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Home My WebLink About48173-Z 0�0 cps Town of Southold 7/22/2023 a� y� P.O.Box 1179 o • ZM r� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44329 Date: 7/22/2023 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62005 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/21/2022 pursuant to which Building Permit No. 48173 dated 8/12/2022 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: motel lobby building with swimming pool as applied for. The certificate is issued to North Rd Hotel LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-22-0317 5/17/2023 ELECTRICAL CERTIFICATE NO. 48173 5/25/2023 PLUMBERS CERTIFICATION DATED 6/6/2023 Haf3NIumbingfi t riz gnature TOWN OF SOUTHOLD �o�gQFFQI�� BUILDING DEPARTMENT a X 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#: 48173 Date: 8/12/2022 Permission is hereby granted to: North Rd Hotel LLC 43 Appleton PI Dobbs Ferry, NY 10522 To: construct a new lobby building with a swimming pool addition as applied for per SCHD approvals. At premises located at: 62005 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-1-1. Pursuant to application dated 1/21/2022 and approved by the Building Inspector. To expire on 2/11/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,758.40 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-COMMERCIAL $50.00 Total: $3,058.40 Bui ng Inspector SO!/j�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 Q Cou�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Rd Hotel LLC Address: 62005 CR 48 city,Greenport st: NY zip: 11944 Building Permit#: 48173 section: 40 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical X Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heaters 4 Duplec Recpt 20 Ceiling Fixtures 6 Bath Exhaust Fan 4 Service 3 ph Hot Water 50A GFCI Recpt 1$ Wall Fixtures $ Smoke Detectors Main Panel 200X2 A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO2 Detectors 2 Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 5$' 2x2 LED 27 Emergency Strobe 4 Heat Detectors Disconnect Switches 33 4'LED 2 Exit Fixtures 5 Sump Pump Other Equipment: Fridge 3, Freezer 2, Big Fridge 1, DW, Big DW, Ceiling Infra Heater 4, Pump220GFI, Chem Control, Chem Timer 2, Transformers 2 w/ 8 Lights 120GFI Notes: Lobby & Pool Inspector Signature: a Date: May 25, 2023 S. Devlin-Cert Electrical Compliance Form a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O . Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RT IF ICAYl0N Date: C-0 (—o 3 Building Permit No. Owner:-Wc)o (Please print) Plumber: (Wase print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this _ day of [. , 20_,a Notary Public, County =Suffolk mings NOTAOF 1&►YOR X :Q�uWed 1CUb3971a1 01kCmmry 09109!2013 F a' FEB 2 1 2023 ' N. J. MAZZAFERRO, P.E. SUILDINUUEPT. PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer February 21, 2023 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Barnes 1955 Albertson Lane Greenport,N.Y. 11944 Building Permit Number—Ak'473 S 173 Inspection—Reinforcement for In-ground Pool On February 19,2023, I inspected the pool construction at the noted location. The inspection covered the steel reinforcement for the concrete shell of the In-ground Pool. The inspection results are: Steel Reinforcement—The proper type and size of rebar was used for the installation. The rebar was correctly fastened and spacers were installed to keep the rebar in place during the concrete installation. The vertical and horizontal spacing of the bar for the walls and base was done properly. Result-All construction was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Nicholas Mazzaferro Sol 'eh, Nicholas J.Mazzaferro,P.E. S 3. y°P A N A �0 057o9y ��z ROFESS10 studiopedrazzi architects architect!rre + design May 26, 2023 MAY 2 6 2023 Town of Southold 53095 Route 25 Southold, New York 11971 Re: 62005 Route 48, Greenport, New York BP#47448- Inspection Certificate LI�8 >I-73 To whom it may concern: This letter certifies that the enclosed insulation certificates, the buildings referenced therein comply with ASH RAE 90.1. Tom Pedrazzi 4 studiopedrazzi Architecture + Design 917-796-5451 200 W.58th Street Suite 10C New York,NY 10019 fax/p 917.796.5451 tom@studiopedrazziarchitects.com ROCKET INSULATION LLC 65B AIR PARK DRIVE RONKONKOMA, NY 11779 P: 6317509075 F: 6317509076 www.RocketSprayFoam.com rocketinsulation@gmall.com INSULATION & COATINGS Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. 1 Fiberglass Insulation manufactured by: Owens Corning Foam spray manufactured by: BASF MAY 2 6 2023 LOBBY _ Area Insulated Thickness/Aged R-Value** 2x6 Exterior Walls R13x24 Unfaced Fiberglass Flat Ceiling R30x16 Kraft Fiberglass Flat Ceiling(Cross Hatched) R19x24 Unfaced Fiberglass Attic Knee Walls R21x15 Kraft Fiberglass Roof Rafters Cathedral Only R30x16 Unfaced Fiberglass Basement Ceiling R15x15 Kraft Fiberglass Wind Wash Baffles,Ultra Shield Radiant Barrier Foam Seal Door&Windows—Airseal Hilti Foam Sealant Fire Caulking 814 Hilti Fs-One Max Basement Ceiling R15 Ultra Batt Roof Rafters 2.5" Nominal Closed Cell Foam R17.25 2x6 Exterior Walls 2" Nominal Closed Cell Foam R13.8 Rim Joist 2" Nominal Closed Cell Foam R13.8 "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address:Sunset Motel 62005 N Road Greenport, NY 11944 Date of Installation:04/18/2023 Building Contractor: North Road Hotel Installed By: Rocket Insulation LLC �g D:, �. -Post Near Electric Panel- pF SOUTy�� 1��J �✓� /t/� , #TarTOWN OFA SOUTHOLBUILDING DEPT. �y000MV?`� 631-765-1 02 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE O [ R TAL REMARKS: LAtJC J DATE ?AYE/ INSPECTOR SO �o6 TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e w 6> s� r DATE 7� ^�/ INSPECTOR q souTyOl v _ * # TOWN OF SOUTHOLD BUILDING DEPT. couHnN 631-765-1802 INSPECTION [ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE O [ ] RENTAL REMARKS: DATE INSPECTOR OFSOUIyO� -- - -- - * * TOWN OF SOUTHOLD BUILDING DEPT. lourm��'' 631-765-1802 INSPEC ON [ ] FO DATION 1ST [ ROUGH PLBG. [ ] 0UNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Airmt, b,vqt h &W ffonm DATE 1 Ov INSPECTOR qso TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION FOUNDATION IST ROUGH PL13G. FOUNDATION 2ND INSULATION/CAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O [ ] RENTAL Lo b/n V !�41 1"12, REMARKS: tlAA.*. DATE I NSPECTOR qq l 1� qjf SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ool z DATE '�D'Y INSPECTOR qiVI pF SO(/,yO� �, ' /1 3 # TO N( OF SOUTHOLD BUILDING DEPT. courmN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lc 133'1 o�v DATE / 7 :2 INSPECTOR t OF SOUI,jolo l . # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IWULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O [ ] RENTAL REMA S. Jr i lkoL SD4� DATE INSPECTOR hO�aOF SOUT,f°lo # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) i ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O [ ] RENTAL REMARKS: L J DATE INSPECTOR IOF SOUTyO # # TOWN OF SOJJTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE LATI [ APRf,E C/O [ ] RENTAL RE KS: �V`< < -e--" DATE 1 7U INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� gf"g pw o% f--o--c o. f IZ- DATE INSPECTOR � �� QAJF so 5Dun/ # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL ��` -�J", [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �41xr c/ d�L ee5�- lf ✓� �� 2ao DATE 2� INSPECTOR OF SOGTy°� qe)/,,,g I p7 6 ,`o c # * TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL r-p-5 [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL REMARKS: F16 A? 0�:_ �e 47 --46e-OT eo S DATE L27- INSPECTOR �� r OF SOUIy� ,� / �o �o �j # TOWN OF SOUTHOLD BUILDING DEPT. on Im, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY IaFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 17 e REMARKS: ��5 � '�� e2. / 1Lie d •(�S , Ain zDATE C15IZ5 INSPECTOR CMl V&�'<�� OF SO//THp�o wif g ', \�Y�1,A� ! >/ # # TOWN OF SOUTHOLD BUILDING DEPT. 1 °`ycourmN�'' 631-765-1802 qo i ` C INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: sil live, �plrm V". . A34 R04;,Ir D-Ji'm k IA' 6u wl ow.oNL6-10 opolopi-k wco"4 k6illa - q9_904v 44c 94f y�( Wei leo DATE "YdY INSPECTOR SOUTy�� ' TOWN OF SOUTHOLD BUILDING DEPT. `�couRon,��'' 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWC�AI)LKKIING n [ ] FRAMING /STRAPPING [ FINALAS��T " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ��mesS [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Roogj�l CA L ��k oll 1/ 4 DATE INSPECTOR 04/1 N Y OF SOUIyy� 1.1 -- 6(( TOWN OV SOUTHOLD BUILDING DEPT. `yCMurm�� 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE Cp/O [ ] RENTAL R ARKS: f t- UC61 �4011-- �2 )�Ve�rk s� vi C4 A2 MAAA A- tivww%- Core suru a DATE INSPECTOR So�,y°� * # TOWNF SOUTOLD BUILDING DEPT. CO a 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/RO H PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cz 1% DATE INSPECTOR ROCKET INSULATION LLC 65B AIR PARK DRIVE RONKONKOMA, NY 11779 P: 6317509075 F: 6317509076 www.RacketSprayFoam.com rocketinsulation@gmail.com INSULATION & COATINGS Insulation Certificate , This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning. Foam spray manufactured by: BASF LOBBY Area Insulated Thickness/Aged R-Value** 2x6 Exterior Walls R13x24.Unfaced Fiberglass Flat Ceiling R30x16 Kraft Fiberglass Flat Ceiling(Cross Hatched) R19x24 Unfaced Fiberglass Attic Knee Walls R21x15 Kraft Fiberglass Roof Rafters Cathedral Only R30x16 Unfaced Fiberglass Basement Ceiling R15x15 Kraft Fiberglass Wind Wash Baffles, Ultra Shield Radiant Barrier Foam Seal Door.&Windows—Airseal Hilti Foam Sealant Fire Caulking 814 Hilti Fs-One Max Basement Ceiling R15 Ultra Batt Roof Rafters 2.5" Nominal Closed Cell Foam R17.25 2x6 Exterior Walls 2" Nominal Closed Cell Foam R13.8 Rim Joist 2" Nominal Closed Cell Foam R13.8 **Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address:Sunset Motel 62005 N Road Greenport, NY 11944 Date of Installation:04/18/2023 Building Contractor: North Road Hotel Installed By: Rocket Insulation LLC `CF=>'�;J��?r `` -Post Near Electric Panel- c,`a;`�.. ��,ti<.`:• FSI-890 Front(Rev.01/01118) YORK Agriculture NOTICE OF -INSPECTION F` - E and klarketS New York State Department of Agriculture and Markets Division of Food Safety and Inspection I OB Airline Drive,Albany,NY 12235 DATE 12-119 COUNTY CODE - EST. NO. ILI � r7 ff 111 3 1 1 �o III OWNER NAME: U CA 8co ted c TRADE NAME: EST. ADDRESS: n on �1+ K� C 4 4 An inspection of your establishment was made today pursuant to provisions of the New York State Agriculture and Markets Law relating to food. A report of the Department's findings will be mailed to you within five working days. The results of the inspection 'Show: -A The establishment is in substantial compliance in that no critical deficiencies were observed - LivA+ca B Critical deficiencies observed were corrected at time of.inspection c Critical deficiencies EST. REP'S NAME (Please print) Lk 1/19 A— I 0A ISL p TITLE EST. REP'S SIGNATURE INSPECTOR'S SIGNATURE I.D. # 9-1,`4 1 PLEASE NOTE: A critical deficiency is a sanitation or-food safety condition that must be corrected immediately, It may result in the assessment of civil penalties and other action provided by law, including administrative hearing or court action. Article 28 of the New York State Agriculture and Markets Law requires a retail food store to Post a copy of the date and results of its most recent sanitary inspection,in a conspicuous location near each public entrance. A retail food store may comply with this requirement by posting a copy of this Notice of Inspection. If you offer to give any benefit, thing or money or harass any employee of the Department of Agriculture and Markets,your conduct will be reported to your local police or sheriff's department - 690 Back(Rev.7/1/04) j' SANITARY INSPECTION GUIDELINES Critical Deficiencies General Deficiencies 1. Food Received From Unapproved Sources 9. Improper or Inadequate Sanitary Facilities and Controls A. *Unpasteurized milk/milk products used A. Handwashing facilities improperly installed or maintained B. *Water or ice is not potable B. Suitable water temperature or adequate pressure for food processing; C. Foods or ingredients from unapproved source equipment,utensil or container cleaning;or handwashing in establishments D. Meat,poultry,or game products are not from officially inspected plants that do not handle exposed foods,not available E. *Shellfish from unapproved source C. Toilet facilities improperly installed,equipped or maintained F. Liquid eggs, frozen eggs, or dried milk products are not from U.S.D.A. D. Plumbing or sinks not properly sized,installed or maintained: equipment or inspected plants floors not properly drained 2. Food Products or Ingredients Adulterated or Unfit E. Lighting or ventilation is inadequate A. Rodent defiled foods or ingredients F. Cleaning or sanitizing equipment, materials or agents are not available, B. Insect infested foods or ingredients suitable or properly stored C. Food products contain unidentified sulfiting agents or other unapproved G. Sanitizing test devices not in use where required additives H. Lack of certification of water potability or record for disinfection D. *Other adulterated/unfit foods or ingredients 10. Inadequate Sanitary Design,Construction and Maintenance 3. Food Not Protected From Contamination By Workers A. Exterior of unsuitable construction or not in good physical repair A. *Food handlers handle foods when ill with a disease transmissible by foods B. Establishment has insufficient space to accommodate operations B. *Food handlers have infected cuts or bums on their hands C. Interior floors,walls,ceilings or fixtures are not of suitable construction,clean C. *Food handlers do not wash hands thoroughly after contaminating them or well maintained D. Employee handwashing facilities inadequate for establishments handling D. Refuse containers not clean,covered,in good repair or removed at sufficient exposed foods intervals E. *Employees handling exposed, ready-to-eat foods without an acceptable 11. Poor Hygiene and Activities of Food Handlers protective barrier A. Not maintaining a high degree of cleanliness or taking precautions to prevent 4. Food Not Protected From Contamination By Other Sources contamination of foods from perspiration,cosmetics,chemicals or medicants, A. *Food contact equipment,utensils or conveyances for potentially hazardous etc. foods: contact surfaces unclean or not properly sanitized and likely to B. Not wearing clean outer garments,effective hair restraints or secure jewelry contribute to contamination C. Eating,drinking or use of tobacco in exposed food areas B. *Food contact equipment, utensils, or conveyances are not cleaned or D. Lockeror dressing rooms are not segregated from food areas,clean ororderly sanitized between use on different species or between raw and ready-to-eat 12. Inadequate Food Storage and Protection foods A. Food not stored, conveyed or displayed in a manner that prevents C. *Ready-to-eat foods are subjected to cross contamination from raw foods,or contamination including marginal temperature deficiencies cross contamination between species is likely to occur B. Food or ingredient storage containers are not clean, covered or properly D. *Toxic chemicals are improperly labeled,stored,or used so that contamination identified of food is likely to occur C. Bulk food displays are improperly constructed,displayed or handled E. Food contact equipment condition,design or location is likely to contribute to D. Street clothing or soiled linen stored unsegregated from exposed food or food- contamination contact surfaces F. Insedt,rodent,bird or vermin activity likely to result in product contamination E. Food displays are improperly constructed,maintained or supervised G. Evidence of leakage or backup in sewage lines F. Improper thawing procedures are utilized H. Equipment cleaning or sanitizing facilities inadequate for establishments 13. Processing Procedures/Educational Requirements Are Not Met handling potentially hazardous foods A. (See Specialized Inspection Guidelines) 5. Critical Processing Or Salvaging Parameters Are Not Met B. Other required records/certifications are not maintained A. *Pork products,which may be eaten without further cooking,are not treated C. Other coding requirements are lacking or inadequate to kill trichina D. Article 28 posting requirements are not met B. *(Refer to Specialized Inspection Guidelines) E. Consumer advisory requirements are not met 6. Potentially Hazardous Foods Improperly Cooled or Refrigerated 14. Insect.Rodent or Vermin Activitv A. *Potentially hazardous foods are not cooled by an approved method where A. Evidence of rodents observed(not likely to result in product contamination) the product temperature can be reduced to 70°F or less within two hours and B. Insect,birds or other vermin observed within the establishment(not likely to 41*F(45°F) or less within an additional 4 hours result in product contamination) B. *Potentially hazardous foods are not stored at safe temperatures C. Evidence of pets or other domestic animals in establishment 7. Potentially Hazardous Foods Not AdeguatelV Cooked or Reheated 15. Equipment Utensils and Materials Adequately Utilized and Maintained A. *Poultry,poultry stuffings,stuffed meats,or stuffings containing meat are not A. Food contact equipment,utensils or conveyances: contact surfaces unclean heated to 165°F or above or not properly sanitized B. *All pork or any food containing pork is not heated to 150°F or above B. Non-contactfood equipment,utensils or conveyances are not clean or in good C. *Other potentially hazardous foods requiring cooking are not heated to and/or repair held at required temperatures C. Food equipment improperly designed,constructed or maintained D. *Potentially hazardous foods that have been cooked and then refrigerated are D. Thermometers not provided where required not rapidly reheated to 165°F or above(whole roast beef may be reheated to E. Unused equipment or materials improperly stored or in an unclean condition adequate time/temperature requirements) F. Storage cabinets or shelves are not clean or in good repair E. *Equipment used for heating or reheating potentially hazardous foods is G. Packaging materials unclean,improperly stored or handled in an insanitary inadequate manner 8. Improper Hot-holding Procedures for Potentially Hazardous Foods H. Air system or transfer lines are not clean, property constructed or in good A. *Potentially hazardous foods are being kept below 135°F during hot-holding repair (rare roast beef may be served at 130*F or above) 16. Other Sanitation B. *Hot-holding equipment improperly designed,maintained,or operated to keep A. Chemicals or pesticides improperly labeled,stored or handled hot foods at 1357 or above. B. Outside premises or loading zones improperly maintained C. Vehicles are not clean or in good repair D. Morgue area or bottle return area improperly maintained CRITICAL DEFICIENCIES PRECEDED BY AN ASTERISK (')ARE LEADING E. Shellfish tags or records improperly maintained CONTRIBUTING FACTORS WHICH CAUSE FOODBORNE DISEASE. r ti NM Mic Agriculture FSI-303(03/22/2021) 4.1 """'� I and Markets APPLICATION FOR FOOD PROCESSING ESTABLISHMENT LICENSE —ARTICLE 20-C NYS Department of Agriculture and Markets Attn: Food Safety License Unit 10B Airline Drive,Albany, New York 12235 Office Use Only PROJECTED OPEMNG DATE: 0 Il.Q11 A,,2— Count Code-Est. No. I LICENSE FEES(CHECK WHERE APPROPRIATE): Entity No. $0 No Fee $175.00 ✓ $400.00 Receipt No. Pro action in a Small-Scale Processor,is ALL OTHERS Verification No. Incubator/Shared Kitchen NOT a Chain Store/Franchise for First-time applicant and employs NO more than INSTRUCTIONS for the first Two(2)years Ten(10)Full Time Employees Read and complete both sides of this application. An original signature of owner or corporate NOTICE Regarding Fees officer or LLC managing member Is required in The commissioner shall waive the license fee for two years for a first-time applicant that Section(8).Non-Refundable Agglication Fee. processes food in a kitchen incubator food processing facility,which for the purposes of Please ensure that you are applying for the this section is a food processing facility used by multiple small and emerging food correct license. processing businesses,Including both full-time facility tenants and businesses that rent space on a temporary basis. This application is only for those establishments that prepare or process food at the location listed below.Inspections are scheduled after applications are received and reviewed.No license will be issued until an establishment receives a satisfactory inspection. (1)Individual Owner Name,Partnership(name all partners)or Full Name of the Corporation: County. Swallowtail Management LLC Suffolk Trade Name: Runha Hotel Moraine (9`rft1W86r Number: Processing Facili Address Street City: State: Zip: 62005 Route 48 Greenport NY 11944 E-mail Address: Bank Name: danielpennessi@gmail.com Dime Bank (2)optional Mailind Address: Street: City: State: Zip: (3)Identification Number. Federal ID Number. OR Social Security Number. 83-1646812 (4)Please list sole proprietors and all officers of a corporation or cooperative.If applicant is a partnership,LLC or LLP,list partners/members (attach list if necessary).If applicant is a non-public corporation,list shareholders(attach list If necessary). Name' Please Print Title Contact Address Street&No. C State,Zi Date of Birth Kristen Pennessi President 62005 Route 48,Greenport, NY 11944 Daniel Pennessi Vice President 62005 Route 48, Greenport, NY 11944 (4a.)Principal Office Address:,62005 Route 48,Greenport, NY 11944 (4b.)In what state Incorporated? NY (4c.)Date of Incorporation 8/21/2018 (4d.) Are you a foreign or out-of-New-York-state individual,partnership,or corporation?(Check One) Yes No (4e.)For foreign or out-of--New-York-state corporations: Date of filing in New York State? (4f.)If out-0f--New-York-state,the applicant agrees to accept service of process by first class mail to the designated individual at the said address below which shall constitute good and proper service of process. Designated: Address: (PLEASE COMPLETE REVERSE SIDE) k (5)List all food preparation or processing activities and the food prepared or processed at this location to be covered by this license. For exampl®: cook or heat foods,grind meats,slice cold cuts,cheese,fish,fruit,etc.,cappuccino machine,repack ready-to-eat foods or ice. Cook or heat foods, slice meat and cheese,cappuccino maching, repack ready-to-eat foods. (6) Retail Food Stores applying for food processing establishment licenses must submit a copy of its certificate indicating that an individual in a position of management or control assigned to the store has successfully completed an approved Food Safety Education Program Course for each location.A list of approved courses can be found on the Department website www.AQriculture.nv.ci under Food Safety link. The following retail food stores are exempt from this requirement: a. Food stores that have as its only full-time employees the owner or the parent,spouse or child of the owner,or in addition not more than two full- time employees. b. Food stores that had an annual gross income of less than$3 million in the previous calendar year,excluding petroleum products,unless the food store is part of a network of subsidiaries,affiliates or other member stores,under direct or indirect control,which,as a group,had annual gross sales of the previous calendar year of$3 million or more. Check one of the following: An exemption from this requirement is requested for the following reason(s)Annual gross income of less than$3 million. A copy of our Food Safety Education Program(FSEP)Certificate is enclosed with this application (7)Workers Compensation Law requires that businesses seeking state issued permits demonstrate that they have appropriate Workers Compensation Insurance(WCI). Indicate your WCI status; Insured with Travelers OR �xempt from WCI Name of Insurance Provider (8)The undersigned applies for a license pursuant to Article 20-C of the Agriculture and Markets Law of the State of New York to conduct the food processing operations listed above,at this location only. New or additional food processing activities are to be reported to this Department for approval prior to the start of the processing operation. Any false statements made,in addition to being the possible basis for a revocation on any license issued as a result of this application,may be punishable under the provisions of Section 210.45 of the Penal Law of the State of New York. NOTE:Your application for a license is subject to denial and/or revocation,if,after a hearing,it is determined that the applicant,licensee,officer,director, partner or share/stockholder,has been convicted of,or has pled guilty to,a felony in any court of the United States or any State or territory thereof,with respect to an offense involving;food safety,food adulteration or food misbranding. "PLEASE ENSURE ALL QUESTIONS AND FiELDS ARE ANSWERED/COMPLETED BEFORE PROCEEDING" . Any unanswered questions will result in the de al of your application which PROHIBITS you from operating your business in the State of New York.If your application is denied you must complete and re-submit your application a sin.Your original application and check will be returned.Please allow 60 days for application processing and once received Post your license in a conspicuous place. Providing your signature below acknowledges your understanding of requirements listed herein and that you agree to comply with the requirements of Article 20-C. ORIGI SI N TUR OF OWNER, PARTNER OR CORPORATE OFFICER TITLE DATE - ice President 2/7/2022 AUTHORIZATION AND PURPOSE Disclosure of your federal employer identification numbers is mandatory and Is authorized by Section 5 of the New York State Tax Law. This information is collected to enable the Department of Taxation and Finance to identify individuals,businesses and others who have been delinquent in filing tax returns or may have understated their tax liability and to generally identify persons affected by the Tax Law administered by the Commissioner of Taxation and Finance administering the Tax Law and for any other purpose authorized by the Tax Law.The authority to solicit the information requested above is found in Section 16 of the Agriculture and Markets Law in the sections relating to the specific license you are seeking.This information is collected to enable the Department to evaluate your application,to determine if it should be issued and to assist in the enforcement and administration of the Agriculture and Markets Law. If you have questions about the information requested,call(518)457-7139;a-mail agr.sm.foodlicense@agdcufture.ny.gov;or write to: NYS Department of Agriculture and Markets;Atin:Food Safety License Unit;10B Airline Drive;Albany,NY 12235. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Division of Enviromnental Quality- Bureau of Environmental Engineering 15 Hors eblock Place, Farmingville, NY 11738 CERTIFICATE OF APPROVAL OF PLANS FOR THE CONSTRUCTION OR RENOVATION OF A SWIMMING POOL(S) POOL(S): North Road Hotel SCDHS FILE REF#21685 LOCATION: Greenport SCDHS JOB # SP-21-00037 Town of: Southold EXPIRATION DATE: 02/10/2023 Application having been duly made to the Suffolk County Department of Health Services,as provided under Chapter I,Part 6, of the New York State Sanitary Code, approval is hereby granted for the construction(renovation) of the swimming pool(s) referenced above subject to the following conditions: I. That the proposed artificial swimming pool(s) and treatment equipment shown on the plans and specifications approved this day shall be fully constructed and installed in complete conformity with such plans and specifications or approved amendments thereto,within twelve (12) months. This approval may be extended,after submission of proper forms,fees and other information as may be required by the permit-issuing official. No deviations from the approved plans are permissible without prior approval from the Department. H. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint piping inspection. This inspection must be performed after the pool shell and piping have been installed, but not yet backfilled. III. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint intermediate inspection. This inspection must be performed after the all the equipments have been installed. IV. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint, final inspection to ascertain conformance to the approved plans. This inspection must be performed after the pool(s)have been built in accordance with approved plans and all documentation has been received. V. That a Certificate of Construction Compliance shall be submitted to the permit-issuing official by a registered engineer or architect. The certificate shall include astatement that the pool(s)and appurtenances have been constructed in accordance with approved plans and specifications; pool(s) compliant with New York State Sanitary Code Subpart 6-1 and the Virginia Graeme Baker Act. VI. That the swimming pool(s) shall not be opened until the following have been issued: a Certificate of Construction Compliance, Certificate of Electrical Compliance, final approval from the Bureau of Environmental Engineering,and an Operating Permit. VII. That the swimming pool(s) shall be operated at all times to conform with the requirements of Part 6 and the criteria for operation of a swimming pool and to the satisfaction of the permit-issuing official. VIII. That whenever required by the permit-issuing official,modifications,additions or more adequate equipment as needed for the operation of the pool(s)in accordance with the provisions of the New York State Sanitary Code,shall be installed,and plans for such modifications,additions or more adequate equipment shall first be submitted to and receive approval of the permit-issuing official. IX. That all Special Conditions on the back of this Certificate and all criteria on enclosed Addendum I, Completed Works Inspections,shall be adhered to. I THE FACILITY OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL OF THE CONDITIONS LISTED ON THIS CERTIFICATE ARE MET 02/10/2022 Stan Shaji,vE.I.T Date Form HM SP 101 Page 1 of 2 e t THIS APPROVAL IS VALID FOR THE FOLLOWING PROJECT(S) ONLY ituipment/Material: Project Description , P Manufacture 1VModel number Construction of a new 800 S.F outdoor main pool — water depth varying from 3'6" to 5'0" at the main drains. Issuance of this approval does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any other government agency. The construction period does not supersede any existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code. Special Conditions: Form HM SP 101 Page 2 of 2 4. LI� f rJ N COUNTY OF SUFFOLK JUN - 2 2023 4 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner June 1,2023 R& W Engineers,P.C. 380 Townline Road—Suite 150 Hauppauge,NY, 11788 ATTN: Larry A. Rubinson, P.E. Subiect: Swimming Pool Construction/Modification/Renovation — Final Approval Letter Facility Name: North Road Hotel Address: 62005 North Road, Greenport,NY, 11944 Township: Southold SCDHS Reference No: 21685 SCDHS Job No: SP-21-00037 Dear Larry Rubinson, The Office of Pollution Control is in receipt of your Final Certification Letter, indicating that the North Road Hotel's pool facility was constructed according to approved plans, and the Certificate of Electrical Compliance, indicating that the pool is in compliance with the National Electrical Code. Based upon this information, and the inspections conducted by the Office of Pollution Control, it has been determined that the pool facility was constructed in accordance with the approved plans. Please be advised that an annual operating permit must be issued by the SCDHS Temporary Residence Unit before pool operations may begin. For more information about obtaining a Permit to Operate, you may contact: Mr.Jeffrey Minder(Hotel/Motel/Children's Camps) Suffolk County Department of Health Services 360 Yaphank Avenue—Suite 2A,Yaphank,NY 11980 Tel: (631) 852-5831 /(631) 852-5832 Should you have any other questions or concerns, you may contact me at (631) 854-2532 or email me at Akinwande.Olaofegsuffolkcountyny. og_v. Kind Regards, Af,011 Akinwande Olaofe Assistant Public Health Engineer Trainee Bureau of Environmental Engineering Division of Environmental Quality CC: Lindsay Meltzer, SPHS Tw> � DIVISION OF ENVIRONMENTAL QUALITY fl'n • OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE • FARMINGVILLE NY 11738 • PublieHealth Phone(631)854-2501 Fax(631)854-2505 v--1.r.omow.r.m.«_ FIELD INSPECTION REPORT DATE CONWENIS ro t� FOUNDATION(1ST) �a y ----------------7-------------------- FOUNDATION -----------------FOUNDATION(2ND) DID z o o � ROUGH FRAMING& PLUMBING O v I � . INSULATION PER N.Y. y STATE ENERGY CODE y M �be&sel 77 Ise vftl 61 FINAL All-i `J ea ADDITIONAL COMMENTS j v7 IV 1e 0 2- 1 Ki 9a 1�9 c-tt- l ff3 Jq 090 Qc. N y8/ °z (7�1 x 911 � x oe V;y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnv.-,ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JAN 2 12022 'Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Tovv�_0 x Owner's Authorization form(Page 2)shall be completed. Date:January 19, 2022 OWNER(S)OF PROPERTY: Name:North Road Hotel LLC SCTM#1000-040.00-01 .00-001.000 Project Address:62005 Route 48, Greenport, New York 11944 Phone#:9145827861 Email:danielpennessi@gmail.com Mailing Address:43 Appleton Place, Dobbs Ferry, NY 10522 CONTACT PERSON:, Name:Daniel Pennessi Mailing Address:43 Appleton Place, Dobbs Ferry, NY 10522 . Phone#:9145827861Emall:danielpennessi@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Tom Pedrazzi (studioPedrazzi Architects) Mailing Address:200 W. 58th Street, Suite 10C, New York, NY 10019 Phone#:(917) 796-5451 Email:pedraz4074@gmail.com CONTRACTOR INFORMATION: Name:Sergio General Contracting Corp. Mailing Address:42 Sherman Street, Port Chester, New York 10573 Phone#:(914) 804-2022 Email: sergiocontracting@hotmail.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure PAddition epair emolition Estimated Cost of Project: Other l7 $100,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:HOtel/Motel/Resort Intended use of property:Hotel/Motel/Resort Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Resort Residential this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and stone water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Daniel J. Pennessi ®Authorized Agent ❑Owner Signature of Applicant: Date: January 19, 2022 STATE OF NEW YORK) SS: COUNTY OF Westchester ) Daniel J. Pennessi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe member/corporate officer (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 19th dayofJanuary ,2022 ri Notary ublic DANIEL SCHUYLER Notary Public,State of New York Reg.No.01 SC5084025 PROPERTY OWNER AUTHORIZATION Qualified in Orange County Commission Expires August 25,2025 (Where the applicant is not the owner) I, Daniel J. Pennessi residing at 43 Appleton Place, Dobbs Ferry, NY 10522 as President of North Road Hotel LLC Daniel J. Pennessi do hereby authorize to apply on my beha=nl Southold Building Department for approval as described herein. 1, January 19, 2022 Owner's Sig a ure Date Daniel J. ennessi Print Owner's Name 2 � 00 � c,�Fip�k BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(_Dsoutholdtownny.gov - seand(cbsouthold'townny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) . Date: 12/8/22 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel LLC. Address: 62005 CR 48 Greenport Cross Street: Chapel Lane Phone No.: 914-582-7861 Bldg.Permit#: 48173 email:danielpennessi@gmail.com Tax Map District: 1000 Section:40 Block: 1 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Lobby & Swimming Pool j' Square Footage: 13000 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: FV-] ,YES ❑ NO Issued On Temp Information: (All information required) Service Size�1 Phr-13 Ph Size: 200 A # Meters 1 Old Meter# 98328877 ❑New service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead I -4 I I Frame -roi e work u�une on Service? iY r-'I N# Underground LaLL-e aIISr/ Additional Information: PAYMENT'DUE WITH APPLICATION 12 R � PERMIT # Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cook-top Transfer AC AH Hood Service Amps Have Used Special: i Comments CL6 4- 4tL- vk 44 ZC-FT Y1 iS 5�r ice5 o 'Z 700 4 �l 7- Q 6o Pq I�e.,f IV\� -\j 10 (24 Povyl l�G (QCs S LIJ -CIC.ACh 00 f a� iP� _� NORTH ROAD HOTEL LLC 62005 Route 48 Greenport,New York 11944 March 23,2022 VIA EMAIL Southold Building Department Attn.: Amanda Nunemaker 54375 NY-25 Southold,New York 11971 Re: 62005 Route 48,Greenport,New York 11944(the"Property") Amendment to Building Permit#47148 North Road Hotel LLC Dear Ms.Nunemaker: This letter shall confirm that there is sufficient parking for 21 guest units at the Property. There are 36 parking spaces at the Property, as shown on that certain survey of the Property dated August 20, 2021 and prepared by Nathan Taft Corwin III Land Surveyor. Section 280-79 of the Town's Zoning Code requires 1 parking space per guest unit plus 1 parking space per employee. Enclosed herewith please find a copy of the survey of the Property dated August 20, 2021 and prepared by Nathan Taft Corwin III Land Surveyor. Very truly yours, OWNER: NORTH ROAD HOTEL LLC � . By: Name: Daniel. Pennessi Title: President PROJECT ARCHITECT OF RECORD: studioPe chitects By: Name: Tom Pedrazzi Title: Principal NORTH ROAD HOTEL LLC 62005 Route 48 . Greenport,New York 11944 March 23,2022 VIA EMAIL Southold Building Department Atta.: Amanda Nunemaker 54375 NY-25 Southold,New York 11971 Re: 62005 Route 48,Greenport,New York 11944(the A6Property") Amendment to Building Permit#47148 North Road hotel LLC Dear Ms.Nunemaker: This letter shall confirm that there is sufficient parking for 21 guest units at the Property. There are 36 parking spaces at the Property, as shown on that certain survey of the Property dated August 20, 2021 and prepared by Nathan Taft Corwin III Land Surveyor. Section 280-79 of the Town's Zoning Code requires 1 parking space per guest unit plus 1 parking space per employee. Enclosed herewith please find a copy of the survey of the Property dated August 20, 2021 and prepared by Nathan Taft Corwin III Land Surveyor. Very truly yours, OWNER: NORTH ROAD HOTEL LLC By: T Name.Daniel rPennessi Title: President PROJECT ARCHITECT OF RECORD: studioPedrazz . chitects By: Name: Town Pedrazzi Title: Principal COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner February 10,2022 R&W Engineers, P.0 Attn.: Larry Rubinson, P.E via e-mail 380 Townline Rd. Suite 150, Hauppauge, NY, 11788 Subject: Approval of Plans to Construct/Modify/Renovate a Swimming Pool Facility Name: North Road Hotel Facility Address: 62005 North Road Ave, Greenport, NY 11944 Township: Southold SCDHS Job# SP-21-00037 SCDHS Ref# 21685 Dear Madam or Sir: This office has reviewed the plans submitted for the above referenced facility. The plans have been reviewed for compliance with Subpart 6-1 of the New York State Sanitary Code and Article 16 of the Suffolk County Sanitary Code and have been approved for construction.. The following are enclosed: 1) Certificate of Approval of Plans for the Construction or Renovation of a Swimming Pool (with Addendum) Please review the enclosed plans and Certificate of Approval carefully. Please keep in mind that this office requires that all inspections be conducted jointly by a representative of the Office of Pollution Control and the Engineer of Record. Please contact me at Stanlehaaji@a suffolkcoij t .gov or at (631) 854-2532 to arrange for the required inspections. Please contact the local building department and any fire safety enforcement office for additional requirements that may apply to your project. Very Truly Yours, Stan Shaji,E.LT Assistant Public Health Engineer Trainee Bureau of Environmental Engineering Division of Environmental Quality CC: DIVISION OF ENVIRONMENTAL QUALITY u •OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE •FARMINGVILLE NY 11738 • PublicHealth Phone(631) 854-2501 • Fax(631)854-2505 t ' 4 Addendum I Swimming Pool Construction Approval Completed Works Inspections Required Inspections N Three completed works inspections are required. ➢ A piping inspection inust be completed after the pool shell has been placed and all piping has been laid,but before any backfilling has been conducted. ➢ An intermediate inspection is required after all equipment have been installed and all electrical work completed;system shall be running during this inspection. ➢ A final inspection is required before the pool has opened.This inspection must be performed after the pool(s)have been built in accordance with approved plans and all required documentation has been received and approved,include design professional's final letter,UL certificate,safety plan,As-Built plan(if required);for indoor pool(s)submit additional HVAC and illumination certification. The Department must be contacted 5 business days prior to any required inspection Personnel Required During Inspections The Engineer-of-Record must be present at all inspections. It may be desirable to have contractors and/or facility representative present to address issues that may arise during the inspection. Someone capable of operating all systems must be present during the final inspection to demonstrate proper operation. Deck and Bathhouse Drainage Properly drained surfaces are vital to pool safety. Because of this,facility personnel must be prepared to demonstrate proper drainage of surfaces during the final inspection. This will be accomplished by hosing down the entire pool deck,shower and toilet areas. If improper drainage is noted in any area,the pool will not be allowed to open until the drainage problem has been resolved. It is important to ensure that drainage issues are properly addressed in the planning and construction phases. Filter/Equipment Room Sufficient space must be provided in the,filter room for unimpeded access to,all systems for operation and maintenance. This includes access to all valves,gauges,flovaneters,chemical feeders,pumps,filters,etc. If insufficient access is noted during final inspection of the facility,approval to operate will not be granted until the issue is resolved. It is important that ample room is provided for all equipment and that this issue is properly addressed in the planning and construction phases. Provide UL Certificate for Electric: (the certificate shall include, but not limit to following) • Facility name and location • Inspector's signature and inspection date • Pump(s)and Motor(s),Chemical Feeder(s),Chemical controller(s),Electrical heater,Salt Chlorine Generator,etc. (any applicable) • Bonding of the pool(s)shell and related appurtenances,GFIC Final HVAC certification and illumination certification for indoor pool(s) Certification shall include the air change rate for indoor pool(s) and minimum illumination on the water surface and pool deck Design professional provide final certification letter Certificate shall include a statement that the pool(s)and appurtenances have been constructed in accordance with approved plans and specifications;the pool(s) compliant with New York State Sanitary code subpart 6-1 and Virginia Graeme Baker Act; also,pool(s)in compliant with ADA regulation. Form HM SP 102 I 2 3 4 5 North Road Hotel A Proposed Main Swimming Pool A 62005 North Road (C.R. 48), Greenport, New York 11944 Revised February 2022 a s s I C I c List of Drawings OdI�P eR1 Cover Sheet wrn'nR° SP-1 of 6 Overall Site Layout,Pool Enclosure,Notes&Schedule _ SP-2 of 6 Pool Layout,Piping and Cross Sections SP-3 of 6 Pool Schematic,Filter Pad,Toilet Facilities&Calculations OWNER SP-4of6 Details North Road Hotel LLC SP-5 of 6 Details North Road Hotel SP-6 of 6 Notes&Specifications S.C.T.M.No.:100-400-100-10 62005 Route 48 Greenport, New York 11944 ` ' H P =tg," SUFFOLK COUNTY DEPARTMENT OF HEALTHSERVICES Daniel Pennessi(DanielPennessi@gmaii.com) OFFICE OF POLLUTION CONTROL Site--- rmK a,a APPROVAL TO CONSTROCT FOR 914-582-7861 D SWIMMING POOL x.,a ;cYmPen xQ.+FsuN f--' 5CHS,°bN°: sP-21-00037 PREPARED BY R & W / Engineers, P.C. ARub---E. a w - 380 Townline Road-Suite 150 w' °"'°"°" Hauppauge, New York 11788" I ` 631-969-8535 Fax 631-969-8518 Location Map County Review Stamp uce,,,e N°:ee9ss 1 2 3 4 5 1 2 3 4 5 d xae a mmmwld 1,e...... Proposed Pod 61,119,,Data scFedme cn�no oomoM Dr.<mb1,r.soil a�ao rrorY,1,carvalm° fpnrvew,,NPemYno rennmrNne cool wwt rrwce I CUDcv wr Gn w wB� rc d�r°w,m a�rnoU ptnn. 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R,q..,,d EM*p,,,t (AO.11 S.po..d E-F.S,p—K.,So...b,0—Pr) U [A apo l<sl KisDID _U"c' X ,Z 1—b�....... 1.1- XXX x x SUFFOLK COUNTY DEPARTMEIT Or HEALS' S—OE, --d I --sip 1-1 2 0 1 06.00.— 0_ D Id, A 1.s.I D.3 0 1.——...P(0—V—--j. of nm 1oi 31 1.1=11 E_'S'RP ,Yn A11-11-1—o'.. Al" -F1 lu,n,,,Pl�,, �1 1 1.—c—. _P.a x%X x Sone *lo Own9' n�r5 P—, -1.0.".- RAMINGP OL MW�..... X 0 037 x x x s!— :d '.'12' P-�� b I Rm�mR.-,d, 1P 11 Mbl, W-C— X X X X mpkrb .1 A wetl 11 h odh— D CPR County Review Sl,mP i'D! Hvranc —Rls Pi x x x x Ig 21 .11-1 � X x x ITro 6v1 A 1- .—d i.rr,A R.U,,11F.P.E. North Road Hotel p:to oaln imvmoberoil,oto.nim X 62005 North Road(C.R.481,Greenport.NY 11944 Ti7,F—.- T--TlC..—u—,,,P-P',.-.,.,R,. Proposed Swimming Pool Pool Short Section :maammo,Foca x x x a 4 0 IE'R 0-111 R11-- T.Op,11 Ald Sold,PlopPool Layout.Piping&CMSS-SeCtions 1�=T. im---, 17,- 2 3 4 5 2 3 4 5 Pool Hydraulic Calculations Pool Proposed Manufacturer Equipment Schedule C-11-l' ON D A", ' ,IeeV I . -I- -- . ---, Ifeep e9'-z A A Is'-p --,A.F-Wllr1OrA1 2' r, 0. A., A 0 1�2r� L I L, I n I V- -ld I I A-P11 A Arsy �1 IL .1 1 461 1 Cosa` 01- VC- C'M pq C -1-11 2 CgW-d + -Al ---AH-1- �la M;n PumpnxPl envl /- vpip,() -(I�L 1031 _v (D L-A-1- RU 19 "1.1""' 11 -1-1 -7� c Gra In s S we yen SWIRM, IMIF- vm0 Oy A- w us ff —..A pl�ll-—---------------------------- D i EC�V LIM' Al Lora SY A.111 nem XeaU Loss as Fl nvv A --------------------------- ❑ A-1 I.-I C�he- A RNum evnimtC. C I �d D --op"fil-c-, 3' A.,-MA ld� VA Alll VO`v�11ft.r--�VTTff N,D-rpr- T,A, lA,AA 1 1-1-P 2 -A -IAOI� 3 1 1 1 1--I Ds-left- . ............... -t,rily 3 1 0 1 C I--I 4 B 01 Nlpm�lewaownbcRh,w A PA.,H-1., A Id co-1. 7 -1 8 C-L-A 112 0 W-1-1-cul- 0 Her. I Ill 13- 1 A). 1.P-ld. I I H-11 Ell- B.11 2 0 uiTmI-A A---L.A Color Code Schedule A tip Alvan a PA.,I-PI-A,I.-S-.1, I C--�l E-C.q NIGem Cpl Ild 1--l$ El E-IeTl�-Afl, ten«tetl wonA.P. ..... TA I _A L, Ill- 0.l= GE02 "lr2 ion-,-p Curve S. Hydraulic SCheM2jj2 Pl- Dnwon uses r' P,1.bl A E. O-1pdelfp A.1--A I-A 1..—to be U11-Il- C. Eacn - Oh, II 3 .,A, C C: cavo l h InRI'emAob VS 9 ticker SUFFOLK COUNTY DEPAkTMEITOF HEALTH SERVICES lClAl SWIMMING POOL SP-21-00037 6zElectro Pm Cl� aro RwKdl -C",I I A _2 gTft F-1 sr, --A nerey a- 0, ,j-"AA D C-ty Review Stomp' D 1-1 5PI1.9 AdA W F.111- L L E.s.s...- C D 11 1�1 I 11,12 Moa Off] PeriCaYt S AA A. and eVuiAmenl, 16 AA-P-11 1-1) b.E.11E, 11.- A,A Rub.-PZ North Road Hotel A_P t. NY -A- 62DOS North Road(C.R.481.Greenport, Y 11944 Pool Proposed Swimming Pool R&W/Engineers.P C. Filter:Equipment Room Toilet Focili&Loyou P- Illl,,I...l-F...I I ,E__ Scale: pl� A. 2 3 4 5 2 3 4 1 6-0 D.Slornless xm'— (D Mnn Be eemgen .'C Cost aA,M••u �1 A— V.11.I Pole Prnn 1.2.11..P-1 ex. SI�p—d, acro Ch.., wacrPlA�G- A a.s"111 I 111 6- 1 6- 1 C.— A L• Q Cane, II' Sect— 1-0 1h pf- PTI.PsilU-w T.t—,,gPOW L I Woo SectionRail&Steps 11.St.Ladder Rail&Wall Step Insert 1�j)LDroIn SumI2 1 Ski—er Plan Vew N.T.S. Cgmdy wren a6 rerntremenly al Chaple,lN.T.S.T31my Crnlv..9utPun 6l es NSabIomlCoae.Suepoa 6-1953 n, aer H emarpe lnstdbaentheonvwa.Emeugo"Z I s. P 1. Prowae 000rtlece F—V. C— "P"Pt_ We —..d d z IO rba R_ B lress 11-W W-1Y arra L 110 u., JEER I L 13 pan Bar, float rp— It c—pl-I`-- —d F-1-1— o oaC __0 .-1, 1-—1 a 0-T-0 vrc,pmmslpneA--.*1shy — Side V� —-d Dmgll'^* vpl Eider enc EYewaSh Station I—IUIDIall th Marker Detail lain Drain"I Detail Wall -at Skimmer Nw 191.11 .TS ar, 51=.* Llh4 IED Locule Cone iaOVie.won+ I-,�y d--,�f Q—d pe a liq—.1 R-1 1. 2 LPo ea of s,xo.a Zd ss.1"- Zk E---"' c Ipe,BOna,w rrqq <oncele Coping crone P"o—) C ,Ig lh—C-1 V.11 �T�p`pMC.aduclmW.I C. El-12" hlfnpst pownsl,Opm Cramp f Ps a IED wglenl wgrla9e from Pen•ael 1 IIS_ -I- gs V (;FIow Met.,D.tCf1I �LED Underwater Light B mill Bull Nose Coping Inlet Wall Section Bs 6OS;hcr Socket Detail �T' C,1nalhg�.l .—.pl- 'k�y-.s. C= -w- __CDao s,r OI Sva1 619536 B I c D 2 j7.25j5.ar1sc-D.T'd Ili 1.111 .11o Fe 11—-D. -g—Pdh0- �'5 D D _,--,I!, C-1,Review Stamp I P E I, SI ""I'�' =V-1 "I Ll_ cee Pee P L—YA—n—P.E. North Road Hotel —suction 62005 Nodh Road(C.R.481.Greenport.NY 11944 I—,.G.— Proposed Outdoor Swimming Pool Elam ers,.8.C. C. Pressure Gu el to,Meter Detai! DLetails sQy„n .y 6 2 3 4 3 4 Puma fkrrka PW�PM., TM.SSrone I.Prontle M,�.Coo_ se P—.,..P.- 9 R=-- -1 P.1— —.1.—P P x.Wra pump Ini it sip Repibnce DCOF 042 s-, 1 •Im {Ll 3C NEC P 98-d �C (Typ I 4 MS! orcelem Paver C 1 .—I.— L dd c.. G areas pout,nu 66/6 wwi A A -VT U —.1, Detail me Naei A, P P 2,,,,1.,9.P.�,,NEC Mco.Sed--26--1 1--f. Detail _2�,Pool Bonding Schematic pod. _sa s— (�k C-.,nl,Section DItall (@Eump Installation aeck perlqwIS N.T.S. oFSWW,Cjd..S.bPW 7 T.s 1PSbMft..Spt.0,g.S [nob Nun se Above fwatle �f i r uiwwz0evaay.6rw.mnar.Fwskrna.tea crab /6 iNck le erect Gloss Fn Gratla '. P." B P a�'Cd 0 911 W I I M U I I U I I U i 361, 1YPk pIr o 000 foo gd,p1h ' !Mm 9p Srrvcrwe a-- -a @ 541n.High Gloss Fencin Schematic Elevation-Sump,Piping&Drainage Structure In.1 Fen,, 2. By 0.0 I/Ca«�eGl in P"C.N.., ,F -BM P� E.n J- ih 1P, C C WEI RP=� M a P T_rl T2s-_ nnbM IiIA 0.P. Ycur l<I<n nignteocnmg Ganey Cij gLn.Hiah 01,11,1111 Fence Polymer Trench Drain Detail N.1 1S. 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LOCATION MAP N.Ta o i PROJECT DATA ulwlaa,m g e,v CtlNe0.IA t mF�• ,.—c C-1 AOF� ,�, B �•,�,,.�. `""`� 3 �', j U sRE Dmf oAaetEle N « mm.. t � t o >� t 16 LI[Al .� ® _ �� a L.K MOLFJIN ASSOCIATES,P.C. — � � •gym la�� ? gig � ° t _ 0 m 1 0 32'nsz°•w II_ 8 Y t map® l YdF/!ASWG6 PA --� + ��"�. NmoemUeR• + . g+ Cd B 1 qB/� PRO= TOWN tsoOucFaSurU HirOLD IN1 D ®zz " t • SUNSET MOTEL SEWER CONNECTION `"H°°r q�v n,Iy�+mrDf•D7Siv8�o �_ t n k.."r Fo• `_ '" 62005 CR 48 GRAPHIC SCALE M mai ° g� GREENPORT, NY 11944 ISSUES/REVISIONS (IN FEST) Omaert tion No. Dote 1 inch-30 R TABLE OF TIE DISTANCES RERRENC _LEGEND, —PROPERTY UNE RSma �mmc leta.sEiDmaa +ro:r,.YKBEuPo rs %A - -D ca:� aer -s•DRas sa6na6v Pme w.mcR 1an+wumno m —fu -IXLSTING r DR-11 FORCE MAIN m"Nv a arnn si mar ��sr vlurvsuMwe Cam wM —EXISTMG eA9 SERVI[E is�Svv:Da� —D—EX[SRNGrDDMESrI<WATER SERVICE smu usaa•..wmis ' --IXISTING WAlF0. SERVICE 5'EXISTING O-FIRE SUPPRESSION SERNCFSUFFOLK COUNTY DEPARTMENT OF HEALTH SERRfl GE3 Q EXISTN'G SANRARY MANHOIe ammRm Da9DeNRDD w,N APPROVAL OF CONSTRUCTED WORKS $i��,ii va emmaew wmm m23mewoe , --o.—EXtsTPiG WFAHEAD WIRES yr sr u• , € a LIGNTPOIP ae iceew�lem,urna wm,ulR artorAa or DATA_,$/1720[3 H.S.RGf.No._- j 6 1nNfYPOIL tmmv eaaema wm,acw art.roan onurYu NPole 0 memsm Damm r.,R O mAFFtc GNAL ro SImaTho DewzpO dispOsai c 1 eratrar ntFpry fttiC16+s SANRAAY FIANNOIe OI t11F..bCR1109 RIIYD tx'aOirapDotW arl(LDY a sANnARYClawour DI.DmDeaeemw wrm"°"artArr o cerlR'rod by thLs dDputmenior othDrR3D,tec p � ens vuve and f0urnlmbD szlctzrtDry DRAW+NS Tate SANITARY AS—BUILT camFERwsTREE r 'i °1 o DPamACEMnxnotE rmaemoammunmNom wm ..._ CRAIG KNEPPER PE.CNiLF PLAN cRERANWAA DPAIN INL m,�reDss� rk+Ral wnx OFF ICE OF WASTEWATER MANAGEb16NF O ROIAID DRAIN INLET SEAL =NAmm +cEVlY -ID g tl BH WA NYDILVff ;p�A•�n a, H' Etde: A,MRGD WATER VALVC OOO 6 WATER METER e �3 / WT IDA Q TELFAHONE MANHOLE ^evn.snvsTw¢swauurnlAuv �� 's � FPa� 3�.DDD (� DK[DUDtb TREE 64"+ SMR�' PD 1eD1 ASB-1 i ,,,� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE tk` BUILDING SCHEDULE IN" couT>j s�uaw $ 3 rNNae"a` �IaFl edmon•a .�Isn Tan uawI xaCoL a A101 H=6a MMl - - cb f Ir cPuauc vurER �j I79.B6' ."• y � t•e>sevexrl _ _ 5{9'07'00'E S 15'07'20'E _—329.37' �� ,mer a eao rv+Tir _ _ _ ere Nvw msrm a"=n.� ,am ar a..oax Green on sou. •armor• —t w est ergo°a mws ,� mu 'p.ra•w�) : r @il~Ir.r.e..a,.® �0°•,� gBa / %Rr.'- � C:x'.,�t®, om>z- �°b 8 u LOCATIO N.T.S I� .o ♦� \ r•.•ce'•aia i - ^---� •- -. /-- PROJECT -/-R... -RETa roses �Q I 3 wl wwm xc max , 1 wr Aa A. ........ ,ax,xn...._...._.�mRERn MAY 26 2023 SITE CIVIL ENGINEER: UI 3 R ° � %'.:SEL•'+;-::,.;..•�l.�;� 0 a�e �c� Lit,N L.K.McLEAN ASE a S yy �.. arDzzD•tv '��,_ �� p `�'�r =d;! � j t� � Z >,e..�.Mx `�." PRWECT:� ea 3 j „ad t �w® �� I TOWN OF S ' wmw mnxe SUFFOLK cot SUNSET �DDxITTDAMty 14n `;_ a ® tI SEWER C O t +vmm rA `rAa°QgnermE _ n 62005 C OR pxlc scntE O nrele GREENPORT, pS IN FEET IF 9 ISSUES/REVISIONS 1 inch-30 ft. Description TABLE OF TIE DISTANCES LEGEND_ uv 1-1 r ¢ 1 -TZCe Axcem aunn vao .wpm n xc waxe o¢ravice REsFEERRENCE ---�ROFERIYLWE vnae srauemve rrve a`leli"m`.i)ea emMDl rae�l to(eminc.rl wwrEa fv,tt.a) I le,pe�zl`I eaAI as. mattt.a) _—5——B'DII-185ANRARYPmE34 3. re.osmxnoxs "c' waax¢o ar. --ru--EXISTING 21 OR-11 FORCE MAIN - vaveomuu vuno srmdv as,wxvruTuven ero —EXISTING GAS SERVICE - vnwc<oxxerncw wsm aeav ovrwr reed t�Nww vs uxa wavema EXISTING 2 DOMESTIC WATER SERVICE XI _ ——ESTEN WATER S6ty cte —rs—EXISTINGw ME SUPPRESSION SERVICE <ax<aerea�ra,exnaxx.xxa,ewNx SUFFOLK COUNTYDEPARTMENTOF HEALTH SERVICES Q EXISTTNGSANITARY MANHOLE APPROVAL OF CONSTRUCTED WORKS —a—EXDG OVMEAD WIRE LEG POLE co m _ -2-0317 HS Ref.NG____, d UTILITY POLE aw,nsxc �-, UTILITY LIGHT POLE auuawc eoxxernox wain crux our wl race or I I p TRAFFIC SIGNAL POLE coxcvere vnmlwnox x.xxole wvx The sOt4dge disposal and:Idle!Supply tacihlies ® SANITARY n HOLE at th,s Location have been inspected and/b, certified b Ines ce arlmenl Or other agencies and found to be s3tisfac!O DRAWING TITLE: ® sANrrARY CLEanbur uvalxe eoxxernox win,c�ewu our Ar r.ce or ) P 9 I. de G45 VALVE eoxeaere ouraevnon xuxxou win, rY SIGN Cn�:R`^. SANITARY P ;F_ CON REROUSTREE cavcvere Ptrnuevnox N.xxmE wnn 'l'-DS 1 rx © DRAINAGEMANiOLE a aeeD-1 NA— wR - -- PLAI RECTAR AR DRAIN INLET CRAIG ASTEVV R.P E.NAG OFFICE OF WASTEVJATER MANAGEMENT D 0 ROUND DRAIN INLET coxuere osraevnox wxro,e wsw SEAL&SIGNATURE: OI O FIRE HYLIRANT SOT REIYYO A 64 WATER VALVE yP<pYP c•P/CV q"T Sc B WATER METER U, Q TELEPHONE MANHOLE ` CI O DECIDUOUS TREE crvuxxete S, xolE.sinu<Nnrs ear Axn xxFr a¢Evn<urt INaT ureal `-�ta� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES5'{�� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD N ® Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,- Telephone (631) 765-1802 Temporary Certificate # 13 Date 2022 Customer Name T Electrician Name �� W�iid ELeLIV` Address b2-005- 6-Y-2C Phone U1 3(o , 2- 11 e-mail TaV\If( eVVUz:.,lo G&VA e-mail a ( W ' u dktc., COe'Ul Phone ( o ° License# Size U A Phase I Overhead Underground #of Meters Remarks 1 #of Underground Laterals tH 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service. /N Flood Reconnect Old Meter# , Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i lid for 9 om the date ve. Authorized by u at/( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CP Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 zoo Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - sea nd(a southold�townny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) . Date: 12/8/22 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 Z request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Road Hotel LLC. Address: 62005 CR 48 Greenport Cross Street: Chapel. Lane Phone No.: 914-582-7861 Bldg.Permit#: 48173 email:danielpennessi@gmail.com Tax Map District: 1000 Section:40 Block: 1 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Lobby & Swimming Pool Square Footage: 13000 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO F-]Rough In ❑ Final Do you need a Temp Certificate?: ❑� ,YES ❑ NO Issued On Temp Information: (All information required) Service SizeWl1 PhF—]3 Ph Size: 200 A # Meters 1 Old Meter# 98328877 ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals RI 1 2 H Frame Pole Work done on Service? RI Y RN Additional Information: PAYMENT DUE WITH APPLICATION V,.e C144+ Lt -7 le-7 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o '` Town Hall Annex - 54375 Main Road = PO Box 1179 �o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765.-9502 1 ' � rogerr(a southoldtownn ..gov — seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: , JOB SITE INFORMATION ' (AII Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: , Is job ready for inspection?: ❑ YES ❑ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# -F-]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT N,' �Q /T1 Address: Switches - J �k ZI Outlets,lJ�1'f . --- G F I's Surface ` r Lq1 Sconces H H's UC Lts �{ C r Fans Fridge' Exhaul� 11 Ove WAD Smokes DW + Mini `1 Carbon 1 \ Micro Generator Combo Cooktop Transfer AC r AH Hood Service Amps Have Used J Comments L� r I w pun C C41 G/\ �I !L1 1 6`•" _ - - _--ter ,' -' — tb FireFigh ter Antifreeze Factory Pre-mixed Antifreeze for Wet Fire Sprinkler Systems FireFighter non-toxic* antifreeze solutions are designed specifically for wet fire sprinkler systems. Use in place of water and other water-like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. iMMMU �1 ' r FireFi titer° FireFighter® o Firel Lighter � FireFighter pG3o 3a F_W PG38 1 Nobi¢ 1 Company . Simple Solutions...Proven Performance +r L -C o \ � PRODUCT Z eA division o/ �oO %A D DO FEDERAL PROCESS X. �, CO R P 0 RATIO N °!yb c17c • fY l hW1,G 3 ' l , �,FireFi hterGL 8s 'non-txic;gl cerne based < - frt antifreezefor.tase in all types of wet fire'sprinkler systems,.including CPVC. FireFighter=GL38 is €: factory,pre-mixed to NFPA`guidelines of a 38% a glycerine solution. 1reFihrer FireFighter GL48 is anon=toxic,glycerine=based' aiififreeze for use in'all types of wet fire'sprinkler'; systems,,,including CPVC. FireFighter GL48 is .. ` *' factory pre=mixed to NFPA guidelines'of a 48°l0, glycerine solution: Certified by NSF for use with , B1azeMa9ter@'CPVC: When using glycerine in metallic pipe systems,or,any situation where threaded connections exist,be aware that the molecular structure.of glycerine relative to water,may allowglycerine to seep out of connections which are loose or poorly sealed,even if wateralone does notseep dot pf the .; 3 system.Seepage will reduce glycerine concentration and decrease the level of freezeprotection. AVAILABLE SIZES 5-gallon pails ' `t Color Orange • 30-gallon drums Specific Gravity* 1.095 • 55-gallon drums G"rfia3'rS Viscosity* 3.8cp - 275 or 330-gallon totes Density* • 5,000-gallon tank truck (grams/ml) 1.092 g/cc AVAILABILITY Boiling Point** 218°F FireFighter GL38 and GL48 are available throughout the U.S.through = wholesale distributors. Please t3 contact Noble Company for your local Color Orange representative and wholesaler. - S ecific Gravity* 1.122 re67igr P � CUSTOM BLENDS Viscosi 6.3cP Custom formulations are available ' "` for lower concentrations of glycerine. Density* 1 118 g/cc Please contact Noble Company for o ; (grams/ml) more information. FBGBoiling Point** 218°F �' znvcx eoxrane� INGREDIENTS SYSTEM PROTECTION Active: USP Gracie Glycerine Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the Other: Viscosity Reduction Agent. temperature where the fluid is solid, expanding, and bursting the vessel. Minimum burst point Food-Grade Dye is the temperature where the fluid is at a hard freeze. *Specific gravity measured at 77°F/2500. `*Boiling point,density,and viscosity are measured at atmospheric pressure of 760mm. —Fire point measured using Pensky-Martens Closed Cup test. 2 FBCTM System Compatible indicates that this product has been tested,and is monitored on an ongoing basis to ensure its chemical compatibility with FlowGuard Gold®, Rln7nHnefor®nnrf r.nnnn®nino nnrl fittinne FRr.Tm Flnwr;iinrrf r;nlrf® R1n7ohAnefor8 nnrf r.nnnn®aro lironcorf frnrfomnrke of Tho I iihri7nl r.nrnnratinn FireFightero PG38 Pre-mixed Antifreeze for Wet Fire Sprinkler Systems INSTALLATION SYSTEM REQUIREMENTS, LIMITATIONS&CAUTIONS • Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter PG38 NFPA requirements. should conform to local, state and NFPA requirements.The • FireFighter PG38 should be tested prior to introduction into use of antifreeze within these systems should also conform to the system. NFPA requirements. • Do not dilute or add concentrate to FireFighter PG38. Use of antifreeze solutions should also be in conformance • After filling the system,follow NFPA guidelines for testing the with any state or local health codes. Please contact your local antifreeze. Fluid samples should be tested from a minimum health authorities if you have any questions concerning the of a high point and low point, and should be comparable to codes in your area. both each other and to the sample of the fluid tested prior to introduction into the system. Chemicals which compose FireFighter PG38 can break down • NFPA requires a tag to be affixed to the riser indicating over time. NFPA 25 requires that the freezing point of the the date tested or replaced,the type and concentration by system should be tested at least once a year. Periodic testing volume of fluid used,system capacity(in volume), contractor of systems is critical to maintaining the proper concentration name and license number, and a statement indicating if the and freeze point of the fluid. Leaks, pressure surges,and entire system was drained and replaced with antifreeze. temperature changes to the system can cause antifreeze Tags are available free of charge from Noble Company or to flow out of the system or water to flow into the system your local FireFighter distributor. changing the freeze temperature. SYSTEM PROTECTION %of Freeze Flow Burst Specific Gravity FireFighter Point Point Point @77°F/25°C PG38 100 0°F -15°F -50°F 1.037 Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the temperature where the fluid is solid,expanding and bursting the vessel. 'FDA REFERENCE FireFighter ACCESSORIES FireFighter PG38 is considered'Generally Recognized The Palm Abbe refractometer is fast, Safe"as by -•- .l Food Drug Administration. convenient, and easy to use. Simply place • • used to,describe extrennely lowchronic a drop or two of fluid in the titanium well • acute toxicity. No maximum safe intake for and press a button.The custom-designed humans has been .• -o microprocessor is temperature compensating and delivers readings for glycerin and propylene glycol for both TOXICOLOGICAL, . ®NMENTAL, &HEALTH percentage by volume and freeze point.Accuracy of+/-.10% . INFORMATION R� The analog refractometer features aFireFighter PG38 is virtually • animals propylene glycol coolant temperature scale • • . however, - • •• . . and is made of polybutylene terephthalate should •-:in conformance with nationa[, and (PBT)thermoplastic.The rubber insulated grip protects local health ••- samples from heat; hood eliminates excess light. Model includes a dipstick/flexible sampling pump. Nobl¢1 Cpom a�ny P.OBox 350•Grand Haven,MI 49417-0350.800.878-5788•Fax: 231-799.8850•www.noblecompany.com ®R.egistered Trademark of Noble Company,Grand Haven MI. TM Trademark of Noble Company,Grand Have n MI. 2014 Noble Company y File#FF042014-02 I Supersedes PG38 PD 03111 FireFightero PG38 Pre-mixed Antifreeze for Wet Fire Sprinkler Systems INSTALLATION SYSTEM REQUIREMENTS, LIMITATIONS&CAUTIONS • Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter PG38 NFPA requirements. should conform to local,state and NFPA requirements.The • FireFighter PG38 should be tested prior to introduction into use of antifreeze within these systems should also conform to the system. NFPA requirements. • Do not dilute or add concentrate to FireFighter PG38. Use of antifreeze solutions should also be in conformance • After filling the system,follow NFPA guidelines for testing the with any state or local health codes. Please contact your local antifreeze. Fluid samples should be tested from a minimum health authorities if you have any questions concerning the of a high point and low point, and should be comparable to codes in your area. both each other and to the sample of the fluid tested prior to introduction into the system. Chemicals which compose FireFighter PG38 can break down • NFPA requires a tag to be affixed to the riser indicating over time. NFPA 25 requires that the freezing point of the the date tested or replaced,the type and concentration by system should be tested at least once a year. Periodic testing volume of fluid used,system capacity(in volume), contractor of systems is critical to maintaining the proper concentration name and license number, and a statement indicating if the and freeze point of the fluid. Leaks,pressure surges, and entire system was drained and replaced with antifreeze. temperature changes to the system can cause antifreeze Tags are available free of charge from Noble Company or to flow out of the system or water to flow into the system your local FireFighter distributor. changing the freeze temperature. SYSTEM PROTECTION %of Freeze Flow Burst Specific Gravity FireFighter Point Point Point @77°F/25'C PG38 100 0°F -15T -50T 1.037 Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the temperature where the fluid is solid,expanding and bursting the vessel. FireFighter ACCESSORIES ®A - The Palm Abbe refractometer is fast, Safe"FireFighter PG38 is considered"Generally Recognized as by -®- . ••• : Drug,Administratiom convenient,and easy to use. Simply place Non-Toxic,is,used to describe extremely low chronic a drop or two of fluid in the titanium well and acute toxicity. No.maximum safe intake for and press a button.The custom-designed humans has,been established". microprocessor is temperature compensating and delivers readings for glycerin and propylene glycol for both TOXICOLOGICAL, ENVIRONMENTAL, percentage by volume and freeze point.Accuracy of+/-.10%. INFORMATION, The analog refractometer features a FireFighter PG38 is virtually harmless • animals propylene glycol coolant temperature scale • • , • - - • •• . of and is made of polybutylene terephthalate should •- in conformancenational, and (PBT)thermoplastic.The rubber insulated grip protects local health ••- samples from heat; hood eliminates excess light. Model includes a dipstick/flexible sampling pump. P.O.Box 350•Grand Haven,MI 49417-0350.800-878-5788•Fax:231-799-8850•www.noblecompany.com Noble 1 Company istered Trademark of Noble Company,Grand Haven MI. Tm Trademark of Noble Company,Grand Haven MI.©2014 Noble Company •R�9 ' Y. � ' Y. � Y File#FF042014-02 I Supersedes PG38 PD 03111 FireFightero PG38 Pre-mixed Antifreeze for Wet Fire Sprinkler Systems INSTALLATION SYSTEM REQUIREMENTS, LIMITATIONS&CAUTIONS • Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter PG38 NFPA requirements. should conform to local,state and NFPA requirements.The • FireFighter PG38 should be tested prior to introduction into use of antifreeze within these systems should also conform to the system. NFPA requirements. • Do not dilute or add concentrate to FireFighter PG38. Use of antifreeze solutions should also be in conformance • After filling the system,follow NFPA guidelines for testing the with any state or local health codes. Please contact your local antifreeze. Fluid samples should be tested from a minimum health authorities if you have any questions concerning the of a high point and low point, and should be comparable to codes in your area. both each other and to the sample of the fluid tested prior to introduction into the system. Chemicals which compose FireFighter PG38 can break down • NFPA requires a tag to be affixed to the riser indicating over time. NFPA 25 requires that the freezing point of the the date tested or replaced,the type and concentration by system should be tested at least once a year. Periodic testing of systems is critical to maintaining the proper concentration volume of fluid used,system capacity(in volume),contractor name and license number,and a statement indicating if the and freeze point of the fluid. Leaks, pressure surges, and entire system was drained and replaced with antifreeze. temperature changes to the system can cause antifreeze Tags are available free of charge from Noble Company or to flow out of the system or water to flow into the system your local FireFighter distributor. changing the freeze temperature. SYSTEM PROTECTION %of Freeze Flow Burst Specific Gravity FireFighter Point Point Point @77°F/25°C PG38 100 0°F -15T -50°F 1.037 Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the temperature where the fluid is solid,expanding and bursting the vesse 'FDA REFERENCE l. FireFighter ACCESSORIES FireFighter PG38 is considered"Generally,Recognized The Palm Abbe refractometer is fast, Safe'by -•- .l'Food,e Drug Administration. convenient,and easy to use. Simply place NonmToxic is used to describe extremely low chronic a drop or two of fluid in the titanium well and acute toxicity. No maximum safe intake for and press a button.The custom-designed humans has been established. microprocessor is temperature compensating and delivers readings for glycerin and propylene glycol for both TOXICOLOGICAL, ENVIRONMENTAL, percentage by volume and freeze point.Accuracy of+/-.10%. INFORMATION The analog refractometer features a FireFighterto animals %ii4l� propylene glycol coolant temperature scale or • ,nts; however,the disposal of and is made of polybutylene terephthalate should be in confornational, . . (PBT)thermoplastic.The rubber insulated grip protects local health codes. samples from heat; hood eliminates excess light. Model includes a dipstick/flexible sampling pump. tP.O.Box 350•Grand Haven,MI 49417-0350.800-878.5788•Fax:231-799-8850•www.noblecompany.com INOb�¢t C®111 dtt(- ' y 0 Registered Trademark of Noble Company,Grand Haven MI. TM Trademark of Noble Company,Grand Haven MI.©2014 Noble Company y File#FF042014.02 I Supersedes PG38 PD 03/11 F ir Fighter PG3,8 i Z-7 -� FireFighter P638 Pre-mixed Antifreeze for Wet Fire Sprinkler Systems PRODUCT DESCRIPTION FireFighter PG38 is a non-toxic, propylene glycol-based antifreeze for use in all types of wet fire sprinkler systems,with the exception of CPVC and galvanized. FireFighter PG38 is factory pre-mixed to NFPA guidelines of a 38%propylene glycol solution by volume.All fire sprinkler systems utilizing FireFighter PG38 should conform to local,state,and NFPA . requirements.The use of antifreeze within these systems ll should also conform to NFPA requirements. i ' j�y APPLICATIONS FireFighter PG38 antifreeze is used in any environment where the potential exists for freezing conditions.When used undiluted, FireFighter PG38 protects against freeze damage failure and ensures flow in wet firesprinkler systems. *` SIZES • 1-gallon plastic bottles • 55-gallon drums • 5-gallon pails • 275 or 330-gallon totes • 30-gallon drums • 5000-gallon tank truck • Accurate Factory Pre-Mix Complies with NFPA guidelines a Blended with deionized water No minerals for scale formation • Non-Toxic` FDA Classification of Generally Regarded as Safe (G.R.A.S.) to humans and animals NO t A4y uF,;\ Z4� %461� '11 1N®bl¢ Company ' ' ' ONLINEASimple Solutions...Proven Performance FireFightero PG38 Pre-mixed Antifreeze for Wet Fire Sprinkler Systems INSTALLATION SYSTEM REQUIREMENTS, LIMITATIONS&CAUTIONS • Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter PG38 NFPA requirements. should conform to local,state and NFPA requirements.The • FireFighter PG38 should be tested prior to introduction into use of antifreeze within these systems should also conform to the system. NFPA requirements. • Do not dilute or add concentrate to FireFighter PG38. Use of antifreeze solutions should also be in conformance • After filling the system,follow NFPA guidelines for testing the with any state or local health codes. Please contact your local antifreeze. Fluid samples should be tested from a minimum health authorities if you have any questions concerning the of a high point and low point, and should be comparable to codes in your area. both each other and to the sample of the fluid tested prior to introduction into the system. Chemicals which compose FireFighter PG38 can break down • NFPA requires a tag to be affixed to the riser indicating over time. NFPA 25 requires that the freezing point of the the date tested or replaced,the type and concentration by system should be tested at least once a year. Periodic testing volume of fluid used,system capacity(in volume),contractor of systems is critical to maintaining the proper concentration name and license number, and a statement indicating if the and freeze point of the fluid. Leaks, pressure surges, and entire system was drained and replaced with antifreeze. temperature changes to the system can cause antifreeze Tags are available free of charge from Noble Company or to flow out of the system or water to flow into the system your local FireFighter distributor. changing the freeze temperature. SYSTEM PROTECTION of Freeze Flow Burst Specific Gravity FireFighter Point Point Point @77'F/25°C PG38 100 0°F -15°F -50°F 1.037 Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the temperature where the fluid is solid,expanding and bursting the vessel. FireFighter ACCESSORIES FDA REFERENCE FireFighter PG38 is considered"Generally Recognized The Palm Abbe refractometer is fast, convenient,and easy to use. Simply place Safe"as •y the Federal F••• : Drug Administration. Non-Toxic is used to describe extremely low chronic a drop or two of fluid in the titanium well d acute • - • and press a button.The custom-designed humans has been established. microprocessor is temperature compensating and delivers readings for glycerin and propylene glycol for both TOXICOLOGICAL, HEALTH percentage by volume and freeze point.Accuracy of+/-.10%. INFORMATION The analog refractometer features a FireFighter PG38 is virtually harmless to animals A4 propylene glycol coolant temperature scale or • .nts; however, the disposal of and is made of polybutylene terephthalate should •- in conformance • and (PBT)thermoplastic.The rubber insulated grip protects local health ••- samples from heat; hood eliminates excess light. Model includes a dipstick/flexible sampling pump. P.O.Box 350•Grand Haven,MI 49417-0350.800-878-5788•Fax: 231-799-8850•www.noblecompany.com Nobl¢1 Company •Registered Trademark of Noble Company,Grand Haven MI. TM Trademark of Noble Company,Grand Haven MI.0 2014 Noble Company Y File#FF042014.02 I Supersedes PG38 PD 03/11 eFightero PG38, t FireFighter PG38 Q_4811' Pre-mixed Antifreeze for Wet Fire Sprinkler Systems PRODUCT DESCRIPTION FireFighter PG38 is a non-toxic, propylene glycol-based antifreeze for use in all types of wet fire sprinkler systems,with the exception of CPVC and galvanized. FireFighter PG38 '`'" is factory pre-mixed to NFPA guidelines of a 38%propylene glycol solution by volume.All fire sprinkler systems utilizing `. ' FireFighter PG38 should conform to local,state, and NFPA requirements.The use of antifreeze within these systems 1,t should also conform to NFPA requirements. APPLICATIONS FireFighter PG38 antifreeze is used in any environment where the potential exists for freezing conditions.When used undiluted, FireFighter PG38 protects against freeze damage failure and ensures flow in wet fire sprinkler systems. w .•k: SIZES • 1-gallon plastic bottles • 55-gallon drums 5-gallon pails • 275 or 330-gallon totes • 30-gallon drums • 5000-gallon tank truck • Accurate Factory Pre-Mix Complies with NFPA guidelines • Blended with deionized water No minerals for scale formation • Non-Toxic* FDA Classification of Generally Regarded as Safe (G.R.A.S.) to humans and animals 1 PRODUCTDETAILS rp V�\ �Z 44k Noble Companyo ' ' '5 Simple Solutions...Proven Performance x i� Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many pre- cision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves Y C • Concealed automatic sprinklers Electrical system J X • Adjustable automatic sprinklers Sprinkler emergency cabinets N Y Dry automatic sprinklers • Sprinkler wrenches 0 0 • Intermediate level sprinklers • Sprinkler escutcheons and guards N Y • Open sprinklers • Inspectors test connections En0 • Spray nozzles • Sight drains Q Alarm valves Ball drips and drum drips • Retarding chambers Control valve seals U) • Dry pipe valves • Air maintenance devices CU • Accelerators for dry pipe valves • Air compressors Lij 0 • Mechanical sprinkler alarms • Pressure gauges Z • Electrical sprinkler alarm switches • Identification signs N C • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled n (800)431-1588 Sales Offices Paper (800)848-6051 Sales Fax Revision lines indicate updated or new data. I (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.12/21 P/N 9999970300 1" x 1/2" REDUCING TEE OR ELBOW — — — --------+-------- ------ 2 5/8" D/A. 2 5116" DIA — �' HOLE IN CEILING L_ J CUP 00 tl8 1 112" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING 5/16" MAX. 3/4" Y COVER ADJUSTMENT COVER PLATE = ASSEMBLY 3 5116" DIA. X SPRINKLER c c6 CONCEALED, 516" ADJUSTMENT 017FG02A N Y Fig. 5- Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16- inch (8.Omm) adjustment-Model CCP cover plate `1 C6 Maintenance Material Data The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass, QM Brass,or Low Lead Brass o the sprinkler system maintained in accordance with NFPA 25. U) Do not clean sprinklers with soap and water, ammonia or any Deflector: CDA Alloy 220,260,or 510 N other cleaning fluids.Remove dust by using a soft brush or gen- Load ScrewlPintle: CDA Alloy 360 or 544 > tle vacuuming. Replace any sprinkler which has been painted Cup: CDA Alloy 651 or 693 a) (other than factory applied)or damaged in any way.A stock of Washer: Nickel Alloy 440 or 360,coated with PTFE aspare sprinklers should be maintained to allow quick replace- Adhesive Tape ment of damaged or operated sprinklers. Bulb: Glass 10 Finishes (')(Z) Standard Finishes OrderingInformation -n Sprinkler Escutcheon Cover late Bronze Brass I Chrome Specify: Chrome Chrome I White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] U) White Polyester(3)16)l7> White [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] a) Special Application Finishes MSprinkler Escutcheon Cover plate 2. Sprinkler Deflector/Orientation: [Pendent][Recessed a- Electroless Nickel Electroless Nickel Pendent][Upright][Conventional][HorizontaI Sidewall] �3�c4� Bright Brass w PTFE PTFE [Recessed Horizontal Sidewall][Vertical Sidewall] Black Polyester(3)(6)(7) Bright Brass Black 0 Bright Brass(5) Black Off white 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] N Off White(6)(7) Off White Satin Chrome 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F C14 Satin Chrome Satin Chrome (68°C)][175°F(79°C)][200°F(93°C)][286°F (141-C)] Other finishes and colors may be available on special order. Consult the 5. Sprinkler Finish M factory for details. 6. Escutcheon Model: [F1][F2][FP] (2)Paint or any other coating applied over the factory finish will void all approvals and warranties. 7. Escutcheon Finish (where applicable) (3) cULus Listed as Corrosion Resistant. 8. Cover plate Model: [standard profile CCP 1/2-inch (4) FM Approved as Corrosion Resistant for SIN RAI 414, RAI 425, RAI 435, (12.7mm) adjustment][low profile CCP 5/16-inch and RA1485. (8.Omm) adjustment] (5) 200*F(93*C)maximum temperature rated sprinkler only. (6)VdS Approved for RA1425,RA1414,RA1418,and RAI 475. 9. .Cover plate Temperature Rating: [135°F (57°C) for use (7) LPCB Approved for RAI 425,RAI 414,and RAI 475. with Ordinary Temperature sprinklers][165°F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note:When Model F1 FR Series Recessed sprinklers are ordered,the sprin- klers and escutcheons are packaged separately. 7. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] Fl ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4'T 19mm) AT MINIMUM RECESS = 2-1/16'T52.4mm) AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mmJ 2 1/4" HOLE DIA. 1/8.. AT MINIMUM RECESS = 2-1/16'T52.4mm] [57.2mm] [3.2mm] 1" X 112" REDUCER NXI NN rl V) i II N11Ilhl1 i Inu' 4"-12.. c 1 15/16" DIA. /ilii ' n, ' i�ili�--- ---- [101.6mm-304.8mm] [49.2mmJ nu i 2 27/32" DIA. CEILING TO [72.2mm) DEFLECTOR um X ' -- I � TURN COLLAR UNTIL N TIGHT AGAINST SPRINKLER WRENCH BOSS. F1 ESCUTCHEON Y 3/4'T 19mmJ ADJUSTMENT CT F2 ESCUTCHEON Y 1/2'T 12.7mmJ ADJUSTMENT C Y o RECESSED HSW W/F1 OR F2 ESCUTCHEON U) (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM) CEILING TO DEFLECTOR WITH F2 ONLY. 0 Fig. 3 a� Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon m v 1" x 1/2" REDUCING a TEE OR ELBOW IT a� N 3 U) r — 2 5/8» DIA. � 2 5/16" D/A — 'J �I HOLE IN CEILING N a_ CUP 00 tl0 7 1/2" MAX. FACE OF FITTING Z _ _ __ TO FACE OF CEILING CN , DIMENSION N CEILING � 112" MAX. J 15176" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1 /2" ADJUSTMENT 017FGOIA Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate 6. 2 1/4"HOLE DIA. [57.2mmJ 1 15/16'DIA r [49.2mm] I" X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS FACE OF FITTING \ / TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II fl II AT MAXIMUM RECESS = 1'T25.4mm] L AT MINIMUM RECESS = 3/8'[9.5mmJ F1 ESCUTCHEON y J/1 J F2 ESCUTCHEON Y 3/4'T79mm] AT MAXIMUM RECESS = 3/4'Tl9mm] ADJUSTMENT 'd� AT MINIMUM RECESS = 3/8'[9.5mm] Q F2 ESCUTCHEON 1/2'T12.7mm] F1 ESCUTCHEON J ADJUSTMENT AT MAXIMUM RECESS = 7/8'[22.2mm] X 1/s" O 13.2mmJ AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON Ca AT MAXIMUM RECESS = 1-1/8'[28.6mm] N AT MINIMUM RECESS = 1-5/8'T41.3mm] Y 2 27/32"DIA. Y [72.2mmJ C Y Fig. 1 Cn Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & C: F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon N 2 I I 1" X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 2 5/16" DIA. [58.7mm] — y CUP U) CD L J a CEILING FACE OF FITTING CODETO FACE OF CEILING _ __ _ DIMENSION Z �- AT MAXIMUM RECESS = 1-1/2[38mm] - N AT MINIMUM RECESS = 1'[25.4mm] N O N c I (Q AT MAXIMUM RECESS = 9/16'[14.3mm] %2'[12.7mm] AT M/NIMUM RECESS = 1'[25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Fig. 2 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100T(38°C)Max.Ambient 150T(65°C)Max.Ambient 225°F(107°C)Max. Model Temp. Temp. Ambient Temp. Orientation 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp. atin Temp..Rating Temp.Rating Temp.Rating I Rating Orange Bulb Red Bulb 1 Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus Y Pendent cULus,ULH c Fl FR42LL Recessed Pendent cULus, ULH U) Pendent cULus J F1FRXLH Recessed Pendent cULus X Upright cULus � c Pendent cULus, FM, LPCB,VdS, EC,WM M Recessed Pendent cULus, FM, LPCB,VdS, EC,WM ry cULus,VdS,EC, Y F1 FR56 Concealed Pendent cULus,WM WM cULus,WM o Upright cULus, FM, LPCB,VdS, EC,WM Y "Conventional Pendent or Upright)" LPCB,VdS, EC,WM Y Pendent cULus,ULH F1FR56LL Recessed Pendent cULus,ULH ° Concealed Pendent* cULus, ULH o Horizontal Sidewall cULus,FM 2 F1 FR56 Recessed Horizontal cULus, FM > Sidewall Vertical Sidewall(Pen- F1 FR56 dent or Upright) cULus,FM, LPCB v Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP o cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For In- a) termediate Temperature Classification sprinklers use a 1657(74°C) temperature rated cover plate. U a� a) Recessed Escutcheon Data a� Listed and Approved Recessed Escutcheons a� (n Deflector/ Model F1 Model F2 Model FP W Model (Fig. 1 &3) (Fig.1 &3) (Fig.2) SIN a. Orientation 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment Z Z F1FR28 Recessed Pendent cULus cULus cULus RA1411 N F1FR40 Recessed Pendent VdS VdS VdS RA1418 N F1FR42 Recessed Pendent cULus cULus cULus RA1413 c F1 FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus,LPCB,VdS, cULus, FM, LPCB, cULus,VdS, EC,WM RA1414 EC,WM VdS, EC,WM FlFR56LL Recessed Pendent cULus,ULH cULus, ULH cULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 N F1FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 W4 RA1411 cULus 2 CD Upright 2.25 57 W2 RAI 421 cULus 1,2 Y Pendent 2.25 57 W2 RAI 418 VdS CL F1 FR40 4.0 57 3/8 10 Recessed Pendent 2.25 57 W4 RA1418 VdS 2 Pendent 2.25 57 W2 RA1413 cULus 2 J X F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RAI 413 cULus 2 c Upright 2.25 57 W2 RAI 423 cULus 1,2 ca N FlFR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Y IRecessed Pendent 2.25 57 W4 RAI 410 cULus, ULH C5 F1 FRXLH Pendent 2.25 57 W2 RAI 413 cULus 2 Y (F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RAI 413 cULus 2 ao with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Y cULus, FM, Pendent 2.25 57 W2 RAI 414 LPCB,VdS, EC, 1,2,3,4 WM o cULus, FM, Recessed Pendent 2.25 57 W4 RAI 414 LPCB,VdS, EC, 1,2,3,4 > WM F1FR56 5.6 80 1/2 15 cULus,VdS,EC, Concealed Pendent 2.25 57 W4 RAI 414 WM 5,6 cULus, FM, o Upright 2.25 57 W2 RA1425 LPCB,VdS,EC, 1,2,3,4 a� WM "Conventional LPCB,VdS, EC, 2.25 57 W2 RA1475 4 a) (Pendent or Upright)" WM 3 CD a) Pendent 2.25 57 W2 RA1415 cULus, ULH 1 U) F1 FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 W4 RA1415 cULus, ULH a) N Concealed Pendent 2.25 57 W4 RA1415 cULus, ULH 6 W a) Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 a iii F1FR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2.63 67 W4 RAI 435 cULus,FM 8 O Z Vertical Sidewall(Pen- cULus, FM, N F1FR56 5.6 80 1/2 15 dent or Upright) 2.25 57 W2 RA1485 LPCB 1,2,3,9 N �'�cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. m (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. P)Available with FM approved Polyester coating in black or white. (1)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprinklers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (6)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (1)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Bulletin 014 December 2021 W Rialmlabld Model F1 FR Series CD Quick Response Glass Bulb Sprinklers o CD CY Model F1 FR56 Sprinkler Types (D Standard Spray Upright ;;a , N Standard Spray Pendent Conventional Upright/Pendent h Vertical Sidewall r Horizontal Sidewall YModel F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Q Horizontal Sidewall Model 171 FR56 Concealed Sprinkler Types Standard Spray Pendent ca Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Y Standard Spray Upright Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Pendent W Pendent/Fl/F2 Model F1 FR40 Sprinkler Types N Standard Spray Pendent o Model F1 FR42, 171 FR40, F1 FRXLH & 171 FR28 3 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL& 171 FR42LL Low Lead Sprinkler Recessed Concealed~ Recessed a) Types Horizontal Sidewall Pendent Pendent/FP Q Standard Spray Pendent with less than 0.25% Lead Con- tent Listing &Approvals The following organizations provide Listings or Approvals for ~: 3 various Model F1 FR series sprinklers. See the Design and :. Installation table in this Bulletin for information on specific listings and approvals applicable to each sprinkler. XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 CU 1. Underwriters Laboratories Inc.and Certified for Cana- product Description a da (cULus) in accordance with ANSI/UL199. ui 2. FMA rovals FM Reliable Model F1 FR series sprinklers F- pp ( ) are quick-response automatic sprinklers fig$ Z 3. Loss Prevention Certification Board (LPCB)4. VdS Schadenverhutung GmbH (VdS) with a glass bulb thermal element. Model N a 0 5. Underwriters Laboratories Inc. and Underwriters Lab- F1 FR series sprinklers are Standard Spray N oratories of Canada Certified for Health Effects to NSF/ sprinklers,with the exception of the Model -00 ANSI Standard 61 Annex G (ULH) F1 FR56 Conventional sprinkler which is XLH Recessed 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- an Old-style/Conventional sprinkler. Pendent FP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times 7. WaterMark certified. Certificate Number 23347. (WM) faster than standard response sprinklers. This quick response UL Listing Category enables the Model F1 FR Series sprinklers to apply water to a Sprinklers,Automatic&Open(VNIV) fire faster than standard-response sprinklers of the same tem- Quick Response Sprinkler perature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule. This glass bulb is specially constructed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in Model F1 FR Series sprinklers must be installed with the Reli- both the liquid and vapor phases.The vapor phase can be seen able sprinkler installation wrench identified in the Design and as a small bubble.As heat is applied,the liquid expands,forcing Installation Information table in this Bulletin. Any other wrench the bubble smaller and smaller as the liquid pressure increases. may damage the sprinkler. A leak tight sprinkler joint can be Continued heating forces the liquid to push out against the bulb, obtained with a torque of 8 to 18 Ib-ft (11 to 24 N-m). Do not causing the glass to shatter,opening the waterway and allowing tighten sprinklers over the maximum recommended installation the deflector to distribute the discharging water. torque. Exceeding the maximum recommended installation Model F1 FR Series sprinklers provide a wide range of options torque may cause leakage or impairment of the sprinkler. where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig. 3, as applicable to the specific • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 model being installed.The Recessed Escutcheon Data table in metric), and 5.6 (80 metric) the Bulletin identifies the only recessed escutcheons that are • Flush, recessed, and concealed installations permitted to be used with each Model F1 FR Series Recessed See the Design and Installation Information table in this Bul- sprinkler.The use of any other recessed escutcheon will void all a`) letin for information on the approvals and availability of specific approvals and negate all warranties. Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizontal Model F1 FR Series Concealed Pendent sprinklers are to J Sidewall sprinklers are required to be used with Reliable Model be installed as shown in Fig. 4 or Fig. 5, as applicable to the X F1, F2, or FP recessed escutcheons. See the Recessed Es- selected cover plate. Model F1 FR56 Concealed Pendent and mcutcheon Data table in this Bulletin for listing and approval infor- Model F1 FR56LL Concealed Pendent sprinklers have a facto- C4 mation with each specific Model F1 FR series sprinkler. Model ry-installed Model CCP cup.A protective cap is installed at the Y F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are factory that should remain on the sprinkler until the sprinkler is o a friction fit assembly allowing for 3/4-inch (19mm) and 1/2- installed and should then be reinstalled on the sprinkler until the Y inch(12.7mm)of adjustment, respectively. Model FP recessed cover plate is installed.The concealed sprinkler assemblies are C escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) completed by the installation of a Model CCP push-on/thread- Y threaded adjustment. off cover plate assembly.The cover plate and sprinkler cup as- 0 Model F1 FR56 Concealed Pendent and Model F1 FR56LL semblies are joined using a cover plate skirt with flexible tabs U) Concealed Pendent sprinklers are required to be used with for threaded engagement. A choice of two Model CCP cover Model CCP cover plates.A standard profile Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch plate is available that provides up to 1/2-inch(12.7mm)of cover (8mm) of cover adjustment. Do not install Model F1 FR Series plate adjustment. In addition, a low profile Model CCP cover Concealed Pendent sprinklers in ceilings which have positive plate is also available that provides up to 5/16-inch (8.Omm)of pressure in the space above. cover plate adjustment. See the Design and Installation Infor- Model F1 FR Series Concealed Pendent sprinklers require o mation and Listed and Approved Temperature Ratings tables a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The in this Bulletin for further information on approved cover plate Model W4 wrench is used to engage the sprinkler wrenching sur- options. faces and to install the sprinkler in the fitting.Remove the protective 3 Application cap to install the sprinkler,then reinstall the protective cap until the a Model F1 FR Series sprinklers are intended for use in ac- cover plate is installed.When inserting or removing the wrench from cordance with NFPA 13, FM Property Loss Prevention Data the sprinkler/cup assembly,care should be taken to prevent dam- a Sheets, and the requirements of the Authority Having Juris- age to the sprinkler. Do not wrench any other part of the sprinkler/ a diction. Care must be exercised that the k-factor, tempera- cup assembly. Installation is completed by removing the protective ture rating, deflector style, and sprinkler type are in accor- cap from the sprinkler and pushing the cover plate onto the cup. 0 dance with the requirements of the applicable design and Final adjustment is made by hand turning the cover plate until the Z N installation standards. In addition, Model F1 FR Series sprin- skirt flange makes full contact with the ceiling.Cover plate removal N klers must be used in accordance with their listings and ap- requires turning the cover plate in the counter clockwise direction. m provals, as well as the information provided in this Bulletin. After installation, inspect all sprinklers to ensure that there is a gap Installation between the cover plate and ceiling and that the four cup slots are Glass bulb sprinklers have orange bulb protectors or protec- open and free from any air flow impediment to the space above. tive caps to minimize bulb damage during shipping, handling Concealed cover plate/cup assemblies are listed only for use and installation. Reliable sprinkler installation wrenches are with specific sprinklers. The use of any concealed cover plate/ designed to install sprinklers with bulb protectors in place. Re- cup assembly other than the Reliable Model CCP with Model move the bulb protector at the time when the sprinkler system is F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed placed in service for fire protection.Removal of the bulb protec- Pendent sprinklers or the use of the Model CCP Concealed for before this time may leave the bulb vulnerable to damage. cover plate assembly on any sprinkler with which it is not spe- Remove bulb protectors by undoing the clasp by hand. Do not cifically listed my prevent good fire protection and will void all use tools to remove bulb protectors. guarantees,warranties,listings and approvals. 2. Reliable Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model F1 FR Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 00, Fire Suppression Sprinkler Systems (formerly 13930) Sprinklers shall be a quick response, [standard spray upright] [standard spray pendent] [conventional upright/pendent] [vertical sidewall] [horizontal sidewall] that is [cULus Listed] [FM Approved]. Sprinkler frame and deflector shall be of bronze frame construction having a 'h" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts. Sprinkler temperature rating shall be [135°F (570C)] [155°F (680C)] [175°F (790C)] [200°F (930C)] [286°F (1410C)]. Sprinklers shall have a nominal K-factor of [2.8 gpm/psi'/2 (40 I/min/bar'/2) — small orifice] [4.2 gpm/psis/2 (61 I/min/bar'/2) — small orifice] [5.6 gpm/psi'/2 (81 I/min/bars/2) — standard orifice]. Sprinklers shall have a rated working pressure of 175 psi (12.1 bar). Standard finish: [Bronze] [Chrome Plated] [White Polyester] [Special finish— specify]. Sprinklers shall be of the Model F1 FR Series. Refer to Reliable Bulletin 014 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. For recessed sprinklers, add: {Recessed escutcheon assembly shall be a factory-assembled, two-piece steel escutcheon of push-on and thread off design with Y2" adjustment. Standard finish shall be [White Polyester] [Chrome Plated] [Brass] [Special finish - specify].) (Recessed escutcheon assembly shall be a two-piece "friction fit" escutcheon with [Model F2 escutcheon: '/" (13 mm)] [Model F1 escutcheon: 3/"(19 mm)] adjustment. Standard finish: [White Polyester] [Chrome Plated] [Brass] [Special finish— specify].) Recessed escutcheons that are listed for use with each Model F1 FR Series recessed sprinkler shall be used. For concealed pendent sprinklers, add: Concealed pendent sprinklers shall have a factory-installed, steel sprinkler cup. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing [1/2" (13 mm)] [5/8" (8 mm)] of adjustment. The cover plate temperature rating shall be [135°F (57°C)] [165°F (740C)]. A factory applied protective cap shall be provided to protect against installation damage. Standard cover plate finish: [Chrome] [White] [Special finish—specify]. Cover plates used with the Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers shall be the Model CCP cover plate. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 z d Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied). Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates. Model G5 series sprinklers have wrenches are designed to be turned with a standard 1/2"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads. Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque Recommended Installation. Guarantee Sprinkler Threads Torque (min.—max.) For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, ft.tb; Nan and conditions,visit www.reiiablesprinkler.com. '/2" NPT or IS07-1 R1/2 8-18 11-24 %" NPT or IS07-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand, pushing and then turning the cover Ordering Information in the clockwise direction until it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt Sprinkler only. Do not glue the gasket in place or allow the gasket to overlap Model [G5-28] [G5-42][G5-56] [G5-56 300] both the cover plate and the flange of the skirt. [G5-80] [G5-80F] • Temperature Rating[165°F(74°C)][212°F(100°C)] Maintenance Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5, G5 QR Gasket, G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. • Finish (See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for • Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. rn rn z Bulletin 034 Rel ablPage 9 of 9 May 2022 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Min.to Max. ' Min,to Max. Recommended . Dropped, Cover Plate Cover Plate. Cover Plate Face of Fitting Cover Plate. Diameter Hole Diameter in Adjustment to Deflector Temperature Ceiling Distance Rating Model Inch Inch Ceilings'! (mm) Inch below Ceiling OF (mm) Inch (mm) (mm) Inch (°C) mm G5 3-5/1s (84) 135°F(3) G5 QR Gasket(2) 3-1 /16 (57°C) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 or (67) (19) (38 to 57) (6 to 25) G5 SR Gasket(2) 4 165°F(4) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishes(l)(2) Standard Finishes Special Application Finishes Listing &Approval Agencies White Paint Off-White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(3) Underwriters Laboratories, Inc.and UL Canada (cULus) Raw Brass(Lacquered) Listing Category:Sprinklers,Automatic and Open Bright Brass(4) Guide Number: N V p Finished Bronze(4) Satin Chrome(4) FMApprovals(FM) Stainless Steel Clad(') Loss Prevention Certification Board(LPCB) Custom Printed VdS SchadenverhOtung GmbH (VdS) Notes: EC-Certificate of Conformity 0832-CPD-2062(CE) 1. Paint or any other coating applied over the factory finish will void all See Table A and the individual sprinkler data sheets in this Bulletin approvals and warranties. for listings and approvals applicable to each sprinkler. 2. Cover plates do not carry corrosion resistant listings or approvals. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the Installation finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities Model G5 series sprinklers are standard coverage,flat plate having jurisdiction. Model G5 series sprinklers must not be concealed pendent sprinklers.The sprinklers are intended for installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets,as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are shipped with awrench-able protective cap that should remain on the sprinkler until the Model G5 series sprinklers are available as either Quick-response sprinkler system is placed in service following construction. (QR)or Standard-response(SR)depending on the approval Model G5 series sprinklers can be installed without removing agency and cover plate selected. the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap Model G5 series sprinklers use Model G5 flat cover plates. Model during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 Reliable Page 8 of 9 May 2022 www.reliablesprinkler.com Model G5-80F Standard Coverage,Concealed Pendent Sprinkler SIN RA341* Technical Specifications Sprinkler Temperature Ratings "' Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) ,:' r Nominal K-Factor:8.0115 metric)) Sensitivity Max.Working Pressure: 175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table I) Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model W3 Jay Pins:Stainless Steel Model FC Deflector:Stainless Steel Listings and Approvals Cup:Steel FM Approved Model G5-80F Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link I I 3/4"(19 mm)Max. ` - 3/16"(5 mm) Deflector(retracted) �.I I I Cover Plate Adjustment Pin(extended) Deflector(extended) Model G4/G5 Cover Plate�~3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity •• Listing or Approval Agency . COVer:Plate Model .FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 Re1lab1E� Page 7 of 9 May 2022 www.reliablesprinkler.com Model :1 Standard Coverage, • • Pendent Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) >g.•. Threads:3/4"NPT or ISO 7-1 133/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) o Towers:Copper Alloy Sprinkler Wrench „; Pins:Stainless Steel Model W3 ; Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. Deflector(retracted) �.; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector(extended)--- ^_ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity Listing or Approval Agency Cover Plate Model " cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Reliable Page 6 of 9 May 2022 www.reliablesprinkler.com Model 11 Standard Coverage, • • Pendent Sprinkler1 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165 F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) . Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy (See Table 1) Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ... Tower Fusible Link I 3/4"(19 mm)Max. ' -- Deflector(retracted) �. !I Cover Plate Adjustment ;;; ; 3/16"(5 mm) Pin(extended) I I Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 300 Sensitivity Listing or Approval Agency Cover Plate Model cULus . ' G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Reliabl Page 5 of 9 May 2022 www.reliablesprinkler.com Model G5-56 Standard Coverage,Concealed Pendent Sprinkler SIN RA3415 Technical Specifications Sprinkler Temperature Ratings ; Style:Flat Concealed Pendent 165-F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C)(cULus,FM,LPCB,CE only) % : :`-'.r 9•� Nominal K-Factor:5.6(80 metric) Sensitivity Max.WorkingPressure: (See Table D) 175 psi(12 bar) Cover PlatesM, 250 psi(17 bar)(cULus only) Model G5 Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) Sprinkler Body:Brass Alloy ^i Levers:Bronze Alloy Cover Plate Finishes , Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model W3 Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals ' o , Deflector:Bronze Alloy cULus Listed(Light&Ordinary Hazard only) ' Cup:Steel FM Approved LPCB Approved VdS Approved[165°F(74°C)only] �;.-w CE Listed(2831-CPR-S2062) Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Towerjar" ....... Fusible Link 1 3/4"(19 mm)Max. ' - I Deflector(retracted) Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector(extended)---- Model G4/G5 Cover Plate 3 5/16"(84 mm)Dia. Ceiling Model G5-56 Sensitivity - Listing or Approval Agency Cover Plate Model :cULus° FM , LPCB;VdS,CE G5 QR SR SR G5 QR Gasket QR -- -- G5 SR Gasket SR SR -- QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 4 of 9 May 2022 www.reliablesprinkler.com Model G5-42 Standard . Technical Specifications Sprinkler Temperature Ratings °F(74-C)St le:Flat Concealed Pendent 165 Threads:1/2"NPT or ISO 7-1 RI/2 212-F(100°C) ` myt . Nominal K-Factor:4.2(60 metric) Sensitivitya° Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes (See Table I) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench rp?1r Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link I 3/4"(19 mm)Max. -- 1 l; 3/16"(5 mm) Deflector(retracted) Cover I I Cover Plate Adjustment Pin(extended) l lIlk Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia, Ceiling Model G5-42 Sensitivity F1 IM Listing or Approval Agency. -Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Reliabl Page 3 of 9 May 2022 www.reliablesprinkler.com Bulletin 034 May 2022 Rel Q Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 ;:✓t ": [40,60,80,&115 metric]) • Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). c • 3/4-inch (19 mm)cover plate adjustment. 'w a • Cover plate available with optional gasket. Model G5 Cover Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, •; ;=• . a Model G5 cover plate with a quick-response(QR)gasket,ora Model G5 cover plate with a standard-response(SR)gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note: Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary -- K-Factor Listings Max.Working' Sprinkler ` Sprinkler „� Cover Plate gpm/psi and Sensitivity Pressure Identification Model (Umin/bar"2) Model Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 2.8 FM SR(40) G5 QR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR cULus QR 250(17) G5 FM, LPCB,VdS, CE SR 175(12) G5-56 (80) G5 QR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) G5 G5-56 300 (8'0) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 (815) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (8.0 G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com Model G5-28 Standard Coverage,Concealed Pendent Sprinkler SIN RA34VI:_ Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165-F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212-F(100°C) •, Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 OR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower 43-5/16" Fusible Link I' 3/4"(19 mm)Max3/16"(5 mm) Deflector(retracted) .; I Cover Plate Adjustment Pin(extended)Deflector(extended)�� Model G4/G5 Cover Plate _ Ceiling Model G5-28 Sprinkler Sensitivity FS1-all rom Listing or Approval'Agency Cover Plate Model cULus FM . G5 OR SR 7 G5 OR Gasket OR -- G5 SR Gasket SR SR QR: Quick-response SR: Standard-response Bulletin 034 BMW Page 2 of 9 May 2022 www.reliablesprinkler.com Reliable Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model G5 Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 13, Wet Pipe Sprinkler Systems (formerly 13930) Flat concealed pendent sprinklers shall be [cULus Listed quick response] [FM Approved standard response]. Sprinkler to be of bronze frame construction with drop down deflector and [165°F (74°C)] [212°F (100°C)] fusible solder link assembly. Water seal construction shall utilize Belleville spring seal coated with Teflon film on both sides. Concealed pendent sprinkler shall have a nominal K-factor of [2.8 gpm/psi'/2 (40 I/min/bar'/2) —small orifice] [4.2 gpm/psi'/2 (60 I/min/bars/2) — small orifice] [5.6 gpm/psi'/2 (80 I/min/bar'/2) — standard orifice] [8.0 gpm/psis/2 (115 I/min/bar'/2) — large orifice] and have [Y2" NPT] [R'/] [3/" NPT] [R3/] thread. Sprinklers shall have a rated working pressure of [175 psi (12 bar)] [250 psi (17 bar)] [300 psi (21 bar)]. Flat cover plate assembly construction shall consist of brass cover plate attached to copper alloy skirt using [135°F (570C)] [165°F (74°C)] ordinary temperature classification solder. Concealed pendent sprinklers shall be low profile, having a maximum installation dimension of 2%" (57 mm) at full cover plate adjustment. Cover plate shall attach to sprinkler cup assembly by a threaded engagement providing 3/" (19 mm) of cover plate adjustment. Cover plate design shall be [White Painted] [Chrome] [Special Finish —specify]. A secure, factory installed protective cap shall be provided and shall be capable of preventing paint, joint compound, and other foreign matter from getting between and into the sprinkler cup assembly. The protective cap shall be wrench-able and remain on the sprinkler until the sprinkler system is placed in service. Sprinklers shall be of the Model G5 Series. Refer to Reliable Bulletin 034 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 k, I I�,�f. ,3i• Copper Tube Type L Polybutylene Tube TECHNICAL SUPPORT Tubing Size Gallons of Tubing Size Gallons of Specifications, installation design, installation techniques, and Fluid/100 ft. Fluid/100 ft. unique applications will be reviewed upon request. Address 1/2" 1.210 112" 1.02 inquiries ATTN: FireFighter Technical Support, Email us: 3/4" 2.510 3/4" 2.06 sales@noblecompany.com,or phone us at:800-878-5788. 1" 4.280 1" 3.46 Field services are available through factory representatives 1 1/4" 6.520 and Noble Company staff. Contact Noble Company for local 11/4" 5.16 representatives. 1 1/2" 9.250 1 1/2" 7.00 Additional product information and SDS are available 2" 16.060 immediately through our website at www.noblecompany.com. 2112" 23.780 2" 12.34 Schedule 40 Pipe BlazeMaster®Pipe Tubing Size Gallons of Tubing Size Gallons of Fluid/100 ft. Fluid/100 ft. ill 4.82 3/4" 3.188 Is . 1 1/4" 8.29 ill 5.018 ® ` 1 1/2" 11.107 1 1/4" 7.997 : a- "- r o •e . e 2" 18.42 1 1/2" 10.471 2112" 24.87 2" 16.369 3" 38.40 21/2" 23.953 " a3� €.�i" �"�id •�.E �Y,��`%''.�"`� yr yd�'�c �� .'�� ,. Y.B•:'�`.�j' '.� ,' �4�`r •' ,°° e , 4" 66.13 3" 35.530 .h` .✓F�^��. .a �, s c 2%Y J�3'��.'s�%w"!a'. ,gg�' ��.,'.: `Y"'9�$r 4� '�, �y $.'T/��{� a" 'y ;r✓. °C', �` e ;:UwE.a" /-.."" fie. �'�,, .C"i%' .+ .e%"i , .fs �%y" ai;Ai4-�"•`�.p. Proud member of: NATIONAL �_,' b; . $°,:'r FIRE ,:° H" f- '.: �; d$ ,..¢ SPRINKLER Jp �u5''-' Q .`'fir . ads. ASSOCIATIONSp�kfer 0 ,INC. F�,- a e NFPXa 7a :a 0 ��: ;.,�.• $. r � ��} °`?�;�.A!:f.dH �f�.'r°;f��y,�.rcp/r',. �- .. :.3f .a .�'°T�,�^°i.e n �`� � b AFd°'F,:r%...;::��<�Sis,R.4'S°,.:,F:,`�'•°f,. w Noble Company A division of 7300 Enterprise Drive,Spring Lake,MI 49456 800-878-5788 Fax:231-799-8850 www.noblecompany.com FEDERAL PROCESS ®Registered Trademark of Noble Company Tm Trademark of Noble Company,Spdng Lake,MI.©2019 Noble Company `R�[0 R P 0 R A T 1 0 N File#FF062019-03 1 06/19 1 Supersedes FF022018-04 and FF042017-01 INSTALLATION INSTRUCTIONS SYSTEM REQUIREMENTS, LIMITATIONS, &CAUTIONS Evacuate all water from system and drain drops according to All fire protection sprinkler systems that use FireFighter GL38 NFPA requirements. and GL48, and FireFighter PG30 and PG38 should conform to •FireFighter should be tested prior to introduction into the system. local,state,and NFPA requirements.The use of antifreeze within these systems should also conform to NFPA requirements. • Do not dilute or add concentrate to FireFighter. FireFighter PG30 and PG38 should not be used with systems • After filling the system, follow NFPA guidelines for testing the containing galvanized metals or CPVC pipe. antifreeze. Fluid samples should be tested from a minimum of a Use of antifreeze solutions should also be in conformance with high point and low point,and should be comparable to both,each any state or local health codes. Please contact your local health other, and to the sample of the fluid tested prior to introduction authorities if you have any questions concerning the codes in into the system. your area. • NFPA requires a tag to be affixed to the riser indicating the date tested or replaced, the type and concentration by volume ' of fluid used, system capacity (in volume), contractor name and license number, and a statement indicating if the entire system was drained and replaced with antifreeze. Tags are available free of charge from Noble Company or your local FireFighter distributor. TESTING ACCESSORIES ANALOG. • HYDROMETER • For testing the freeze point For testing the freeze point s§ ; • Use for testing propylene glycol -`,3 ~"~ Use for testing glycerine `N • Can be used to test batteries For use with: FireFighter GL38 and FireFighter GL48 For use with: FireFighter PG30 and FireFighter PG38 PAW AgRE OIGITAL REFRACTOMETER • Instant results of freezing point(PG &GL)and %concentration by volume , • Use for'testing propylene glycol and glycerine has • Auto calibration For use with: FireFighter PG30, FireFighter PG38, FireFighter GL38, and FireFighter GL48 7 Y '0x fwd. ,�; •. Chemicals which compose FireFighter GL38 and GL48 and FireFighter PG30 and PG38 can break down over time. NFPA 25 requires that the freezing point of the system be tested at least once a year. Periodic testing of systems is critical to maintaining the proper concentration and freeze point of the fluid. Leaks, pressure surges, and temperature changes to the system can cause antifreeze to flow out of the system or water to flow into the system changing the freeze temperature. TESTING FIREFIGHTER ANTIFREEZE To test the freeze protection level of FireFighter GL38 and GL48 NFPA requires a tag to be affixed to the riser indicating the date and FireFighter PG30 and PG38, the correct instrument must tested or replaced,the type and concentration by volume of fluid be used. used,system capacity(in volume), contractor name and license For testing FireFighter GL38 and GL48, Noble Company offers number, and a statement indicating if the entire system was two instruments: ' drained and replaced with antifreeze. Tags are available free of 1)A laboratory grade hydrometer charge from Noble Company or your local FireFighter distributor. 2)A digital refractometer For testing FireFighter PG30 and PG38, Noble Company offers two instruments: 1 An analog refractometer r, 2 A digital refractometer When testing indicates that the solution has weakened, drain the system according to NFPA requirements and replace with new FireFighter GL38, GL48, PG30, or PG38 according to the installation instructions and all NFPA requirements. Do not add concentrate or dilute. 4: =- q, `- For further information concerning correct testing procedures � E and test instruments, contact our technical services department and ask for"How to Choose the Correct Antifreeze Loop Tester," or visit our website www.noblecompany.com. 6 FireFi hter°PG30. FireFighter PG30".is anon-toxic, ro lene I col- g P. PY g Y based antifreeze for use in all t es of we fire Yp ; Sprinkler systems;with the-exception of CPUC and ,. galvanized:Fi4ighter..PG30 is factory pre=mixed to M �, NFPA `uideliries of a.30% "ro lene. 1 col solution." 9.. p PY g Y. 'W F reFrghtOr . P 3E: tr �r�ytls� FireFighter PG38 is anon-toxic,propylene glycol= <.. fir ,r,ry j1 s based,antifreeze for rase:in all types of wet fire :. sprinkler systems;with the,.exception of CPVC4nd E galvanized. FireFighter P038 is factory.pre-mixed to NFPA "uidelines,of a 38%propylerie 9Icol.solution. %: AVAILABLE SIZES "'✓° 1-gallon plastic bottles Color Red • • 5-gallon pails Specific Gravity* 1.024 30-gallon drums viscosity* 2.6 cP 55-gallon drums Density* 1.027 g/cc • 275 or 330-gallon totes a_a a (grams/ml) • 5,000-gallon tank truck Boiling Point** 218°F AVAILABILITY FireFighter PG30 and PG38 are available FireFighterthroughout the U.S.through wholesale distributors. Please contact Noble Color Red Company for your local representative and Specific Gravity* 1.030 wholesaler. Viscosity* 3.5 cP CUSTOM BLENDS Density* Custom formulations are available for (grams/ml) 1.033 g/cc lower concentrations of propylene glycol. Please contact Noble Company for more Boiling Point** 218°F information. SYSTEM PROTECTION INGREDIENTS Freeze Point is the temperature where the first ice crystal forms in the fluid. Burst point is the Active: Propylene Glycol temperature where the fluid is solid, expanding, and bursting the vessel. Minimum burst point Other:Viscosity Reduction Agent, is the temperature where the fluid is at a hard freeze. 'Specific gravity measured at 77'F/25°C. Food-Grade Dye, Corrosion Inhibitor "Boiling point,density, and viscosity are measured at atmospheric pressure of 760mm. ""Fire point measured using Pensky-Martens Closed Cup test. 5 y 4 ;4 S� !J ff f � r FREEZE , BURST BURST ■ POINT POINT POINT POINT POINT POINT O '• C `]� OOF OOF W I- 0 •15°F 1 2 4 • : 10 a ' OF 0pH 8-9 H s 4 Y, 49I VI; ...... 4:r firI %WA mow Ilii i IBJ. E!'lL FLASH .JL p.3I BURST Ff_V VUr FREEZE POPN l POM 1 POTI I POM t p 0 1 N T. 4 1 0 2 4 6 8 L.. - -- - - - -207 --_-__-__----- I - SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY h� AREA = 141,622 sq. ft. Cb . (TO TIE LINE) 3.251 ac. 0 ��s 0 0>' 'P°�� \ TOE OF BLUFF CERTIFIED T0: G NORTH ROAD HOTEL LLC DR BANK, ITS SUCCESSORS AND/OR ASSIGNS STEWART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. 5 o 4NOTES: F �� `?�• —_gn 90 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.r.X pp� meq??, EXISTING CONTOUR LINES ARE SHOWN THUS: XX—————XX F.FL - FIRST FLOOR / G.FL - GARAGE FLOOR SOF °Q G�� i ?• �k!L i 2 TW - TOP OF WALL 3 BW - BOTrOM OF WALL y�c - �G•o•v x29.4 // // // // .37 38 /39 •o / / / / / `�� \a x X2 7-Z / / / / \� / z / / / /�o \ ?s° 41/ / / / cF' ° / / / / / ry� /.h'� o 01 oAQ o� / \�� / / / / / / v JK100��0 l If 1 I l �c ,e00,' A 4 / l l �2.s X If �o�, � 0\ °LA s, 01, If If 0� x `.. :•: .:.. :::.::YY.: 'r, o::` / x �p \�°s s�sy 0' �Z�• � / �, Y~�.: _ r �•':�'-r`.Y',•CJS. 42.0 �;.:Ce�.q�P>>'•'• � G�� ati ; w LIN ` ' ;�::•: QP• as c `N, \ ° _N� GAF �.rn 00 35•g //�9$p a �i7 �0 0 f��P L� .• c: / .37.7 �! S9' �c�' \\ G4�O\\�C CR �' C15b ` K�°Oo \\ �'��/ j247R / ryca Qo�g � `� � 0 `\ �� kj /QP1� G. lj 36 36.5x / v �!� 4� �.�yS/�j,.yk \ \ / oF yGy�iJ1 / 37.5 ,�i ``FSP cafij°`�o, ti�oo0 ° r.:"••••\ �� G� .Q ?�� \\ §�°�e' a otib, �' �:• \ \� e \ G�G� 4,ti / jll;lb� 000 JA loo, A us d p°ti�� , O? n 9A0`� G` \ P� tib IVY y \ // Ak �%2 � � ° Ally lore�'C�$Otiry \ NO EOGe \ o� OF 00 CIOQ ti A) \ r Gj / ` - +^O 000 O� Off. ti �O AP �o tai a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. x p.x n o ,�O 6 O o � N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEYIS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor`,Q EDUCATION LAW. yor COPIES OF THIS SURVEY MAP NOT BEARING Su Land r Y e THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: StanleyJ. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY. Joseph A. Ingegn0 L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 LENDINGLENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES of THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com q.0 WWadm u>aoc Wr L1 ® _ � mwrtuo.rcgrec[urvr • .o.ormx,x+a..s[.mealwu[muuw [iV [ ID� ea uuw em[d J35' S9[ lir ..�'J.'—� ...Y L ) rcvvim_nw,w—.enpu•.e a.risan .ave 'ME ��:n!TR[CnK j d _ a.nwwswcwll,n uN..nwu •wn .a.v.mnw.rnw..rt.mmm. Z Mir Ma xin['j 1-�sueen.L>!• � W ` j�E r ,w .wi....[..-..tea Ab a ..aa.n 3 (L 0 o `` SANITARY SEPTIC SYSTEM PROFILEFgid;-=..°"�.'.,!„""'""""" """"'°"""'°'"'" U)� o N.T S. Q > EXCAVATION INSPECTION REQUIRED .9j ��N•�' ln.aa,.r[o°rlu.a=[--.mr°.smnxl...n.w...eusds..>.a � �g FOR SANITARY SYSTEM Jt,9 Z BY HEALTH DEPARTMENT 50 ' m[�•n-e•m.m.n Q BILL OF MAT.TERRIAL9- ..� 4/l -/ / I I `•� `ten J POLYLOK D-8DX DETAIL o°"°,"",..,..,,.,x.'°"`_..„.,,.,....® ._.......,. a N.T.S. _ ELECTRIC RISER DIAGRAM u.um.,nouwrre,..nw.a.,rtua,n,uw �•'•��- Y N.T.S. ' I �,! ,o' `n\ GROUND MANAGMENT ZONE IV = w o CLEAN OUT DETAIL SANITARY SYSTEM DESIGN _ x V / /• $. 1. ♦ N.T.S. PROPOSED LOBBY BUILDING I N r^ 1ST FLOOR 1232sf X(DRY STORE)0.03= 36.96gpd SUNSET MOTEL o„ / _ ,dp'°•`, IleBASEMENT 200st UNFINISHED 62005 ROUTE 48 w x'0 RDL PA ELNTS.R� j ! > J S GREENPORT,NY a. n d spa !s •'.A' ,g' ��=t*` HYDROACTION AN 400 = 440gpd SCTMft 1000-40-01-01 W a LEACHING AREA FOR HEALTH U)+'a � t 9 0 DEPARTMENT APPROVAL STAMP 0 •.[.....,n e� - \''t 6 [7]8'dia X 12'deep LEACHING POOL �tO'`+ 8'dia X 12'deep EXPANSION POOL REMOVE ALL UNSUITABLE SOILS BELOW THE LEACHING !vv'°`a n`cv.wwrn^'amTn,^sNm.v+mdy \ L;> \ POOL TO THE SW SOILS 60'BELOW GRADE- BACKFILL ValNl d.lSa srLwer ew°mg N4 // WITH SAND &GRAVEL _n N � ,Jx. ALLOWABLE SANITARY FLOW(DENSITY) a^�° '.'°[°" YYµ9 ^ derax[L nu dl'u of,ny / �,. I'dN"r daul.w a rryui°d� PROJECT 3.251 Acres X 600aod 1950 and Allowed(PUBLIC WATER) v �! x,rad Y„-„[^^mw^s Y r� � L LOCATION n,ema.rm[x,.v[[e[[N.,,-dqm[o,v.,•.,m.m,[wvn•>t FAST MOTEL BUILDING 8 UNITS<400st= 8 X 1009pd= 80Dgpd .�..sein..au "-� OF•' AYRmJDv, WEST MOTEL BUILNG `,�_°�° „e•�A��° J $ 1:`� 0 8 DIUNITS<400s( B X 100gpd= BOOgpd BASEMENT LAUNDRY 250.f X 0.03gpd= 7.5gpd ENGINEER'S CERTIFICATION REQUIRED ML 1:,vx�v PROPOSED LOBBY m d SD&AIT P.E.OR R A.CERTIFICATION NOTE: 1600sf%0.03(DRY STORE) = 48.Ogpd OFRuINSTALLATION AND CONSTRUCTION overs lmmamwm�,^u -UNDERGROUND WATER AND GAS LINE 8t r _ RECREATION BUILDING FOR FINAL APBiOVAL.Use FORM WWM-073. LOCATIONS SUPPLIED BY CLIENT. a ` '- scale:AS NOTr:o -WASTE LINES SHOWN FOR EXISTING : /E 0 0 740sf X 0.1 gpd(DANCE CENTER)= 74.0gpd SANITARY ARE ASSUMED FROM EVIDENCE ` Water linos muse bo insoWdod by thW sxEerNa; CHALET BUILDING SEEN INSPECTING INSIDE TANKS NOTE: seMalk eounev Dont.of Health Services. NOTE: THERE ARE NO EXISTING OR .HOUSING UNIT<6DOsf= 150gpd SITE PLAN THERE ARE NO WELLS WITHIN call(631)852-5754,48h—in . 150OF PROPERTY PROPOSED DRAINAGE TOTAL FLOW= 18795god PROPOSED �,[�.�,_w• STRUCTURES ON SITE KEY PLAN advance,to sdscdWe inspectien)s). Town of Southold - Multi-Factor Authentication (MFA) Policy Multi-factor authentication (MFA) assists in protecting the Town's systems and applications by using a second source of validation before granting access to these applications to users. MFA enhances the town's security systems by verifying the identities of users before they can gain entry to our systems.This process reduces the risk of impersonation or the use of compromised credentials by an unauthorized individual. MFA is required to be used by all users with access to any of the Town of Southold's information systems. MFA is achieved through the use of a special onetime password (OTP) authentication generated from a hardware token or a smartphone application for those individuals with.a town issued mobile device. • When authenticating using MFA all users must use the generated DTPs from hardware tokens or smartphone apps in addition to their logins. • In addition to MFA, users with town issued mobile devices are required to use android screen lock security on their smartphones. • Personal mobile devices will not be permitted to be used with Southold's MFA. • Hardware tokens and the smartphone application will be provided by the Southold Information Technologies Department. • Hardware tokens must be properly secured, never shared, not left in public places and not labeled. • Hardware tokens are town property, lost, stolen or damaged devices must be reported immediately to the Southold I.T. Department. • Network access will be disabled immediately if any suspicious activity is observed or if the device is misplaced. Access will remain disabled until the issue has been identified and resolved. • If any aspect of the MFA's push request seems unusual --such as an unexpected location appearing within the request or an unknown application name, click Deny.Advise the Southold I.T. Department of the attempt and immediately change your network login password. Cisco's Duo application will be used for MFA and will help achieve security resilience against cyber-attacks. Duo End User Guides General user guide https://guide.duo.com/ End user guide for hardware tokens https://guide.duo.com/tokens End user guide for Android devices https://guide.duo.com/android � r 1 ' JUIN _ 9 2023 SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY AND ADD PROPOSED BUILDING OCTOBER 4, 2022 FOUNDATION LOCATION AND ADD PROPOSED DECK DECEMBER 14, 2022 AS-BUILT SURVEY FOR POOL MAY 2, 2023 AS-BUILT FINAL SURVEY h1 MAY 19 2023 UPDATE AS FINAL SURVEY 1' JUNE 6, 2023 UPDATE AS-BUILT SURVEY AREA = 141,622 sq. ft. (TO TIE LINE) 3.251 ac. CERTIFIED T0: NORTH ROAD HOTEL LLC mss• DR BANK, ITS SUCCESSORS AND/OR ASSIGNS O�� STEWART TITLE INSURANCE COMPANY 'P0,, ACCREDITED TITLE AGENCY, INC. P Y \G�� ON TES: TOE OF BLUFF 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xx.x EXISTING CONTOUR LINES ARE SHOWN THUS: XX- - - - -XX tJ' F.FL. - FIRST FLOOR G-FL. FLOOR TW - TOP OF WALL O // 41p OOH BW - BOTTOM OF WALL J/ 3. •.; .•BOwLAOF. lb SNo Iov 1:0 OF b�.'.i ,� ryk• 1 J� % _ _30 ,� Oe / J� J� 1.0 • '�, \� Oe, C' 9, r� BUILDING COVEF4GE OVER BITILD4BLE LOT y a� AREA AS DEFINED BY TOWN OF SOUTHOLD oF� 6� i •J•� 6 ,� F` 30.7 -31 (BUILDABLE LOT AREA = LOT AREA LANDWARD OF THE c°`` 4oe\Gc '-ti ► ;r j ?�" +° , ti'ry/ X32 r'P COASTAL EROSION HAZARD LINE = 110,330 sq. ft.) c 1 O 33 DESCRIPTION AREA X LOT COVERAGE 6 22.z Geste .•� / �,/ God �Q y�o __34 BUILDING No. 1 1,208 sq. ft. 1.1X •• Ov (INCLUDING EXISTING r 22. e 0� /� �� 01• / yc�.°,y/ 4 �� 35e' do PROPOSED DECKS) ell /��- 36 BUILDING No. 2 ••••?G,•-• �\ / / / /O� e (INCLUDING ROOF & BUILDING 2,625 3 ft. 2.4X x29 •.'.�/ �j\O / / / \e�,,� / ° -37 OVERHANGS, ENCLOSED BASEMENT q •.f // // / �0 G / �y //4ENTRANCE. STEPS do LANDINGS e°J ;• ;:jpS�P / // // O 34 p BUILDING No. 3 2,040 sq. ft. 1.8X CIS \1°� ••••;S••,• // // / �G (INCLUDING ROOF OVERHANG) •; / \ / / BUILDING No. 4 0 / �'• / 2,390 sq. ft. 2.2X �e / .;�.� / XYZ // `��IP / / N / / \.1 /•� /p� (INCLUDING G)ROOF & BUILDING 35.1 7.7x 9 •!.•,� / / / / \e° / �,�/ x / / / b�`` \ ? ma BUILDING No. 5 665 sq. ft. 0.6% o • / �c / / / � / O. O ��' (INCLUDING DECK & STAIRS) c1 POOL 925 s ft ?s�. L �}\ v _(�l�G.rO (INCLUDING COPING) q 0.8X o .-.•f•. . \o`��QF,o Pig / / s� wop0v a G � \ �•) �q5 q�` POOL PATIO 2,910 sq. ft. 2.6% �� SONE �6� e- \ E O 4 SHED 100 sq. ft. OAX OS� COJAC. 58 at.s£ ti O,I, \ \ 0J,�` y G�,Q� TOTAL 12,863 sq. ft. 11.6X \ P / x 30.1 / l 32.9 / �/ WAILL39.7 \ �P. Cb •• S�yl� h h� to O 4 fy Wti r.Y,••,•a. .yam O `\ 71 y_* y :`.,.:v ''. "' lel o I-,. 9n \ � y� �� O°y •'`.�y�'• :••Y \\ A� 259 5• R r� may, ep I !y ry0 �A \ 0 QG NA Ops !'•:�`'.:''•,_ A C` w 4z.o P�' 0 G (A 4Y. F ,> ONG. r- tom\ Ir AR 4,�' G�.1O 4 zQ1'S •c° wW \ x 2.6 {1 9�°y pG \ GP(�\\\ $ O � y� *ti•' �c '1 °" e� e\G ��` x 42.9 eA e�Q \\�c N / Al ° •'.:••; \�°�w0�``4° \moo\�� xa3.7 42.8 x 35.5 / •soy G°off E�p�o\� \ 43.0 _ - _xAzgz -net � 042.6 �• •\ •ti'1, // � ,�. x / / yt^ IsF 0\� I 43.5 \\ x - - - - - - -\,- - - - - -- X 44.3s 37.s F,SF'F, fie` '�'•i• i - \ P' ../'. \ 41,�414 1.3 j 45-.6o 429 41.8O o 44. ROOF �R 7 e3-p v WOOD � oo / �' 0 VE e\IV7 39 4 ScJ. /`ry / 9f yift / / ti aie \ 1 \ l 45.6N x x 39.3 6 9�t� 5'43.0 T� "9L•E yO� 4 e` G 41.4 1O x Qe\�� // x G� 05 /.t(. �P �� X,A � G\S�Q, 0.4 / O C00, V' / 4-� Cpl LcpO /x / h \ J��•,�p,, 4 . Q� 46.3 / % % 07 //� f4.1 -'GaF/l \'• IVY x °p y / G �4J Ne 44.4 vHF f G �'Z 0 F oyq / R``� / N �/ �� x45.8 GJQ 0- 10 g� �, �°.;.°" • •Y. �6`i`^� � \ � GWS / � \�. x46.8 �G 'rykry• �Vii. ��" w ��0° �_ �/ I / � f/ .6 ofV01 S.- N 48\ oma/ \ O�y 5%yam \ P .i• \\\ 47.6 -- / / `2 Ap C1 x 48.3 _x / e} �oky49.2 GyF x 49.2 00 0 meg, �� 1 on J V C-) ��• C7 r O O� Av Z oil O^. ti z 4 ryo �' Oma• �o Vl PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND to h�� TITLE ASSOCIATION. x 7�•Ad o �� OF NEtV JF .//.* �P•Q AtTCG9�% O "• .� � S�^'•S......•'•�J�.�" N.Y.S. Lic. No. 50467 O THIS SURVEY ALTERATION TI ADDRION Nathan rt`a'�� Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Q EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: StanleyJ. Isaksen, Jr. L.S. TO BE A vAUD TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND FOX (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY 1 AREA = 141,622 sq. ft. (TO TIE LINE) 3.251 ac. 0 �s 0 'Po TOE OF BLUFF CERTIFIED TO: NORTH ROAD HOTEL LLC �a�G DR BANK, ITS SUCCESSORS AND/OR ASSIGNS,J� o STEWART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. Oj/ pop aF e" 01 ° yo 6 NOTES: —30 _0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o� ��J �� `� �,p`rro 9?. �y 9:n EXISTING ELEVATIONS ARE SHOWN THUS:.Mx EXISTING CONTOUR LINES ARE SHOWN THUS: XX-———-XX — '�� .\OQ\ ��• `�?- ry �.l,� G.FL — GARAGE FLOOR R �.G ti� X32 B - TOBOTT u f OF WALL 12.2 ,22,4 /Goeo36 37 x244 / /39 9 x 0x 277 l / / / oma° If If If Ly If I �' / l / l01) o4yo / �'°�'° .: ,s ti \ Off, lS 6 If if �8',�, I j � / / / �E ,s k 5 0 , \ \ 00,E14 x= l is I I I l l l � 'S ��'y \ G X60 / S l I x l I I I x37.3 IfI �' o 3 Rs• 1 if 161 / / :�:::.::. 0 2 �� ,,� / / ��;, ,• '� :_ / 'N \1T\ �G0,4 `r5t'paR` i ,ems / / � •.�- • . .... ,a. \ Se GOR 2 �. \ / S. �.',+r� - ••.�' .:�'r'``-. •.%"'.::•': ,..�•-��G•i: God 9\' \ �. j' / / / 1` ii i : :' ':;,,G_.•• Vim . G �• �.� :Lw 1;': � ,`f:=: ,„� �+:•e =fp��' e\GAGE. �,`�S� '� c,o / �y> %•::::: \ �\ T J chi•�6' ��. x Ile 07 / CY K'o_3zS1 �G a a•..;:'.= \ x / 11-1 37 77 Ir `�O X05 j e�°��4'°� \\\ \ G° °�• �c� reeG� ES i \ �/ K oo / �' �/ \Ss. 36 C/\ / b // � / `\ '�01 \ �247R� aseF / m RSG I' ��?. g , 01 p �0 ♦ \ ' Oy4"o dC� .56i 36.5 x // vo "�6�� F,�O gay s °J \ 6R�P �`v Q° his�' gn � 5 �d� °� els *�o�o`� oV \ \ r , �o no tel_ \ \\ AIR. '. L� \ f• 0EG� RP \ loll dt\ _151A G�° y\CI'°5p f,i O�•c�� U \gyp �2G �yY�yQ OE'G� °d ..Y•. � �. .lc• 'Ci S`i61 �i G�J Opp �f ,°�Ey � \ �Gf OFC ING \ {A, o41 � ,moo s� 00 A/ / fi ,,moo c° o,\. ti �O AP �o PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.LS. AND APPROVED AND ADOPTED 'L FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. O�xC,1� C) "flH 0 o N.Y.S. Lic. No. 50467 `2. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY. Y CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE P.O. Box 16 1586 Main Road THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 JamesporL, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Lobby Location: Southold,New York Climate Zone: 4a Project Type: New Construction I OWN OF SOUTHOLD Construction Site: Owner/Agent Designer/Contractor. 62005 CR 48 Thomas Pedr-azzi Southold,NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill,NY 11976 917-796-5451 pedraz4o74@gmall.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-Motel: Nonresidential 3150 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Motel] 1600 45.0 0.0 0.023 0.027 Basement Wall 1:Solid Concrete:10"Thickness,Medium Density, 1600 — 5.0 0.143 0.119 Furring:None,Wall Ht 9.0,Depth B.G.1.0,[Bldg.Use 1-Motel] Floor 1:Wood-Framed,[Bldg.Use 1 -Motel] 1600 30.0 0.0 0.033 0.033 NORTH Exterior Wall 1:Wood-Framed,24"o c.,[Bldg.Use 1 -Motel] 530 21.0 5.0 0.044 0.064 EAST Exterior Wall 3:Wood-Framed,24"o c.,[Bldg.Use I-Motel] 580 21.0 5.0 0.044 0.064 SOUTH Exterior Wall 2:Wood-Framed,24"o.c.,[Bldg.Use 1 -Motel] 530 21.0 5.0 0.044 0.064 WEST Exterior Wall 3 copy 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Motel] 580 21.0 5.0 0.044 0.064 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C-.\Users\pedra\Desktop\Sunset.cck Page 1 of 16 L e COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Lobby Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studloPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmaii.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Motel 3150 0.66 2126 Total Allowed Watts= 2126 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Motel LED 1:LED MR 6W:, 2 40 6 240 Total Proposed Watts= 240 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 3 of 16 a COMcheck Software Version 4.1.5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Lobby Project Type: New Construction Exterior Lighting Zone 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmall.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Driveway 25 ft2 0.04 Yes 1 Entry canopy 36 ft2 0.25 Yes 9 Stairway 10 ft2 0.7 Yes 7 Total Tradable Watts(a)= 17 Total Allowed Watts= 17 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast .Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Driveway(25 ft2):Tradable Wattage Compact Fluorescent 1:Twin Tube 7W:Magnetic: 1 12 7 84 Entry canopy(36 ft2):Tradable Wattage Compact Fluorescent 2:Twin Tube 13W:Magnetic: 1 14 7 98 Stairway(10 ft2):Tradable Wattage Compact Fluorescent 3:Twin Tube 13W.Magnetic: 1 10 7 70 Total Tradable Proposed Watts= 252 ® o a r• oe' o. Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 4 of 16 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # plan Review Complies? Comments/Assumptions & Req.li3 C103.2 Plans and/or specifications provide all ❑Complies [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 bulbs and ballasts,transformers and control devices. C103.2 Plans,specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment []Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C402.4.1 The vertical fenestration area <= 30 ❑Complies [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 [PR11]1 gross roof area. :❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 5 of 16 Section # Plan Review Complies? Comments/Assumptions & Req.iD C402.4.2 In enclosed spaces> 2,500 f:2 ❑Complies (PR14]1 directly under a roof with ceiling ❑Does Not heights>15 ft, and used as an office, lobby,atrium,concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation,or workshop,the following requirements apply: (a)the daylight zone under skylights is >_ half the floor area; (b)the skylight area to daylight zone is>= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 Plans,specifications, and/or ❑Complies (PR9]'i calculations provide all Information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) L 2 Medium Impact (Tier 2) 3 i Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 6 of 16 Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Reg.l® C303.2 Below-grade wall Insulation installed ❑Complies [F02]2 per manufacturer's instructions. []Does Not ❑Not Observable _ ❑Not Applicable . C303.2.1 Exterior insulation protected against ❑Complies [F06]1 damage,sunlight, moisture, wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable _ []Not Applicable . C402.1.4 Below-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [F01]2 ❑Does Not ❑Not Observable. ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies 'See the Envelope Assemblies table for values. [FO12]3 insulated to>=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1,1 High Impact(Tier 1) 2Medium Impact(Tier 2) 13 j Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 7 of 16 Section # Framing/Rough-in Inspection Complies? Comments/Assumptions& Req.ID C402.5.7 Vestibules are installed on all building ❑Complies (FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 8 of 16 section # Mechanical Rough-in inspection Complies? Comments/Assumptions & Re .i® C402.5.5, Stair and elevator shaft vents have ❑Complies C403,2.4. motorized dampers that automatically ❑Does Not 3 close. Refernece section C403.7.7 for [ME3]3 operational details. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 9 of 16 Section #fi Rough-in Electrical Inspection Complies? Comments/Assumptions Sc Req.l® C405.2.2. Spaces required to have light- -❑Complies 2 reduction controls have a manual ❑Does Not [EL22]1 control that allows the occupant to reduce the connected lighting load in ❑Not Observable a reasonably uniform illumination ❑Not Applicable pattern >=50 percent. C405.2.1, Occupancy sensors Installed In ❑Complies C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose [EL18]1 rooms, copy/print rooms, []Not Observable lounges/breakrooms,enclosed offices, ❑Not Applicable open plan office areas,restrooms, .storage rooms, locker rooms, warehouse storage areas,and other spaces<= 300 sgft that are enclosed by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in 'warehouses and section C405.2.1.3 for open plan office spaces. C405.2.1. -Occupancy sensors control function in ❑Complies 2 warehouses: In warehouses,the ❑Does Not [EL19]1 lighting in aisleways and open areas is controlled with occupant sensors that ❑Not Observable automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway independently and do not control lighting beyond the aisleway being controlled by the sensor. C405.2.1. Occupant sensor control function in ❑Complies 3 open plan office areas: Occupant ❑Does Not [EL20]1 sensor controls in open office spaces >= 300 sq.ft. have controls 1) ❑Not Observable configured so that general lighting can ❑Not Applicable be controlled separately in control zones with floor areas<= 600 sq.ft. within the space,2) automatically turn off general lighting in all control zones within 20 minutes after all occupants have left the space,3) are configured so that general lighting power in each control zone is reduced by>=80%of the full zone general lighting power within 20 minutes of all occupants leaving that control zone, and 4)are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy for the same area is detected. C405.2.2, Each area not served by occupancy ❑Complies C405.2.2, sensors (per C405.2.1) have time- ❑Does Not 1, switch controls and functions detailed C405.2.2. in sections C405.2.2.1 and C405.2.2.2..❑Not Observable 2 ❑Not Applicable [EL21]2 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 10 of 16 Section # Rough-in Electrical Inspection Complies? Comments/Assumptions & Req.l® C405,2.3, Daylight zones provided with ❑Complies C405.2.3. individual controls that control the ❑Does Not 11 lights independent of general area C405.2.3. lighting.See code section C405.2.3 ❑Not Observable 2 • Daylight-responsive controls for- ❑Not Applicable [EL23]2 applicable spaces, C405.2.3.1 Daylight' responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 Separate,lighting control devices for ❑Complies [EL26]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies [EL27]1 allowed for special functions per the ❑Does Not approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable C405.2.5 Automatic lighting controls for exterior ❑Complies [EL28]nu° lighting installed. Controls will be ❑Does Not daylight controlled,set based on business operation time-of-day, or []Not Observable reduce connected lighting > 30%. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not ,❑Not Observable ❑Not Applicable 0405.6 Low-voltage dry-type distribution ❑Complies [EL26]2 'electric transformers meet the ❑Does Not minimum efficiency requirements of Table C405.6. ❑Not Observable _ ❑Not Applicable C405.7 Electric motors meet the minimum ❑Compiles [EL-2712 efficiency requirements of Tables []Does Not C405.7(1)through C405.7(4). Efficiency verified through certification ❑Not Observable under an approved certification ❑Not Applicable ,program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification _ programs do not exist). C405.8.2, Escalators and moving walks comply ❑Complies C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to [EL28]2 reduce speed to the minimum ❑Not Observable permitted speed in accordance with ❑Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 !Total voltage drop across the ❑Complies [EL29]2 combination of feeders and branch ❑Does Not circuits <=5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 11 of 16 Section # Insulation InspectionComplies? Comments/Assumptions & Re .IQ I T C303.1 Roof Insulation installed per ❑Complies [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 C402.2.1 Insulation installed on a suspended ❑Complies [IN20]1 ceiling having ceiling tiles is not being []Does Not specified for roor/ceiling assemblies. ❑Not Observable Continuous insulation board installed ❑Not Applicable in 2 or more layers with edge joints pP e offset between layers, C303.1 Building envelope insulation is labeled ❑Complies [IN10]2 with R-value or insulation certificate []Does Not providing R-value and other,relevant data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2, Floor insulation installed per ❑Complies C402.2.4 manufacturer's instructions.Cavity or ❑Does Not [IN9]2 structural slab insulation installed in permanent contact with underside of []Not Observable decking or structural slabs. ❑Not Applicable C303.2.1 Exterior insulation Is protected from ❑Complies [IN14]2- damage with a protective material. ❑Does Not Verification for exposed foundation insulation may need to occur during ❑Not Observable Foundation Inspection. ❑Not Applicable C105 Installed above-grade wall insulation ❑Complies See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ❑Does Not Insulation specifications reported in ❑Not Observable plans and COMcheck reports. ❑Not Applicable C402.2.3 Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values. [INS]2 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. []Not Observable []Not Applicable C402.2.6 Radiant panels and associated ❑Complies [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 6f R-3.5. ❑Not Applicable C105 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation []Does Not specifications reported in plans and COMcheck reports.For some ceiling ❑Not Observable systems,verification may need to ❑Not Applicable occur during Framing Inspection. C402.5.1. All sources of•alr leakage In the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- ❑Not permeable wrapping material to Applicable minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low impact(Tier 3) i Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 12 of 16 f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 13 of 16 R Section # Final Inspection Complies? Comments/Assumptions &. Req.ID C303.3, Furnished O&M instructions for ❑Complies C408.2.5. :systems and equipment to the []Does Not 2 building owner or designated ❑Not Observable [FI17]3 representative. ❑Not Applicable C402.5 Building envelope contains a ❑Complies [F155]1 continuous air barrier that has been ❑Does Not tested and deemed to limit air leakage ❑Not Observable <= 0.40 cfm/ft2. ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable []Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable ❑Not Applicable C402.5.6 Weatherseals Installed on all loading ❑Complies tFI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked In the doorway. ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies . See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not Is shown on the approved lighting plans,demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved []Does Not lighting plans,demonstrating proposed watts are less than or equal [-]Not Observable to allowed watts. ❑Not Applicable C408.1.1 Building operations and maintenance ❑Complies [FI57]1 documents will be provided to the ❑Does Not owner. Documents will cover manufacturers' information, ❑Not Observable specifications, programming ❑Not Applicable procedures and means of Illustrating to owner how building, equipment and systems are intended to be installed, maintained, and operated. C408.2.5. Furnished as-built drawings for ❑Complies 1 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: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data'filename: C:\Users\pedra\Desktop\Sunset.cck Page 14 of 16 .. Envelope Compliance Statement Compliance Statement. The proposed envelope design representecHri this ment is consistent with the building plans, specifications, and other calculations submitted with this per apt n:Th proposed envelope systems have been designed to meet the 2018 IECC requirements in COMchec(� xs�$P4 . 'd to comply with any applicable mandato requirements li d in the Inspection Checklist, 4 J r� Name-Title Sig ature Date Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 2 of 16 4 /l a3 Sunset Hotel 62005 CR 48 54' -9" ' Southold NY 11944 3 A-104 201 - 711 10' - 7" 10' - 3" studioPEDRAZZI Architects Coordinate Staircase w/ Clean-Out 7 Landscape Contractor (NOTE:LOCATE ALL PLUMBING VENTS ON REAR ROOF OF BUILDING rawing Key Notes " /T I c 4" VENT THRU ROOF 4" VENT THRU ROOF 4 - 411 100 10 / 1 © © o ay. I ( H2O Heate 2x4 Stud Wall with Drywall both ® F.DI ® F.D Side COFFEE BAR ADA LAV ADA LAV I- - r - - - -I- - -I- - - - 1- - _1 ;` r 3 Pool E ui t. - -� W/H Room - - - - q P New 8" Wide 3500 psi Poured in place 1 2'1 2'1 2"l 1 211 1211 — — — DW. SIN LAV 1 I LAV. °' `� 14 }6 17 - - - _ Concrete Walls, atop of 2'-8"x1'-6" W.0W.0 D 1-4-41 © Provide 12 Air Exchange/Hr. = a�o Poured in Place Concrete Footing, (2) #5 OA Fin. Mr. to be 4"Below Main Flr. Rebar at top Of wall and bottom, Min. of FIRST FLOOR 1 3" Clearance. Footing to hae 2"x4" 2 III J Keyway and (3) #5 rebar continuous. A-104 A F.D Existing 4" Stud Wall to be Removed �- �,- - - � -„ - - � - „ ® ® �� 3 0"x6'-s° Corridor - - - - „1 1 2 211- 2 G� �" ® 4 Min. Fire ating w1 2111 DISH ASHER. HXNDSINK. CdMP.SINK. I Prep. Kitchen = 34 cr I 1�`V` 1 to -- - - - - - - - - _ - - - - - - - - - - - _ — _ — Un-excavatedAreaatStone W.0 12,E — — — — — — — — — — — — �, 2” 2" Porch. FLOOR DRAINS 2 GREASE M PSINK. 3-0 x 7-0 Mtl.Door N I o BASEMENT 3 TRAP w/Panic Hardware 3„ 2" (To Remain Unlocked During Business ® F.D ® Exit Sign. Hours) „ S/CO S/CO 3.. 3 E \ O 3 s/co Emergency Lighting Co s/co TIE INTO SEPTIC SYSTEM - 3 O I °' ------ Me --_-_ 3' - 0" F E Fire Exstingusher I. Me h. Room O I r I�====__ CLR. i 35 Storage Stor ge �______ r Floor to Be Trimm d Back S/CO Smoke/CO Detector 1 Plumbing chematicl r ----- Above-All wing�rHeadroom 3/16 - 1 -0 30 31 ��------ - fF Elec. Panel 7 O �I ii l i i i o H I it ' i i i i `� I _J Occupancy Load Calculation: BASEMENT Accessory Storage = 300 sq.ft./300 Net = 1 person 8' - 0" 12' - 6" 10' - 7" 10' - �" Prep. (Kitchen (A-2) = 480 sq.ft./200 Net = 3 person EQUIPMENT LIST 3 KITCHEN WILL BE USED TO SERVE FOOD TO t/ 2 Lobby Basement SK-3 MOTIEL GUESTS ONLY 1/411 V-011 NO COOKING DEVICES THAT CREATE SMOKE V Prep Table 72" x 30" Q Dishwash w/Side Table Ice Maker 30" x 34" (?) OR GREASE © Refrig 77" x 32" Compartment Sink Speed Rack 27" x 22" © Freezer 77" x 31" O Hand Sink ARCHITECT: U °° Oven 40" x 40" Mop Sink studioPEDRA=l Architecture + Design 11'MIN. EQUAL EQUAL Shelves 60" x 24" 200 west 58th Street Suite 1 OC, New York, NY 10019 U a 3 phone: 917.796.5451 2 12" EQUAL 5 STRUCTURAL ENGINEER: r 7N Alvin P. Tabar P.E. + 6 EQ JAL 315 Church Street + \ 2,2„ 37 4th Floor, New York, NY 10013 + - - - 1"MAX. phone: 917.993.3200 18 00 EQUAL M 12 / M 13 „ N. �Xlm / 4 MAR 1 b 2023 SECTI❑N �` _ ��Mo�aL)!PT <'. OF SOU r r;oL® O2 Double 2 x Floor Joist OPlywood Subfloor GENERAL NOTES Lobby Basement OFloor Joist 2 2„ 1. Verify with Architect exisitng footing size and foundation wall thickness before proceeding. 6. Provide #15 felt membrane damp-proofing over trowelled on mastic on all poured concrete Plans _ - If other conditions are encountered or special site conditions prevail the contractor is foundation walls from grade to footing. O2 x 6 Blocking 6- responsible for notifing the architect. 7. Provide 6 mill polyethylene vapor barrier under concrete slab. Project Status O2. All footings to bear on undisturbed soil with a min. allowable soil pressure of 4000 lbs. /SF and 8. Provide A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be Date 03.14.23 1" Lip shall have a minimum of 3'-0" of cover. Soil is assumed to be sand/gravel, with a minimum trace 5/8" dia. x V-4" ea side Opening and 3'-6"o.c. Provide 2 bolts per sill piece minimum. Drawn b TRP ao PLAN VIEW of dry clay. Y 12 Simpson HU Hanger 3. Soil tests are required as per Section 1803.1 9. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 IN0 O 4. All footings to have (3) #5 rebar. degrees or less. Concrete shall not be poured on frozen surfaces. O 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to psi 28days. 1 N 13 5All concrete to be 3500 i stone concrete @, . A Wall. M O C16) Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws Scale As indicated 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws M J A-106 1 Sunset Hotel - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R D F 1 I 62005 CR 48 A-104 I Southold, NY 11944 I _ I GAS FIREPLACE Covered Pool DeckGAS ;FIREPLACE i studioPEDRAZZI Architects 3'-4"x '-0"Temp.Glass Door \1— -_/ I w/Pan c Hardware (To Re ain Unloc ed During Business 41 - 011 6' - 2" I Hours) I Drawing Key Notes L - - - - - -1' - 8"- -� 2x6 Stud Wall (See Wall Section) UA UA /01� - - - - - - - - © 2x4 Stud Wall with Drywall both I - - - Egress Clear 7�1 oIde Space (19.5 sq.ft) 2' - 3" - 2'- - - -- - M1New 8" Foundation Wall Coffee Bar _ � _ J_ _ Space (80 sq.ft.) ---d. - ---- - - - - - -- - 1 -__ - - Retail i ADA La I F` / - - - -- . ---- -- -- ---- --_' - - - - I - ---- co ----- Space I � - - - - Existing 4" Stud Wall to be Removed c° ---- - ------- - --- -- - - - - :. 6� - 6"- (70 sq.ft) I 3' - 0" - - - _ --- -- { Un-excavated Area at Stone E --- - - - - -- -- -- - -- - - - t - --- Hallway 10'-8" - - - - Porch. - - - - - ---- --- - -- - -- ----- --- - - -- - -- -- - -- - - - - - ----- - Hotel - - -- - -- -- Hotel obby-- - -_- I ® Exit Sign. A-104 ( - - -- - - - --- ---- - - - - - - - - ----- y g' g" -- -- �L" ADA La = - - - - - - - - - / -- -, Emergency Lighting ►� --- -- - Light 1230 sq.ft x 8%=98 sq.ft/Provided 550 sq.ft - ------- Furniture --- - - — --- - - - Furniture - -Venting 1230 sq.ft x 4%=49 sq ft/Provided 65.5 sq.ft 1 - ti I Fireplace + Hearth --- --Space (60 sq.ft.) - r -- --- - - -- -- -- - Masoni�eDoor - - i -I_ - - F.E] Fire Extinguisher I Space (40 sq.ft.) co - - - --- --- 9' - 311 _ Cased opening — - - - - - - o0 - - - --- - CV - - ---- - - — --- 2 A-106 - ---- --- - - { - - - --- - - Occupancy Load: --- - I -- - - -- - -- - - -- - - 30"x 54" Storage Loft Ladder Above II, - - - - - - - - -- - �_ I Dihnensions Stud-Stud Lobby (A-2) = 1230 sq.ft All I 11 I on�cen ra e (FixedTables airs A-105 2 - - 1 -- - --- -- I Storage ` j Excluding Lav's, Hallway &Vestibule I / I d'ng ADA 1 / - - -- -- - -- -- - -- - -- ---- -- - --- -- - -- - - Check-In I, -- -- - - - - - -- -- _. - - Space -==_ = 1230 s,q 15 Net = 8 persons I .ft/ * 2 o - II � v � I Q0 _ 42"_ 7° i N _ (98 sq.ft) 3. _ 0��_ i _ K - - -- -- - - - M _ Occupancy - 82 persons Cb - - - - -------- - - - - I _ - CLR. .- I' - - - - --- - - - - - *F7 F-1 As per NYS Code Table 1004.5 I - Banquette/Table - -- --- - - - Notched Floor-See Section(60 sq.f .) Space Reductions Egress Clear - - ---- I o \ I SK-3 Retaill Space = 70 sq.ft - - ' (19.5 sq.ft) Check-in Space = 98 sq.ft -- - - -- - - - - - - ----- (2) Egress Clear Spaces = 38 sq.ft l - d Q] I Banquette/Table = 60 sq.ft O A I Coffee Bar = 80 sq.ft L- _ - - - - - - - - - - - - - - - - - - - - - -�-�-��\ - - - - - - - J Furniture Space = 60 sq.ft 10' - 0" I Verify Stair Opening with Stair Fabricator Fireplace + Hearth Space = 40 sq.ft 3'-4" K 8'-0"Temp.Glass Door I 101 - 711 w/P nic Hardware Total = 446 sq.ft cfl (To F emain UnIeked During Business p� Hour ) 2 A-113 ALL FURNITURE TO BE FIXED Driveway ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street IL Flo r' P ! Suite 10C, New York, NY 10019 1 :Lobby Ian A-105 1/4" 1'-0" phone: 917.796.5451 = STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 4'- 10" 315 Church Street Structural Mulled T-01' 4th Floor, New York, NY 10013 Windows phone: 917.993.3200 \ ` ` o Window Type B Lobb Floor Plan (Casement) bo �R .s .. P , i\ CD Tempered �� ,.ffi Project Status 45 MIN. Fire Rated Door& Frame 3'-0"x 6'-8"Fiberglass Entry Door 2'-8"x 6'-8" MDF Door Glazing s (Simpson or Approved Equal) w/Panic Hardware � r Date 03.14.23 (ADA Lav-32"Clear Opening) Window Type A \ r Drawn by Author (Fixed) Window/Door Legend Copy aua 1 A- 1 02 co 0 3/8" = 1'-0" Window Schedule 0 0 1/4" = 1'-0" Scale As indicated M Sunset Hotel 62005 CR 48 Southold, NY 11944 studio PEDRAZZI Architects n li {' j I II 2 x 8u Wood Ceiling Jost 1 III i Dr I awin Ke @16"o.c. w/ 1 1/2" Pitch 9 Y Notes 'I Strips 1/4"/1 -0 ._.�. ,� ..W ..... _.. _. .. M � ._Level 2 — aJJ 51' - 8 5/811 . i I I I , I I I. IiIIIiI iiiIIIII�IIiIII� I IiIIIIIIiI i�IIIIIII i—I IIIIII IIIII,II iii I iii II I iaT. i i C I ei diai—r Fascia Board .,. III -iPainted ainte.d i—Black lack (3) 1 3/4 x 91/2" LVL Fire Treated Wood Headers, 3 1 3/4 x 71/2u LVL Headers Cedar SidingTrim Painted Black Fire Treated Wood 6 x 6 Post w/1 2" x 42 Sonotube w PB66 & 6� x6 Post w 12x 42 Sonotube wi I=/.P. .iB.i.'6_.i 6_& PC66 Attached to 6"x6" PT Each Columns PC66 Attached to 6"x6" PT Each Columns so e1/811 ft Level ' — III I iII lIiIiI III I -iiI=I II I IIII 11-1 i I IIIII I IIII IiIIII I i=IIIII� III� — I III� 'III IIliI I =� IIi,I — 17 1 1 I 1 L'�o\ bb P ortic o Elevation 11 '-0„1/2 = 1 _—=I I =I I =1 — I I I I I Ii-1 II I Ii Ll I I A-104 3PoricoSection A 1/2111 01 (3) 1 3/411x 91/21 LVL Headers I iAll Construction to be Fire Retardant- c' rr=—amcn�i �8IIIIIIIII "lIII(I .' A-11 05 IIiIIIIIII IIII(II (IIIIIIIIII 1 t °��.�,��'%�=P•.Ese�.GTM�F Treated Wood as defined in NF PA 7 0 3 ARCHITECT: 6 studioPEDRAZZI Architecture + Design 1 200 west 58th Street� � Suite 10C, New York, NY 10019 LO D phone: 917.796.5451 x x I o STRUCTURAL ENGINEER: 0 21/2" Pitch Strips @ 16"o.c COCO EO Alvin P. Tabar P.E. x 315 Church Street C\1 4th Floor, New York, NY 10013 phone: 917.993.3200 - -_ - - -_ - - -_ - - -_ - - - - - - - - - - - - - - - - - - - - - - - (3) 1 3/4 x 71/2" LVL Headers 11'-3" V.I.F Entry Portico Details 6 x 6" Post w/12" x 42" Sonotube w/ PB66 & PC66 Attached to 6"x6" PT Each Columns Project Status Date 03.14.23 Drawn by Author 13I A� l CO 1F F1 I N Lobby Entry Portico Plan 2 ) n N 1/2"= 1'-0" Scale 1/2" = 1'-0" M r c� ,.000_� (331, a1�� " Sunset Hotel 62005 CR 48 3 54- -g" Southold' NY 11944 201 - 71-17 studioPEDRAZZI Architects 10' - 7" 10' - 3" Coordinate Staircase w/ Clean-Out T op Landscape Contractor F NOTE: LOCATE ALL PLUMBING VENTS ON , , ; . . „ , . , Drawing Key Notes REAR ROOF OF BUILDING / "T 4" VENT THRU ROOF 4" VENT THRU ROOF oo, 4 1 1 - 411 C C = / \ I 2x4 Stud C) l� ADA' Lay. I 1 I ® H2O Heate Wall with Drywall both ® °' Side COFFEE BAR ADA LAV ADA LAV ;. F.D F.D ;•n � 1 32 ( � r 3 Pool Equipt. - - � - -J W/H Room New 8" Wide 3500 psi Poured in place I 211 2'1 2..I 12 11 12.1 � � - - � � - - - DVV. SIN LAV LAV. 14 17 _ Concrete Walls, atop of 2'-8"x1 '-6" LIT O - o Poured in Place Concrete Footing, (2) #5 W.0 W.0 © Provide 12 Air Exchange/Hr. OA Fin. Fir. to be 4" Below Main Flr. I i Rebar at top of wall and bottom, Min. of 3" Clearance. Footing to hae 2"x4" FIRST FLOOR I g 2 I Keyway and (3) #5 rebar continuous. A-104 0 -- — — —) — — — _ _ _ _ _ F ® F E Existing 4 Stud Wall to be Removed I T 2" - 2" _ - 2"- ® 3 0"x 6'-8" Corridor - - - - 4 Min. Fire ating 21 211I DISH i ASHER. HXNDSINK. CdMP.SINK. I Prep. Kitchen 34 LAV I _ — _ _ _ _ _ — _ — _ _ _ — _ — _ — — _ — _ Un-excavated Area at Stone W.0 I — — — — — — — - - - - 2 o �� r2l 2" Porch. FLOOR DRAINS12" GREASE M PSINK. T-0"x 7'-0" Mtl.Door N I co BASEMENT 3 TRAP w/Panic Hardware 3„ 2" (To Remain Unlocked During Business ® F p 3' 3" i ® Exit Sign. Hours) G S/CO S/CO F.E OG 3 I s/co Emergency Lighting CO TIE INTO SEPTIC SYSTEM - 3 O I °' -____- 3' - 011 I F E Fire Exstingusher n10 Me h. Room O I rCLR. i Storage y Plumbing Schematicl 35 g Storage _____ � �______ , Floor to Be Trimm�ed Back 3/16" - 1'-0" 30 31 ��______ Above-All wing gr Headroom S/CO Smoke/CO Detector �fF I Elec. Panel Cl) " Occupancy Load Calculation: BASEMENT Accessory Storage = 300 sq.ft./300 Net = 1 person 8' - 0" 12' - 6" 10' - 7" 10' - �" Prep. Kitchen (A-2) = 480 sq.ft./200 Net = 3 person EQUIPMENT LIST 3 41TCHEN WILL BE USED TO SERVE FOOD TO 2 Lobby Basement SK-3 MOTEL GUESTS ONLY /4 0 L,4_011"( 01OKING DEVICES THAT CREATE SMOKE Prep Table 72" x 30" Dishwash w/ Side Table Ice Maker 30" x 34" (?) OR GRIEASE s © Refrig 77" x 32" © Compartment Sink Speed Rack 27" x 22" © Freezer 77" x 31" O Hand Sink ARCHITECT: U 0 Oven 40" x 40" Mop Sink studioPEDRAZZI Architecture + Design Zo 200 west 58th Street 11'MIN. EQUAL EQUAL Shelves 60" x 24" Suite 10C, New York, NY 10019 phone: 917.796.5451 4 3 2 2 1/2" EQUAL 5 STRUCTURAL ENGINEER: Alvin P. Tabar P.E. t EQUAL 315 Church Street f 21/2" 37 4th Floor, New York, NY 10013 18 1"MAX. phone: 917.993.3200 EQUAL 00 6 M 12 13 SECTION �' ;.,. C i t ; 2 Double 2 x Floor Joist 1 � r �l OPlywood Subfloor GENERAL NOTES :Lobby Basement %1 ; .. ,^ 1. Verifywith Architect exisitn footingsize and foundation wall thickness before proceeding. 6. Provide #15 felt membrane damp-proofin over trowelled on mastic on all poured concrete ..`Yn 7 Rn" O Floor Joist _ 212" If oter conditions are encountereor special site conditions prevail the contrctor is foundation walls from rade to footing. g p Plans g g O2 x 6 Blocking �Jresponsible for notifing the architect. 7. Provide 6 mill polyethylene vapor barrier under concrete slab. Project Status Oi 2. All footings to bear on undisturbed sell with a min. allowable soil pressure of 4000 lbs. /SF and 8, Provide A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be Date 03.14.23 1" Lip 4o shall have a minimum of 3'-0" of cover. Soil is assumed to be sand/gravel, with a minimum trace 5/8" dia. x 1 '-4" ea side Opening and 3'-6"o.c. Provide 2 bolts per sill piece minimum. Drawn by TRP PLAN VIEW of dry clay. 12 Simpson HU Hanger 3. Soil tests are required as per Section 1803.1 9. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 4. All footings to have (3) #5 rebar. degrees or less. Concrete shall not be poured on frozen surfaces. Aml o 00 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to 5. All concrete to be 3,500 psi stone concrete @ 28days. N 1 "Fall. M 16 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws Yw 9 � Scale As indicated M 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws A-106 1 Sunset Hotel - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i ❑o I 1 I 62005 CR 48 A-104 Southold, NY 11944 I _ I I FAS IREPLACE Covered Pool Deck /GAS FIREPLACE i studioPEDRAZZI Architects J 3'-4"x '-0"Temp. Glass Door — I I w/Panic Hardware (To Remain Unloced During Business 41 - 011 6' - 2" I Hours) I Drawing Key Notes I- - -� i L- - - - - - ' - "- � 2x6 Stud Wall (See Wall Section) A- - - - - �g' - g�� - - I A � ' A UA -1 8 I _ 2x4 Stud Wall with Drywall both I - - -- - - - Egress Clear - ---- - I I - - - - Ida - - ------ - - - -- - - Space (19.5 sq.ft) - --- -- - 2' _ 3" 2'-1q'x 6'-8" I -- - --- -- --- - - -- - - -- onl or I I I New 8 Foundation Wall -- - --- I - - - - - - -- -- - - - - Coffee Bar - - - - �s e / �� -- = -- - -- - - - - - - - - - - i - - - Retail jy11'1' ADA La�- i-jSpace (80 sq.ft.) --- ------ - - -- - ---------- ------ ------- - --- -- ----- - ---- ® J ----- ----- -I------ --- --- - -- Space - - - - Existing 4" Stud Wall to be Removed - oo - ... - --- - - - - _ �� - --- - I - 20 / -- -_6 6 - (70 sq.ft) - A - - --- - -- - ---- -- - - - - - - --- _ _ -- -- _ _ .- _ _ __ I Un-excavated Area at Stone 3' - 0�� - -- -- - - - --- I - Hallw101-81 - - - - Porch. -- -- - - -- --- - - - - - - --- - - ... -- - -- - 2 - - Hotel obby-- - - - - Exit Sign. A-104 I - - - - - - -- — � g' - g" - ADA La_ ._ ELighting - - � Emergency n Y - - / -, er e c - - -Light 1230 sq.ft x 8%=98 sq.ft/Provided 550 sq.ft - - --- -- -- - I ' -- ----- -— Furniture - -- - -------Venting 1230 sq.ft x 4%=49 sq.ft/Provided 65.5 sq.ft - - -- -- -- _- ------ = 2'-10" 6'-8" ' " - - - r -- - - -- t -- - -- I 1 - 8 ti ((Fireplace + Hearth - -Space (60 sq.ft.) - - - - - - -- - -- -- - ____ -___ Masoni Door p r - - - - — - — - — — — — — Fire Extinguisher -------- - - - -- -- -- _ - � - -- - 3, 0��x 8�� \ I F E 'ngu' I Space (40 sq.ft) - - - - co - - - - - -- - --- 91 _ 311 - Case Opening I- --- - -' _-- O 0 N - --- - - - - --- - -- -- - - - - - - - Occupancy oad: i 30"x 54"Storage — - - - -- -- ----- - ------------- ----- ---- ---------- —- - Loft Ladder A I All D ensions Stud-Stud y ( - ) - q Above ' i_ A ir� Lobb A 2 1230 s .ft ----- ----_-- - - �- ----_ _- ------- _ ___ ----- --- ----- - - (Fixed Table hit I - - -- - - ___ - - ---- ---- -- - --. __ _ _ I / I I Excluding DA Hallway Cas) nconCen ra e I s A-105 2 _ „ - - - I Storage Ex Lav's, Ha a & Vestibule I / I -- - - -- - - - Space _——_I of Check-In 0 . 1230 sq 15 Net = 82 person ---- - - - --- - - - - --- - -- - - - -- 1 _ - - - . . __._.. - - 8 s _ o I) L V J I I s 42 7 i (9 q.ft) o - - __ N - 3 - 0 - K -- - - Occupancy _ - -- - - - - -- - -- - s -3 - p CLR_- �. _ I � Total arsons - - - - - - - - - - - - A per NYS Code Table 1004.5 - I i ------ ' Ban uette/Table — - - - - _ I� - - - = -- --- - I - Notched Floor See Section Space ReductionsSpace (60 sq.ft.) Egress Clear -3Retail Space = 70 N\ sq.ft SK ------------j--- -- ---- ------------- Space (19.5 sq.ft) ' i� i i Check-in Space = 98 sq.ft 2 giress Clear Spaces = 38 sq.ft Qj Banquette/Table = 60 sq.ft Coffee Bar = 80 sq.ft L _ OA I - - - - - - - - - - _ - - - - - -�_i-�� - - - - - - _ - J Furniture Space = 60 sq.ft 101 - 011 Fireplace + Hearth Space = 40 sq.ft Verify Stair Opening with Stair Fabricator lei 3'-4" K 8'-0"Temp. Glass Door 10' - 7" c0 w/P nic Ha draw re Total = 446 sq.ft (To emain Unlicked During Business I 2 Hour ) A-113 Driveway ALL FURNITURE TO BE FIXED ARCHITECT: studiioPEDRAZZI Architecture + Design 200 west 58th Street :L Floor I Suite 10C, New York, NY 10019 1 :Lobby „ to Plan A-105 phone: 917.796.5451 1/4 = 1 -0 STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 315 Church Street 4'- 10" Structural Mulled 3'-0" 4th Floor, New York, NY 10013 � Windows phone: 917.993.3200 i o 31 i Window Type B Lobby Floor Plan (Casement) \ o0 0CDTempered Project Status 45 MIN. Fire Rated Door& Frame T-0"x 6'-8"Fiberglass Entry Door 2'-8"x 6'-8" MDF Door Glazing (Simpson or Approved Equal) w/Panic Hardware - =a ' Date 03.14.23 (ADA Lav-32"Clear Opening) /Lv>d�� Window Type A ��q w,:°,�. Drawn by Author (Fixed) Window/Door Legend Copy ; Aml 02 01 3/8" = 1'-0" Window Schedule0 1/4" = 1'-0" r' -' Scale As indicated NT M Sunset Hotel 62005 CR 48 Southold, NY 11944 studioPEDRA=l Architects 777E l , 11 d . Drawing Notes 2 x8 Wood Ceiling Joist g Ke Y 11 1 1 2 Pitch i .c. w / 160 / , @ I H . III i Strips I I I V-0" rh I I I I I I Leve1_2 —' L - - 8 5/81, I— --E-- — I � I, Illjll �' I , SII . I I . I I II 77— Cedar Fascia Board - Painted Black I I i a 11 Fire Treated Woo 4 x 91/211 3 31 / d ;I, LVIL I f L I I Headers rs , 3 1 3/4" x 71/2" LVL I SII ' I I I � I I - I I I I I i I Headers � I' I i II I ,, I I III I I Cedar Siding TO - Painted Black I Fire Treated Wood! � I I I i I i I I I I ' i . I II,I , II, ►, � I � I 1 6" x 6" Post w/12" x 42" Sonotube w/ PB66 & - 6" x 6" Post w/12" x 42" Sonotube w/ PB66 & I � ' ' I I III PC66 Attached to 6x6 PT Each Columns I PC66 Attached to 6"x6" PT Each Columns I I I Ii \ I I I I I I I I I _ i I I i I I i I I _ - - _--- II slope 1/8 i fi I i I I i Lev el1 � \ 421 - 911 — •c�.. .d a °d a - _ � - � _ =71=1 = I I ,,.,';. -I = 11=�1=1 11=1 11=f 11=I = I 1=1 `:•. 111= 4 I =1 1= I I=111=1 I =1 I l l=1 I =1 I 1 Lobby Portico Elevation 1/2 = 1 -0 = 11 ',;' I I=111=111=111=1 I I1 1=1 1=1 11 i I iii I I 1-1 l_ l iii I I iii 1 1 iii iii I l I Iii—iii I iii ill 1 A-104 3 L PorticoSection A 1/2" 1 0l (3) 1 3/4" x 9 1/2" LVL Headers , All Construction to be Fire Retardant- Treated Wood as defined in NFPA 703 I I I I I I III ARCHITECT: l 1 CU = studioPEDRAZZI Architecture + Design J 200 west 58th Street J I I l I N Suite 10C, New York, NY 10019 `n III IIi phone: 917.796.5451 T c� x IIi I ( l x I I O I t STRUCTURAL ENGINEER: r) I I 0 21/2" Pitch Strips @ 16"o.cI I CO cc II Alvin P. Tabar P.E. iI I O IIi 315 Church Street 1 I N I l 4th Floor, New York, NY 10013 III III phone: 917.993.3200 III SII J-- - - - - - - - - - - - - - - - - - - - - - - - - - (3) 1 3/4" x 71/2" LVL Headers 811 11'-3" V.1.171 Entry Portico Details 6" x 6" Post w/12" x 42" Sonotube w/ PB66 & A-105 PC66 Attached to 6"x6" PT Each Columns Project Status Date 03.14.23 Drawn by Author t . AIIIIIII1 3 N 2 Lobby Entry Portico Plan 1/2" = 1'-011 0., >. J.,h , r., Scale 1/2" = 1 CO '-0" F: / b / \ BUILDINGDEPT Long Island Sound ' North Cottages � 0 Guest Rooms Sunset Hotel / �LID 62005 CR 48 Southold, NY 11944 00,E studioPEDRA=l Architects \ Drawing Key Notes Proposed Staircase Roof Extension (5'-0") Lawn � � \ �1 \ y� ci d, 0, East Building \ 10 Guest Rooms) st�o-\1---1' - .-1-1- 1 . Pool �,►. \ 00•, Pool Deck No Proposed Hotel Lobby.. KV '(0 Guest Rooms) 0 ,moo Parking Lot 0� West Building` 0 o ARCHITECT: 8 Guest Rooms) CO studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 COry phone: 212.581.1978 Main Entry 2 c� CR 48 t w pJ-�'�ryJ• J� �„ o Site Plan Project Status Date 06.16.22 Drawn by Author Aml CO 1p Chalet 1 1 Guest Room 1 = 20'-0" o ( v ) Scale 1 = 20'-0" N ------------------------------------------------------------- I I I I I I I I I I I I I I I I I I A A A I I I Unexcavated Area I I I 4"0 to Motel#2 (New Construction) and Chalet I I r4"0 To Recreation Space FD 1"O �1"o Connection I I I I I / 4"0 From Up to RPS'_ " " "0 Down / El I JU I — �4 fT�To Motel#1 cpasFloor Drain-to � Existing DrainageFloor Drain-to 4 46 Changing Rm. / System � Existing Drainage Pool Equipt. ' System H2O Heate I / AO AO 12 10 AO AO f I � Mechanical 5 1"0 3"0 3 0 � ' f 1„0 A f O 1„0 1„0 �1„0 „0 1„ 1112 „ I 1 f I �1 1 1 0 Changing Rm. ' 1 „0 2 A 3"0 19 A 3"0 18 A 26 3„0 A �3„0 23 A 3„0 22 A 3"0 21 3„0 - - - - A – - - — - - A – – — - - - - - - - – - - - — – — – 20 I I 22 24 21 5 3"0 24 Hotel Lobby � I 1 1 1 1"0 1„0 � 1„0 /1„0 I 1„0 "0 "0 "0 1"0 �•1 „2 0 111 0 Open Storage A I I � A A Ch ck—i n Desk ------ --------- � 40 A A A I ----------- A A A A OO O O O O O O --------- Storage 10 g --------- 13 11 ' „o 1 1 1 1 1 1 I 1 1 1 1 1 14 1 , p� to1 � I131 flu_ I I 1 I I I Unexcavated Area A (New Construction) Covered Entry 0 0 Lobby Lobby 1 st Floor Cellar Sprinkler Plan Sprinkler Plan Sprinkler Design Data Legend " Hydrant Test Data-Main Street 1 �- -Static Pressure-64 psi ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 - Residual Pressure-44 psi ® B-Ceiling Pendant Sprinkler-Reliable Model F1 FR56 - Flow- 1,922 gpm C- Stair Hall Side Wall Sprinkler-Reliable Model ” Light Hazard-Office Building Areas F1 FR56 QREC HSW EC-8 ” Density-0.1 gpm/ft2- Light Hazard J Sprinkler Piping f — — — Below Ground Piping ” NFPA 13R Motelt " Density-0.09 gpm/ft2-4 Operating (lam Oi Node Identification used in Hydrolic Calculations Heads 4 q8n-3 IL A, Water supply valves shall be Filled with Noble Model � �_� s�, '• ``"'`�� , .` ° supervised and monitored by a PG38 or equivalent d fire alarm system antifreeze solution. r,r:; y I - 051€r FScale: 4" = V-0' Condon Engineering, P.C. Sunset Motel Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road 62005 Route 48 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Greenport, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 8-12-2022 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 i I s Nunemaker, Amanda From: Daniel Pennessi <danielpennessi@gmail.com> Sent: Tuesday,June 14, 2022 12:56 PM To: Nunemaker,Amanda Subject: Fwd: North Road Hotel Attachments: M DAISY07.PDF Follow Up Flag: Follow up Flag Status: Flagged Amanda, Please see below for updated correspondence from the County. As expected, no modification is required at this time. I should have revised lobby plans for you later today and the West Building permit application by the end of this week. Thanks. ---------- Forwarded message--------- From:Chen,Xiaoyu<xiaovu.chen@suffolkcountyny.gov> Date:Tue,Jun 14,2022 at 12:40 PM Subject: RE: North Road Hotel To: randwengl@aol.com <randwengl@aol.com>, danielpennessi@gmail.com<danielpennessi@gmail.com> Cc: pgomez@randwengineers.com <pgomez@randwengineers.com> Confirmed. Thanks Very truly yours, Xiaoyu Chen, P.E. Principal Public Health Engineer Chief, Office of Pollution Control SCDHS—Division of Environmental Quality Phone: 631-854-2512 Fax:631-854=2505 PRIVILEGED AND CONFIDENTIAL INTER-OFFICE/INTRA-AGENCY COMMUNICATION NOT SUBJECT TO FOIL DISCLOSURE/NOT FOR DISTRIBUTION 1 CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: randwengl@aol.com <randwengl@aol.com> Sent: Friday,June 10, 2022 1:55 PM To:Chen,Xiaoyu<xiaovu.chen@suffolkcountyny.gov>; danielpennessi@gmail.com Cc: pgomez@randwengineers.com Subject: Re: North Road Hotel ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Hi Xiaoyu, Attached are plans showing the toilet facilities associated with the proposed swimming on the R&W approved pans and those presently proposed in the new lobby building on the project architect's plans. Please confirm that you consider them sufficiently similar as to not alter your recommendation below or advise otherwise. Please note that our drawing still governs relative to the cove base, floor drains, hose bibs and other requirements stated on our approved plans. The attached is only provided to support that we believe the layouts are sufficiently similar as to not require resubmittal at this time. Larry. A. Rubinson, P.E. R &W/ Engineers, P.C. 380 Townline Road, Suite 150 Hauppauge, NY 11788 631-969-8535 -----Original Message----- From: Chen, Xiaoyu <xiaovu.chen(cD-suffolkcountyny.gov> To: 'Daniel Pennessi' <danielPen nessi(a-)gmail.com>; randwenol(o)-aol.com <randweng1 a aol.com> Cc: pgomez(d-)randwengineers.com <pgomez(a-)-randwengineers.com> Sent: Fri, Jun 10, 2022 8:52 am Subject: RE: North Road Hotel 2 Larry, Based on your clarification, your following request has been granted. We propose that the above modifications be documented in the final certification package or if the permit needs to be renewed on revised drawings as opposed to submitting updated drawings and a modification application at this time. Thanks Very truly yours, Xiaoyu Chen, P.E. Principal Public Health Engineer Chief, Office of Pollution Control SCDHS — Division of Environmental Quality Phone: 631-854-2512 Fax: 631-854-2505 PRIVILEGED AND CONFIDENTIAL INTER-OFFICE/INTRA-AGENCY COMMUNICATION NOT SUBJECT TO FOIL DISCLOSUREINOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege.If you are not the intended recipient,you are hereby notified that any disclosure, copying,distribution,or the taking of any action in reliance on the contents of this Information is strictly prohibited.If you have received this transmission In error,please notify the sender immediately by e-mail and delete the original message. From: Daniel Pennessi <danielpennessi(a)-gmail.com> Sent: Thursday, June 09, 2022 5:29 PM To: randweng1()-aol.com Cc: Chen, Xiaoyu <xiaoyu.chen(cD-suffolkcountyny.gov>; pgomeza-randwengineers.com Subject: Re: North Road Hotel ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 The layout will remain the same. Sent from my iPhone On Jun 9, 2022, at 5:18 PM, randweng1(abaol.com wrote: Hi Xiaoyu, 1. Daniel, please respond to the first question about the toilet layout. 2. The retaining wall does not impact the enclosure and it complies with Part 6-1. 3. The filter equipment layout will be the same as on the approved set. If the contractor installs the equipment differently then shown on the approved plan we will provide an as-built with our final certification letter. Larry. A. Rubinson, P.E. R &W/ Engineers, P.C. 380 Townline Road, Suite 150 Hauppauge, NY 11788 631-969-8535 -----Original Message----- From: Chen, Xiaoyu <xiaoyu.chenOsuffolkcountyny.gov> To: 'randweng1(Waol.com' <randweng1(p7aol.com> Cc: danielpennessi@gmail.com <danielpennessib-gmail.com>; pgomezrandwengineers.com <pgomez(d)_randwengineers.com> Sent: Thu, Jun 9, 2022 4:50 pm Subject: RE: North Road Hotel Larry, Please see comments below: Thanks 4 Very truly yours, Xiaoyu Chen, P.E. Principal Public Health Engineer Chief, Office of Pollution Control SCDHS— Division of Environmental Quality Phone: 631-854-2512 Fax: 631-854-2505 PRIVILEGED AND CONFIDENTIAL INTER-OFFICE/INTRA-AGENCY COMMUNICATION NOT SUBJECT TO FOIL DISCLOSUREINOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: randwengl(M-aol.com <randweng1(ZDaol.com> Sent: Wednesday, June 08, 2022 3:51 PM To: Chen, Xiaoyu <xiaovu.chen(aD-suffolkcountyny.gov> Cc: danielpennessi4mmail.com; pgomez(M-randwengineers.com Subject: North Road Hotel ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Hi Xiaoyu, Stan reviewed the plans for the above referenced project(SP-21-00037) new swimming pool and issued a permit to construct dated February 10, 2022. When we developed the swimming pool plans the site grading was still being designed by others and the existing lobby building was to remain. Subsequent to the issuance of the pool permit to construct, the Owners and their design team made revisions that are not reflected on our drawings but that we believe do not have a design impact on the swimming pool. We stated that the three specific changes of the Town's concern will be documented in our construction certification prior to the County accepting the pool construction. Nonetheless, the Town wants written confirmation from the County (you)that the approved swimming pool plans are acceptable to the County with the revisions. 5 The specific revisions are as follows: 1. The toilet facilities associated with the swimming pool have been relocated from the west to the east side of the lobby. The revised location meets the requirements of being within 300 feet of the pool and no more than one story above or below the pool deck. All other details noted on the approved plans remain. (any changes to the toilet facilities design besides the location?) 2. The final site grading requires a retaining wall that is not within the pool enclosure and has no impact on the pool design. (would it impact the enclosure?does the enclosure still meet the 6-1?) 3. The approved plans show the filter equipment located in the existing east building basement. The original intent was to only renovate the lobby building. The final plan is to demolish and reconstruct the lobby building. The new lobby building will have a full basement. Relocating the filter equipment makes more sense in that the dedicated lobby building basement space can be specifically designed for the equipment and the operation of the equipment will not impact guests. The layout of the equipment room and equipment will remain as shown on the approved plans. The pipe lengths from the pool perimeter to the lobby building basement equipment room will be shorter than to the east building basement. Therefore, the relocation of the filter equipment room will not impact the swimming pool design. (will the layout be different compare to the approved plan?) We propose that the above modifications be documented in the final certification package or if the permit needs to be renewed on revised drawings as opposed to submitting updated drawings and a modification application at this time. Please advise if the above is acceptable to your Department. If so, we will forward this e-mail and your response to the Town. Thank you for your time. Larry. A. Rubinson, P.E. R &W/ Engineers, P.C. 380 Townline Road, Suite 150 Hauppauge, NY 11788 631-969-8535 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 6 Plan Provided by Project Atchilect.Number of Plumbing Fixtuies Snoll Be as Requited by Code&the Building Department Toile!Facilitv Notes: All plumbing fixtures and fixture fittings to be installed according to the latest Uniform Plumbing Code.Each toilet room shall have the following: I.A floor Crain. 2.A hose bib. 3. dose sanitary cove file molding. 4.A covered waste basket. 5.Suitable sanitary napkin receptacles shall be provided in the female toilet room. C 6.Floor ceramic tile to be smooth-finished with non-slip surface. 7,wall mounted liquid soop dispenser to ce installed of Iovatories. 8.Paper lowel dispenser must be provided of each room. Hose Bib W/Vacuum Breaker Floor Droin Floor Dtair. (Typical) (Typical) Trash Cori Trash Con - W/Cover W/Cover Tile Floor Tile Floor Ij County Review Stamp D Base Sanitary Cove L Base Sanitary Cove 2 1 02/07/22 1 Per SCDHS Comments Dated 02/04/22 Molding(Typical) Molding(Typical) I 1 01/26/22 Per SCDfiS Comments Dated 01125/22 Rev.No.I Rev.Dote Description Larry A.Rubinson.P.E. North Road Hotel 62005 North Road (C.R.48), Greenport, NY 11944 ., Proposed Swimming Pool `Graphic Scale r , �, ti?, 'ti R & W / Engineers, P.C. 1 �. 'i MO r_w�,4ne ind S"ai 150 f:.%'F-'lvae.Nin Y.:•<11-38 4 Toilet Facility La oUt f• ?nontloJ f96o-F.:35 a,(u31)969-8518 SP-31/4" Pool Schematic.filter Pad.Toilet Facililies D.Ig.No. Scale: = 1'-0" �' ti Caltex P ons (m feet) [DD,,g.Scale: Designed By: Checkea 3y: Dole: S P-3 114 inch=r-o• License No.:68956 Noted LAR PRG December 2221 6 3 4 5 ' ' ' Sunset Hotel Fol O2DO5CR48 Southold, NY11Q44 101-101, 101-101, studioPEDRAZZI Architects C � _ Drawing Key Notes �------ 2x0Stud Wall (See Wall Section) - All 2x4 Stud Wall with Drywall both � Side Masonite Door ------- New 8^ Foundation Wall ADA Lav � � � {} Existing 4^ Stud Wall to be Removed 20 ------- Un-excavated Area atStone ` Porch. ` Exit Sign. Emergency Lighting � y ADA Lay.Li 21 - � - �� 6'-8" . Masonite Door z /�1ws (\'2) � First Floor | z'o',s'.x` ' 123Ou�M/ 7Noi ~ 175pamona Masonite Door U uo � � U k�| ^ � 1 u `�/ |U| | t ' Nunemaker, Amanda From: Daniel Pennessi <danielpennessi@gmail.com> Sent: Friday,June 10, 2022 9:35 AM To: Nunemaker,Amanda Subject: Fwd: North Road Hotel Follow Up Flag: Follow up Flag Status: Flagged Amanda, Following please find an email chain with the chief engineer at the county, confirming that no modification is required for the three items that you raised. We are working on revised drawings to address your other comments. Thanks. Sent from my iPhone Begin forwarded message: From: "Chen, Xiaoyu" <xiaoyu.chen@suffolkcountyny.gov> Date: June 10, 2022 at 8:52:42 AM EDT To: Daniel Pennessi<danielpennessi@gmail.com>, randwengl@aol.com Cc: pgomez@randwengineers.com Subject: RE: North Road Hotel Larry, Based on your clarification,your following request has been granted. We propose that the above modifications be documented in the final certification package or if the permit needs to be renewed on revised drawings as opposed to submitting updated drawings and a modification application at this time. Thanks Very truly yours, Xiaoyu Chen, P.E. Principal Public Health Engineer Chief, Office of Pollution Control SCDHS—Division of Environmental Quality Phone: 631-854-2512 Fax:631-854-2505 PRIVILEGED AND CONFIDENTIAL INTER-OFFICE/INTRA-AGENCY COMMUNICATION NOT SUBJECT TO FOIL DISCLOSURE/NOT FOR DISTRIBUTION 1 1 ' CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: Daniel Pennessi<danielpennessi@gmail.com> Sent:Thursday,June 09, 2022 5:29 PM To: randwengl@aol.com Cc: Chen,Xiaoyu<xiaoyu.chen@suffolkcountyny.gov>; pgomez@randwengineers.com Subject: Re: North Road Hotel ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. The layout will remain the same. Sent from my Whone On Jun 9, 2022, at 5:18 PM, randweng1@aol.com wrote: Hi Xiaoyu, 1. Daniel, please respond to the first question about the toilet layout. 2. The retaining wall does not impact the enclosure and it complies with Part 6-1. 3. The filter equipment layout will be the same as on the approved set. If the contractor installs the equipment differently then shown on the approved plan we will provide an as-built with our final certification letter. Larry. A. Rubinson, P.E. R & W/ Engineers, P.C. 380 Townline Road, Suite 150 Hauppauge, NY 11788 631-969-8535 -----Original Message----- From: Chen, Xiaoyu <xiaovu.chen(@-suffolkcountyny.gov> To: 'randweng1@aol.com' <randweng1 D-aol.com> Cc: danielpennessil.@'b_gmail.com <danielpennessi(d_)gmail.com>; pgomez(a)-randwengineers.com <pgomez(a),randwengineers.com> Sent: Thu, Jun 9, 2022 4:50 pm Subject: RE: North Road Hotel Larry, Please see comments below: 2 , e Thanks Very truly yours, Xiaoyu Chen, P.E. Principal Public Health Engineer Chief, Office of Pollution Control SCDHS — Division of Environmental Quality Phone: 631-854-2512 Fax: 631-854-2505 PRIVILEGED AND CONFIDENTIAL INTER-OFFICE/INTRA-AGENCY COMMUNICATION NOT SUBJECT TO FOIL DISCLOSURE/NOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: randwen-W O-aol.com <randweng1(ab-aol.com> Sent: Wednesday, June 08, 2022 3:51 PM To: Chen, Xiaoyu <xiaovu.chen(a)-suffolkcountyny.aov> Cc: danielpennessi(M-gmail.com; pgomez(5-randwengineers.com Subject: North Road Hotel ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Hi Xiaoyu, Stan reviewed the plans for the above referenced project(SP-21-00037) new swimming pool and issued a permit to construct dated February 10, 2022. When we developed the swimming pool plans the site grading was still being designed by others and the existing lobby building was to remain. Subsequent to the issuance of the pool permit to construct, the Owners and their design team made revisions that are not reflected on our drawings but that we believe do not have a design impact on the swimming pool. We stated that the three specific changes of the Town's concern will be documented in our construction certification prior to the County accepting the pool construction. Nonetheless, the Town wants written confirmation from the County (you) that the approved swimming pool plans are acceptable to the County with the revisions. The specific revisions are as follows: 1. The toilet facilities associated with the swimming pool have been relocated from the west to the east side of the lobby. The revised location meets the requirements of being within 300 feet of the pool and no more than one story above or below the pool deck. All other details noted on the approved plans remain. (any changes to the toilet facilities design besides the location?) 2. The final site grading requires a retaining wall that is not within the pool enclosure and has no impact on the pool design. (would it impact the enclosure? does the enclosure still meet the 6-1?) 3. The approved plans show the filter equipment located in the existing east building basement. The original intent was to only renovate the lobby building. The final plan is to demolish and reconstruct the lobby building. The new lobby building will have a full basement. Relocating the filter equipment makes more sense in that the dedicated lobby building basement space can be specifically designed for the equipment and the 3 operation of the equipment will not impact guests. The layout of the equipment room and equipment will remain as shown on the approved plans. The pipe lengths from the pool perimeter to the lobby building basement equipment room will be shorter than to the east building basement. Therefore, the relocation of the filter equipment room will not impact the swimming pool design. (will the layout be different compare to the approved plan?) We propose that the above modifications be documented in the final certification package or if the permit needs to be renewed on revised drawings as opposed to submitting updated drawings and a modification application at this time. Please advise if the above is acceptable to your Department. If so, we will forward this e- mail and your response to the Town. Thank you for your time. Larry. A. Rubinson, P.E. R &W/Engineers, P.C. 380 Townline Road, Suite 150 Hauppauge, NY 11788 631-969-8535 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,June 8, 2022 12:16 PM To: 'Daniel Pennessi' Subject: RE: Lobby Daniel, I spoke with Nancy and she agreed to have the pool application as one with the lobby permit. I took over the pool file and went through all documentation. You may have the architect add the pool/patio back onto the architectural plans at this time. Also, have the site plan updated to show the pool/patio to ensure this construction will be more than 100' from top of the bluff(should be okay). The pool house layout/bathroom locations are different from the Health Dept. approval. You will have to contact them to see if these changes affect their approval. In addition,the Health Dept. approval shows the filter room being located in the east building, however,there is also a pool equipment room in the lobby. Which building will the equipment be located in? If it is different from the Health Dept.approval,they will also need to review this change. Lastly,the retaining wall configuration on the latest plans differ from the Health Dept.approval—be sure this won't affect their approval. Thank you. Amanda From: Nunemaker,Amanda Sent:Wednesday,June 8, 2022 10:48 AM To: 'Daniel Pennessi'<danielpennessi@gmail.com> Subject: RE: Lobby No,the portions of the exterior wall (within 5'to an imagery line halfway between the east building and lobby) must have a 1- hour fire rating. I also need the distance from the exterior walls of the west building to the lobby to see if any portions of those walls need to be rated. Can you please have the architect send me a 3-D view of the proposed pool with the patio and the surrounding grade? We are trying to determine if this pool will require its own permit as already submitted or if it can be a part of the lobby permit(one permit). Looking at the site plan with the contour lines and elevations provided of the pool patio, we can't make a determination from what has been given to us. From: Daniel Pennessi<danielpennessi@email.com> Sent:Tuesday,June 7, 2022 9:56 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Lobby Thanks. No,the patio will not be completely raised. Can we achieve the requisite fire rating with exterior sprinkler heads and double fire proof Sheetrock on the interior? Sent from my iPhone 1 I NORTH ROAD HOTEL LLC U �r, " 62005 Route 48 Greenport,New York 11944 JAN 2 7 2022 QUILLIkIG 71-p—f. TOWN OF SOU-1-HOLD January 25,2022 VIA HAND DELIVERY Southold Building Department 54375 NY-25 Southold,New York 11971 Re: 62005 Route 48, Greenport,New York 11944 (the"Property") Application for Building Permit(Pool) To whom it may concern: Enclosed herewith please find an Application for Building Permit to construct a new swimming pool. Please note that the enclosed plans have been submitted to the Suffolk County Department of Health and we expect its issuance of a permit in the next two weeks. I can be reach at(914) 582-7861 and danielpennessi agmail.com. Very truly yours, 1�nnieE�.J e�ucesoi Enclosures. 2 3 4 5 North Road Hotel - A Proposed Main SwimmingPool A 62005 North Road (C. R. 48), Greenport, New York 11944 Revised February 2022 • 1-on91slond Sound B • B G Y� ° .1• 1 List of Drawings ° Nunh RpQd(G.R-48� Cover Sheet SP-1 of 6 Overall Site Layout, Pool Enclosure, Notes&Schedule SP-2 of 6 Pool Layout, Piping and Cross Sections SP-3 of 6 Pool Schematic, Filter Pad,Toilet Facilities&Calculations OWNER SP-4of6 Details SP-5 of 6 Details North Road Hotel LLC North Road Hotel SP-6 of 6 Notes&Specifications S.C.T.M.No.: 100-400-100-10 62005 Route 48 Greenport, New York 11944 =< SERVICES SUFFOLK COUNTY DEPARTMENT OF HEALTH Daniel Pennessi (DanielPennessi@gmail.com) - OFFICE OF POLLUTION CONTROL ---'�y °,, *gd. Eaxtenr gnu Wana APPROVAL TO CONSTRUCT FOR 914-582-7861 SWIMMING POOL >, rro'S �t . -1I4s:, PREPARED BY „O rM37een r NV1,914 D SCDHSJob Ivo.: SP-21-00037 s Tle'GIam 3:'..^,SPE'C:�<1LIGni have Geon -d'G'sr: —p d t0 tx!m Ch cr'—I .h2FU:[?,Vert:i T:ha:^v?'a"tCrk Stye ianitafY�C f bda:!3 JG�intO^di.OR SC[:n:tti!d J9 R & W / Engineers, P.C. aPPJican:Th'*;r."p—,....h-m-e 0 tb:.ronsurz.,c. tv..:wm.. ;rtj^ .r Larry A.Rubinson.P.E. The , wvxltoce;torte: ;esc 02/ Q23 gg-' 380 Townline Road - Suite 150 =R Hauppauge, New York 11788 631-969-8535 Fax 631-969-8518 Location Map County eviewamp License No.:68956 1 2 3 4 5 1 2 3 4 5 t Test Hole by McDonald Geosconce Proposed Pool Design Data Schedule Chlorine Demand Permit Notes December 1.2021 Area S uare Feel 800 Solt Chlorine Calculation 1.Owner will obtain County Permit to construct the pool.Work must be Volume Gallons 24.000 Lbs of CI/Day=90 GPMx60 Min/Hrx24 His/Doyx8.34 Lbs/Gala Seem performed in accordance with opproved plans. Perimeter Lineal Feet 120 1.000.000 2.Cpnlractor shall file for and obtain local Building Department permits. Minimum water De ih 3 Ft.61n. =5.41 Lbs of CI/Doy 3.Contractor to obtain and provide electrical approval certificate. -- Maximum water De th 5 Ft.01n. Salt Chlorine Generator(Primary Sanitized Design Note: 4.Controctor to obtain potable water work permits and approvals. _M1 Mixed Sand&Loam Recirculation Rate jG/Ml 90 Backwa-h Rote G/M 90 Each Autopilot CC-I S Cell Delivers 2.5 lbs of CL/Day Contractor shall hire a licensed plumber who shall file permit and install Turnover Rate Hours 4 44 No.of Cells Required=5.41/2.5=2.2 Cells an r.p.z.device on filter room domestic water service.All other water 3' fMet Type Cartridge Provide Three(3)PPC-5 Cells supplied to pool shall be introduced through 6"air gap or rpz. _______________ Brown Clayey Sand Filter Design Rate G/M/SF 0.375 Total Cells Capable of delivering 7.5 lbs.of CI/Day ------------- With Grovel SC Filter Area Su lied S F. 400 If is Ile Contractor's responsibility to obtain a demolition permit, 7.6' Aciuol Filter Rate G/M/SF 0.225 Chlorine Demand(Cod Compliant Back-up System) plumbing permit and electrical underwriters certificate.Agency fees A %. Water in Brown Clayey y, Sand With Gravel SC 4 Pum Desi n Flow G/M 90 10%Sodium Hypochlorite Solution be reimbursed by the Owner. 5 stem Total Head Ft 65 Chlorinator Sized for 10 PPM Pum Motor Horse ower 3 H P. VSF Total Daily Flow=9D GPM x 60 Min/Hr x 24 Hrs/Day=129.600 Gal/Day It is the Contractees responsibility to review all Plans,Specifications and water in Brown Mox.Number of Persons In Pool of Once 53 New York State Sanitary Cotle.Sub-Part 6.1 prior to start of construction. Sandy Clay CL S 129,600 Gal/Dov x 10 ppm oun Max.Number of Persons In Pool at Once 89 Minimum Required Delivery Rate= 1000.000 x 0.10 '12.96 Gal/Doy Island Proposed Chlorinator Delivers Up to 38 Gal of Chlorine/Day All Electrical Outlets Within the Swimming Pool Enclosure Shall 8e71 L.on9 pool Volume Calculation Protected With Ground Fault Circuit Interrupters(GFCI). volume-(30'x20'x4 25')+I6'x2O'x4.87'1+(4'x2D'xl.75'x0.51 Under N.Y.S.Education Law Sec.7209,Sub.2,it is illegal for any person. =3,204.4 CF Swimming Pool Backwash unless acting under the direction of o licensed Professional Engineers.to =24,000 Gallons Per Filter Manufacturer-Backwash 3 to 5 Minutes(Assume 15 Minutes) alter ony item on this material in any way.If an item is so offered,the 17' Pool Backwash Vol.=15 Min.x 90 GPM/7.48 Gal/cf=181 cf Professional Engineer,who so alters or who directs another to so offer. Pool Bather Capacity Provide Two(21 3 Ft.High Leaching Galleys shall affix to the item his seal and the nolation"altered by'followed by Bother Capacity=800 SF/I5 BSF=53 Bathers Total Storage Provided=192 of his signature,the dote of the alteration and a specific description of the Water Encountered 7.6' 9 alteration. Below Surface Excess Deck Allowance Calculations Deck Drainage Proposed Deck Area=3.434 SF Contributory Deck Area=2.635 x 2712=440 cf Protect Notes: Pool Area=800 SF Provide Four(4)4 Ft.High Leaching Galleys 1.0 Denotes equipment list letter. Required Deck Area=864 SF Total Storage Provided=512 of 2.All buried piping between pool and filter to be NSF approved Schedule Number of Patrons in Deck Area=(3.434 SF-800 SF-864 SF)/1 Patron/50 PSF 40 PVC pipe(except SCH 80 under pool shell)with solvent weld socket =35 Patrons+53 Bathers fitings.Prior to being buried,piping shall be pressure tested. =88 Patrons 3.All wiring&grounding to conform to The National Electric Code.All electricol circuits to have ground fault inlerruptem 4.Do not scale drawings. 5.The Contractor is responsible for all means and methods of construction. 6.The Contractor shall contact the Engineer of Record to schedule required County inspections. Deck Note: Drinking Fountain Note 7.All approval requirements of the County,stated on these plans.of not, Deck Material Must Be Submitted to Fountain shall be of slanting jet-type with a surrounding are considered part of these plans. SCDHS For Approval Prior To Installation. guard and non-submersible opening. 8.Contracfor is responsible for obtaining all municipal permits. 9.Contractor shall be responsible for providing controlled compaction. All Electrical Outlets Within The Swimming Compaction is critical to the life of the structure. B 0 Depth Marker Note g 10.Permanently mount pool alarm tronsfomiers and remote annunciators B Locate Depth Markers Where the Shown Actual Pool Enclosure Shall Be Protected With in lockable clear wall boxes. 0 Depth Is Measured Three(3)Feet From the Pool Ground Fault Circuit Interrupters(GFCI) •Drinking Fountain Waste Water Shall 11.Prepare and submit steel reinforcing and structural steel shop drawings 0 1 W011. Discharge To Sewer to the Engineer of Record. 12.The Controctor sholl provide o three ring binder containing the 0 ••Hose Bib With Vacuum Breaker manufacturer's operation and maintenance manuals for each piece 0 1 Pall Alarm Note Connected To Potable Water Supply. 2 Story Building of equipment.record drawings and valve chart to permit installation. Remote Annunciator Location To Be Field operation,winterization and maintenance of the entire pool system. 1 Determined By The Engineer of Record. Proposed(2)Swimming Pool ` Backwash Leaching Galleys. Provide Cover to Grade Landscaped Area 1 /Pre posed Exterior ADA Compliant Bi-Level Drinking Fountain.Potable Water •1 Provide Hardwired Only Gates Shall Be Self Phone in Labeled Box Closing,Self Latching& &Lockable.Latching Swimming Pool L__; 1 $ Release Device Shall Be- Enclosure -- Filter Room 0'� 10.001 1 Locate'e Tod Min.54"From (Floor Below) Trench Drain The Bottom Of The Fence. Test Hole 13-T (Typical) Typical of )Wing Out. Location 4"SCH 35 PVC G9.86 Pipe(Typical) --,-- 800Sq.,Fg L-i__4 1 Landscaped Area ;� 10 __________________L_\ ________________________ 0.�\,G9.90 SvrimITT Pool 1 `Required 5 Ft.Clear Deck Area ❑ O Proposed Deck Drainage-`r--T--ri Leaching Galleys(Typ.of 4) F--}--i G9.8 _ +-0 1 16' 40' 11'-3" C 1 54"High Tempered ® Ll 2 Story Building Glass Fence _ 800 S.F. _ (Nodh&South Sides) Outdoor Main Pool 1 20 �TOilet13 1 Porcelain Paver Deck Shall Provide S.R.Smith I Lobby FaNtfies Have a Minimum DCOF of 0.42 Accessible Lift Pati. 10.00 ❑ 0.00 Parking Lot j 0 ,i L_>__________ __________________________________`--________-�__J n._b.. It G982 ❑ Parking Let i I I) .p Proposed Hose Bib. t 6"SCH 35 PVC L 20'Min. (Typical Water Only•• Deck to re Sloped }Pipe 0 (Typical of 2) 1/4"/'to Trench Drains 10.00 10.0 [Min. 6.00 RW 10.00 0 ° 54"High Ornamental 3'MiEDAluminum Fence Retaining WaA Toilet Facilities Lie (East&West Sides) ----�4 Ft.High Retaining Wall -- D 1 •1• / ° i Deck Drainage Leaching Galleys p • • _ i i (Typical 0f 4) 1 ( SUFF-COUNATtTaDmEaPATMENTOF HEA LTH SEHNICES ------ ------H 1 02107/22 P2,�CEL�S2211111 Dated.2104122 ?Oc�ar 026/22 Per SED" Comments Dated 01/25/22Pu.-Cox LTaCONSFRITcak I i Rev.No.I Rev.Dale I Description i Q 1 d�r.0 46) SWIMMING POOL L 1 J Larry A.Rubinson,P.E. North Road Hotel N th Roo SP-21-00037 ----- ------i �oF �Ya 62005 North Road(C.R.48),Greenport,NY 11944 P` 4 Proposed Swimming Pool }4: Engineers,P.C. )Proposed Pool Enclosure Scale Ili"-1 0" 380 TvneRo,d.Su: 5p New Yoh 1178 --- �, � ,...,,,, fate. Phone 14311969-8333 Fox f63i1969-8518 Overall Site Plan a�iw4u44 ee G Overall Site Layout,Pool Enclosure, Dwg Ne- SP- N.T.S. ^ Notes&Schedules SP-1 o County Review Stamp License N,, 68956 DAz N°letlle: DRGgne.By: L hRecketl By: Deeemb=r 2D21 6 1 2 3 4 5 7 2 3 4 5 t Pool Heater Porcelain Paver Pump Eletrical Notes Bere upper 14 Manufacturer:Bedrosions Tile&Slone I.Provide a dedicated circuit and Series' Porcelain Paver; Pentair GFCI breaker for the pump. ecntling Wire Recirculation Color. TBD 2.Wire pump in strict accordance with Pump Slip Resisicnce:DCOF D.42 To Filter manufacfurels specifications. Motor •18"MIn. 3.Connect bond wire to the pump Steel or Cast(roil Bove- per NEC. "8 Solid Copper Porcelain Paver Grout Solid 4.Provide buck-boost transformer if g I"Mortar Bed d e required to adjust low voltage. BCoondineClCao Idupctor& d - S/S Bolt Pump is designed for 23OV. © 4"Concrete Slab HN aConcentric Ladder, bz6 6/6 WWF Q Increaser Service Volve Fill Spout.Etc. v d n -Compound Gauge 6"Crushed Stone A a a 4 With Snubber Integral Hoir Pressure Gouge A Service Lint Strainer With Snubber Valve Check L2 Anchor(Non-Ferrousl Valve Recirculating Pump With - - - - Detail A-A S/S Anchor Bolts x X Bonding Wire 'y Pipe Lengths voter L1 Concrete Pad 00L Reinforcing Grid Bars Used 66ry `x'U`,y,b" 3'3d�` Seal Eccentric To Filter Electrical Bonding Notes 6 Ll=16"Min. Reducer Min. L2 A Pump Bond Reinforcing 1Skotch-Kate all connections. 4 • Min.4 Locations 2..Install per NEC 2005.Section 680.26 or latest thereof. 3.Use No.8 coated tails off bonding loop to equipment and steel not g immediately adjacent to bond loop. 95%Compacted Subgrode 4.Provide a'Certificate of Electricol Compliance'. �1 Pump Installation Detail Pool Bondinq Schematic 5.Run two ft4 bars with 24"No.4 bars 12"O.C.around perimeter of the D , k CEOSS Section Detail $P-5 N.T.S. Comply with all requirements of Chapter $p-$ N T$ pooL Set directly under deck per NEC 2005,Section 680.26(c)or N T$ Comply with all requirements of Chapter I of Sanitary Code.Subpart 6-1 9.7 latest thereof. of Sanitary Code,Subpart 6-1 5.9 Pool Gate to Open Oul X=Height To Provide Minimum 1/8"/'Discharge (Away from Pooll Slope From Sump to Drainage Structure Pool Gate to Open Out Waste Piping Suspended Outsde Latching Mechanism Knob (Away from Pooll from Ceiling(Typical) Min.54"Abos'e Grade -1— I.Fence to be manufactured by Amensfar.model AEGIS 11 Classic,2 Fal 3/8"Thick tempered Glass. Fin.Grade 2.Fence shW be Sd"high frtunimvml ornamental aluminum tea ce. Latching Mechanism Knob 8 3.Spacing a,N+ nvertical members S,.r be less than four flinches. Min.54'Above Glade Gloss Panels=red Exceed 4.Inonfi Ma Lolch lockade devise o! to Locate latchselease 60x42 First Floor Joist B^m ga Notes' knob of 54' im m from bottom of ata.Gate must remain locked[ i^ u I 0 (.Fence to be red a. aufacluretl by Aquaview.Providea0 t p0 times cc pone hand gates by Aquaview. 5.Fences&bprtiers shoo Meet o0 requremenis of the New cork State ]Fence shaA be 54"hi h � �' Bvidmg&Sanitary Code. g [minimum]. 6.Fence shall be constn Bled and instoAed fo not permit IoofhWds. 3 Insta9 Mogn m{n imV�ockpble devrse of gate.Locate latch relapse Past J.M¢vimum Z❑earonce Below Fence. knob at 54'(m )from bottom of gate.Gate must remain locked :' I ail limes. '' d.Fencet&b...s rh.0 Meet ad req.—nis of the New Tock State Elevated Drain Sump 2-5/6"x2"Aluminum Buading&spnoary Cade. 1/8"/'Min. t3 47 POST"x 2"Al minum S.Maximum 7 Clearance Below Fence. $IOpe g / 6 Fence shall be consC'h'd and installed to at pem41 toe or laolholds $4" FIDISh that reduce the lent¢height fp lett than 54 inches from the deck. ].Fencinggm Ibe capable elretisting ammi m lateral load of 150 lbs. q"O Pipe to ppfed midwoybe.a.pOstsand fmPoiaastt resadefivey. Drainage Structure t 8 Fenang material must be capable of wilhstandng o<oncentrafed ❑O O O O O❑ 7 112 in.,q'.dof lad ue ored anyw•het defamation.pporls on an area ❑O O O O�a 12 in.s peno-h. 3-3/4" Weld in Box Hinge Filter Room x 36"Min. Typical Pool �7 O O O E::3 C] Footing depth Deck O❑ U U 2"Max. ,. II To Drainage Structure ❑00000❑ ❑ool=oo❑ X4154 Im High Ornamental Fence �1541n.High Glass Fencing 6 Schematic Elevation-Sump,Piping&Drainage Structure N.T.S. P- N.T.S. - .T Cost 2• Cost Iron Trench Frame 1 7 I/2 &Grate I-Be Approved rinte a Storm Drain System To B Owner 11111111 1111101111 — Rs Per Civil Pions Filter Fabric 1Z'Beyond 18"Dia.Pipe Knockout IIIIIIIIQIIIIIII 1'9" Perimeter Required Notes: ( (See Plan) 4"PVC(Typ.) ® ® t.concrete 4.000 pH P 28days. Plan 2.Designed for AASHTO HS-201oading. IB'Dia.Pi pe Knockout 2' 61/2 End View-End Wall 37oa slab and wcn am ir—filhic. Pool Deck Fibre Board r.— 4.Filter lalxic 17 beyond a.,imeferregvked. Expansion Joint (Each Side) Leaching Galley Data 1'-7 I 4'-1"4'-9" WiILllNHGi.G4RFAISFI N4LVOLUME —0—NOPENINGS ® J ®® vrx4 14 pec. Bedding Dimensions May C ®® ®® 2,2'-61/2" i�, sari m 4 Vary By Manufacturer C ®® s�o ss ne >a ,oEG. o Max. 1 0 ]i14"X6 FF R 3000 PSI Concrete Bedding 4 4•• g• 2- 4!' 9s! 3,rxs- 14 bEG. Per Manufacturer T-10' (Typ 1•_7 1/2" ;' Precast Polymer Concrete or 8'-6" Typ. Leaching Hole(Typ.) Fiberglass Trench Drain System Top view Typ. 4"Min (Interconnected.With Built-In Slope) Min.6.Thick Crushed Dummy Cup(Typ.) ® Section By ACO,Polydrain or Equal Stone Bed Side View Not, 'Provitle Two 2 3 ft.High Leaching Galley forSwimming Pool Backwash Total Ca act 192 CF The Contractor Shall Submit Shop Drawings of the Trench Drain () 9 9 Y 9 ( P N= ) &Grote to the Engineer of Record&for Approval Prior to 2' Provide Four(4)4 Ft.High Leaching Galley For Deck Drainage(Total Capacity=512 GF) Installation End View-Intermediate wall 0 541m High Ornamental Fence a P01 mer Trench Drain Detail SP-5 N.T.S. N.T.S. Surra!K C-sm,DEPAFTl4EM1TOF HFAiTH 5ER4I4Fi Crrttgr Po1ailM G:tu*No- nwPuxttoCaNsmUarox WAMMING POOL sc!,os;.:b l:::__SP-21-00037._- V11VI4U44 D County Review Stamp ° D 2 1 02/07/22 Per SCDHS Comments Dated 02/04/22 I 01/26/22 Per SCDHS Comments Dated 0l/25/22 Rev.No. Rev.Date Description Larry A.Rubinson.P.E. North Road Hotel aFWy 62005 North Road(C.R.48),Greenport,NY 11944 Proposed Out-Door Swimming Pool ? ; R&W 91'- Engineers,P.C. iowPh`a if;Suite 1-.h.." og New Tor,11788 -- ono(6311 969-953; Far(631)969-8518 "' ea ,,,•.```' Details DwSg-No` D .Stole. Designed By: Checked By. Date of s License No.:68956 As Noted wgPRG LAR December 2021 6 1 2 3 4 5 1 2 3 4 5 ` Standard NPlef F.Sr-en Shan be eq.•ipped,.,In hal weler belwe¢n 9010 I00.agree,T.11-1.4 with..soman mixing vol-to prevent 6 Prase Rotation efts 3.E CU-, 1. R6W/Engmeers.P.C.JR121 indudeS its ow hers.emplOYeei ono sue-COnS:ti.nti whenever eer¢^Ced. Carving and'!Th O minimumolmrea.."On'per mhure Par Th.-,head. 11 lea lr tail the phase relation of feeder and Color,Circuits.end make such cnonges any alts-bli necessary To 0.eNe,lroleo,,echo,hTo-ccrosleelerctnergraundaur5e55holoemoaeand Siledsotnolgra,nC'U,Itcuire,;5.OID, 2. An plan and project documents ora Copy written.All Ight;ore,,s=_rved and,iclolons wld be poser-ted to the fullest G.Well Mounted Soop aspen;en Shall be installed of the fhowe .,,Ibvmblieh.The use O1 bar Teopis flncti,broidden. rat'a,I-ITold-,of.0 motor driven equipment thro,•gnout the new Installation. esu,in damage I m.....Is Cr C.-Cri-I elentoflhel- Rtisplannme work a'RwE and snol not be nepact-a copied or omerwlse,,sea wirhou t writ ran H.W-STe receptacles shall be provided in each mile:room,Suirode sanitary repkm receptacles Shall be 7.Elache.1 Service Characteristics o Panel boards ontl feeder pull cc- Shall o¢gmuneed by means of 1M.T.ed grounang b.,hi,gS an.dincpmmg and c Parmstion of R-E. Provided in the female be rooms. I]Ina cnaroclensfics of the Secondary electrical ignite and distribution system ore 120/20B,c115.Three phase.fourwve outgoing conduits 1-1/4 inches and larger. 3, the ideas.-rept5.sketches.designs.detallS.SaecitITTli.ns and,ales contained on these dr-ingf are The Safe exclusive 1. The srvimming pool Shag be totally enclosed by a minimum 48 Inch high tested with a Sen closing and .1 ssr-ho, L Bushings Shod be connected together and b the swllchgeor Panel M pull box ground lug with.grounding _- property of li posnne self latching.are os noted an the plans. 8.Tests.Int-ofich,and Approval C.ntlucl.r, 4. Nothing Contained within these d.cuh i1113B a--c!cr disclosed to on,panel.film Or ccrporatian lar any pumo,e 3.Tha Fonowing Apples to the Swimming Pool and Surrounding Deck Area. II In;cae:oil equipment.components and materiels installed o connected to enure C. Wherever Plastic at fleubl9 Condu.l isw MOM intemol o•ounC CantlU'.tarisused I.,part of.Conduit run,o are_nding i without the express written consent of RWE A AA works and da:is shag be smooth.non-SGP,impervious 10 moisture and Sloped away from the back tot Propi r co-I.On{ orm uctor sholl be provided in on exlernol lothe conduit ontl Connecled To grounding Connect-,I eoCh end,1 run. 5. RWEaccepls noresporsbiftyforinlerprelatiom arrese;ctionsomt may to imposed by the Owner.Allavoul.design.material. of Me pod to deck cloinh or seeded areas at 1/4 inch per fool.minimum.No asphalt or temauo 1bI Components are in cloce.oigneb and Secure. I.The reS.stonce to ground of any per or,yvem specified to be grounded Shall not exceed 25 Chms Canlractor shell lest - material placement,motorial speaficonani or over hems within Ire Owners ii-of ction has been dlctOled Solely by the sure as are permitted.Corbeling of om•type is prohibited. (CI Paper iMerntl connections _ and resistance.Th.megger ohmmeter old Submit re;uts in report for to the Engineer for review. Owner. S. Provide 3/4 Titch hate bibs with opprovetl type vacuum beakers so located That an port,el The pact 2I The Complete electrical System Shan be free of grounds and Short Circuits. a Contractor shag manger the tended equipment and submit eT,AS in reach formol to Tne engineer lar review. 6. RWE is not responsible for errors of implemenadva,by the Contractor or lar changes.deletions.subsliluti.nt deck can beseeched and cleaned with o fitly fool has,. Raceways Electrical Notes: C.No refreshments of any kind IoW or drink hall be served or eaten in the pact orae. ,.An w4 shalt be mslolled in condull systems in accordance with the fallowing: n I - t loot'ry admin'I(aTlve task;re arced A or odtlifians to the P oris.Sp etfieations or the Paje^_I b/others s 9 A 7. RWE makes rip represenlplion that the tle;Ig�meati pr includes dl applicod9 evitling codes and/or standards of the D.A prominemy mounted sign Shen be patted indicating the to information r.Filter room w+ring Shall be insaffeelm rigid Schedule 40 pvc Conduit With solvent welded fittings. I.Eleclncal work Shan indutleo labor.melena s,�quipm_n p a cess q authorities having jurisaich-L Prior to using these tlocumentf the Owner and Conloctorrepresenl antl warrant that They THE MAXIMUM NUMBER OF BATHERS IN THE POOL AT ANY GIVEN TIME (See Schedule] 2.All wank insion90 in l he Idler room Shall be run exposed.Conduit Shall not be embedded in slobs. to complete antl make Operable me work snow,on the Crawinaf and ipecAied,ores,.Inclutlmg have examined the focal budding codes and ockno.ledgo Thai by using These construction documents They aro jointly and THE MAXIMUM NUMBER OF PERSONS PERMITTED WITHIN THE POOL ENCLOSURE-1See Sche.vlel 3.Minimum are onduir shell be 3/4 inch trade Size unless allow,a indicated. but nal limited to The logawing: severely responsible to comply win any and all oppl-ble local codes and clear,nce,. E The following signs shag be prominently posted of the Shower and/.r pool areal nal canneclbnS to motors and vibrating aquip,mew shall be intoned in(quid-light flexible metol conduit.Minimum A.Prepare and submit shop arowings,diagrams and il,shotiuns. B. RwErl-irat consult on Safely.security and.-Onmenal concerns let to actual construction means.methods or "LIFEGUARD AT POOLSIDE'."ALL PERSONS MUST SHOWER BEFORE ENTERING THE POOL".'PERSONS WITH INFLAMED EYES. 4 length 11On be l 2 inches. B.Procure required permits antl approvals and pay requiretllees and Charges in connection with tbe work. procedures,The Owner and Contractor shag Seek device from professionals sklled in these disciplines ilnece5fary. NASAL OR EAR DISCHARGE.BACK OR OTHER EVIDENT SKIN OR BODILY INFECTIONS SHALL BE EXCLUDED FROM THE POOLS". S.The routing of condultslndlcaled an the drawings is diagrammatic Before installing any work examine the working C.Protect.test.balance.clean.adjust and g.oronlee On work to safely.properly and conlmuouly.Camle. 9. Any and on Materials,means,methods and procedures not depicted in these Construction documents shag be the sola "NO ONE IS PERMITTED IN THE POOL WHEN THE LIFEGUARD IS NOT ON DUTY AT THE POOL SIDE'.NO PETS OF ANY TYPE ARE layouh and shop drawings of the other trades To determine the exact location and clearance. D.Submit CS built drawings.operation and mointenance instructions and manuals. responsibility Of the Owner and Contractor. FERMI ED IN POOL ENCLOSURE'."NIGHT SWIMMING IS PROHIBITED'. 6.Conduct fittings.connectors.Couplings,ells.nipples and such Shall be of material and Construction suitable for the E.Provide IdenFiM1colicn IoblaS.lags.Cho(it and diagrams. 10.The Contractor ShOO be solely responsible for temporary bacing old Sharing of nems including,but not limited to,zxcavalian. F.The following Signs Shag be prominently posted of the pool area onduit system used. F.Perform all curling,dnlLng rough and finish patching of ensting and newly installed construction trenches,forms and emcied structures.The construction documents represent the finished work and not the means,methods 'POLLUTION OF SVT MMJNG POOL WATER IS PROHIBITED.URINATING.DISCHARGE OF FECAL MATTER.EXPECTORAIIONS OR and Cab as G.Excovafing and backfigki and procedure,to perform the work BLOWING THE NOSE IN ANY SWIMMING POOL IS PROHIBITED' ..,as Wire an or cable hhog be 600 volt.tappet with THHN/THAN-290 degrees Cmsulotion except as noted or otherwise H,Provide and install hanger.supports foundations Structural framing supports and bases for conduit and equipment. 11.The Contract,sholbe sOlely responsible for oil Tne condition,incivang,but not limited safety.security old envhonmentag G.The pool bOdOrm Shall hove a non-lip surface finish end shall ptch.mowmum of one-hin twelvemchesby the Specified herein. (.Provide counter-flashing.sleeves ontlsedf formal floor and wall penetrations. Concern,. s.Thisreq,iremenf is notGmited to employees.sub=Onttaclors.wohing hoursorthe physical extents of The work. Swimming area to O depth of 4 feel 1 l inches.The pool interior shod be finished with a white marble dust plaster..Mass 2.Wire fpr power and lighting Shdl be not lefS then No.12 AWG.Wire No.8 and larger Shod be Stranded except as noted. J.Tampo Cry right and power far can,,,ch.h. 12.The Owner and Contractor Shag defend.indemnify and hold hornless RW E from all hab&ny in Connection with The pedom,nce otherwise noted on the pions. 3.w es shall be color coded as follows: K.main distribution panels and motor conletion of their work. H.Provide permanent type depth marker,approximately¢very twenty five(251 feet or as otherwise noted on the plans. 238 Voll Systems-Block.Red and Blue L.Complete Wiring for rights and power inlall,Tions.branch circuits to equipment,motor controgers and power centers. 13.rhe Ownerchd Contractoracknowledge that these construction documents include concepts Ihot ore subject ro the slTe making the pod depths on The pool deck and pool wens.The depth markers Shod be a minimum Of lour(4)inchesm height Neutral.While M.Canh.l wiri conditions.The site conditions may mclu-modifications to The actual construction of the project to satisfy the intent of the ohd of o cdorconlasfing with The background.Prominent NO DIVING•morkers shill be Installed between depth markers Equipment Ground-Green N.Branch circuits extending to all equipment. concepts. L Safety handhoies shag be provided in the farm of o bun nose roping not more than nine(9]inches above the normalwafer Provide a green insulated ground conductor With all feeders and branch circuits. O.Receptacles.rocas switches and,usceleneous Wiimg devices. 14.These documents are,or approved for construction without a Stamp and signature of the Engineer of Record and the permit The. Outlet Boxes P.Grounding Of electric,]systems and equipment per Adidet 250 and 680 of the Mariana l Electric Code. suing agency on each sheet. J.Afour 14)inchwide stripe Of contrasting calor shag be located,long the lop and front leading tread edge of all projecting I.Boxesfo,,",g devices.j,,Cllon cents.switchingrelays.and such in the filler room shag be of proper size and type O.Balance of leads on panel boards. 15.Anchor bolts,embeds and-ens far equipment Shan be designed by a qualified engineer with shop dawings submitted topool steps. as required by the room Conditions and shall be fabricated of fiberglass minforced polyester or PVC with stainless steel General Requirements RWE for review. K.Unless otherwise noted on The plans.six inch by six inch Frostproof mosaic type lie bond shill be Instggatl on the Pool walls screws and sholl be UL Lsfed. 16.11 changes are me-sled by the Contractor Or the Owner.new construction documents may be required fpr construction .,-oily under the cast stone Coping. 2.Conduit fil ting,.Connectors.Couplings and such in the filler room shall be of material and construction suitable for the 1. General and submittal to Oulhorifies having jurldiclion. L.fie space between the bock of the coping and the pod deck shag be sealed with Thiokol.Or equal.type sealant to conduit system uses. a.After carefully exeming the plans and before submitting a proposal or stoning the work The contractor shag visit the 17.By the use of these plans the user acknowledges that they hove readand,ndealand on of the information Include.herein. prevent entry of any moisture Or water. W"ving Devices Site to Ile Train the condtfions Ol the site.and the nolure and exact quantity of Work to be performed.Na extras 18.AI Standards.Codes.Ordnances.Regulation and Amendments by the authorities having jurisdiction Shag be the latest 4 The FOkowing Applies to the Swimming Pool Hyarci 1.Switches 11 be entertained by the Owner for bgvre to notify the Owner in wiling of any electrical inodeq,ocies in existing edition. A.The piping N shown portiony diagrammatic and is intended to guide the Contractor to installing the piping in the field.The a.Local switches shag be toggle type.120-277 vol 1,AC rated 20 amperes.quiet-lype will slant operating mechon¢m. conditions. 79,The Contractor shag immetllgtely notify the Engineer of on errors.omissions and/or conflicts between tlantlgrtls.codes. arrangement and piping of equipment shag be as shown on The plans and as required to provide The proper operating lately enciosetl m e molded composition base, C. Verity ag dimensions at the site and be responsible for the correctness of some. ordinances.regulations.amendments by the authorities having jurisdiction,drawings.speeificollor.construction tlocumentf and mci,menance space and with coequal ,at least seven feet of head). 1. Switches ShOI be Arrow Hart No.1991,single pole or equal by Hubbell. an./or contract documents.The contractor shall not proceed with any work affected by the,sue(S)until they are resolved B. All pressure lines shad be hydro-statically fasted at 1-1/2 times the worsting pressure for C minimum period of Two hours. 2 Receptacles 2. Cotler.Regulalipns and Standards by the Engineer. Gravity lines shill be given a gravity pressure test.All fines must be repaired and the entire system tested for an adch ionol a.Receptacles shall be termination type duplex ground fault circuit interrupter.Receptacle device rated 20 a.Work shall comply with The requirements of the following Codes 20.Th¢Connector shop verity ad dimensions.clevotgons and ate Condltions and Shag immediately notify the Engineer of on Two hours. .mpere.125 volts.Anew Hart No.GF8300 ar approved equal. 1.Federal,State on.LOCO[codes having jurisdiction. B C.Color coding f an exposed thin the filter room Shad be in accordance with the Color Code Schedule on this Device Plates 2.National Fire Protection Association. g discrepancies specific prior r s stoning the work. g o pose piping within 21.If aspecific tleteg or specification is not provided then construction Th011 be the some as for stator work.The Contractor shall .cawing. 1 In general.proles for all wiring devices,except as specified otherwise.shall be 0.040 inch satin Finish stateless steel. 3.New York Stale Energy Conservation Coniruclbn Code. Clarify omissions willThe Engineer. D.All valves shall be property supported and lagged in accordance with the valve Schedule.The valve tags shag be Two A common Plate Shall cover oil devices which are indicated of The some location. 4.New York Stale lochl,Code. 22.Written dimen,re Shan take precedence over calculated dimensions that shall Take precedence over scaled dimensions. inch diameter,bran or cyclic plastic antl attached to the valves with bmss'S'hooks or plastic lie shops. 2 On the inside of each device plate,write the panel board designation and circuit number of the circuit serving 5.Notional Electric Code. E. Ag piping,unless otherwise noted.Shan be rigid schedule 40 parvm yyl chl,rid,pipe except that all piping under the pool the device. Reinforcing Steel Notes Shell Shag be rigid schedule 80 pvc.Any metdlic piping used below grade shall be given a minimum of two coots of 3.Device plates shall be secured with SlaWess sled strews. 3. Fees 1. Rehtfoich+g steel shell conform to ASTM A-615.Grade 60. bit,mostic paint.An piping shall be supportad continuously or at sufficiently close idervals to prevent Sagging.All supply Motor Starters and Controls a.Include in price the cost of oil required permits.fees,inspections,tests and certificates of approval. 2. Welded wife fobrlc shag conform to ASTM A.185.Th a minimum ti$imate fhength of 60.000 ps, and return pipelines to the pool shill be provided with insertable plugs or valves to ago-piping to be drained completely. I.Motor Starlets.auxiliary contacts.interlock wiring,selector switches,pilot lights.push button,control relays,and 3. Reinforcingbarsshollbesp;cedpmmim,m Of 45 bar diameters or 24'whichevera greater,uNess note.otherwise.LOP lop F. The fittings far the pvc piping,hall be schedule 40 pvc Or schedule 80 pvc when specified or under the pad and shag be other Control devices,provided under[his project.shag be in accordance with the drawings and as specified 4. Quality.workmanship,Modes santl Safety bars at mid5pan antl bottom ban at SuppMs. set elf cemented. herein.to provide o complete operating system. a.Walk Shall be fit class in every respect and shag be neatly performed in a practical and wo,l mordke manner by 4. Development length,Lot.Shall be 35 bar diameters Or l 8'.whichever B greater.unless note otherwise. G.AB valves 2-1/4 inch and forger 5hcl be of the butterfly type.Ag valves two inches and imager Shan be gate vdveS.ban 2.start.. motors Shag be of the combination magnetic Type and size as required,nonreversing.fug voltage.as sufficient electricians Skilled in the Work they pre to perform using the best practices of their tide.and under Type voives or butterfly type valves. requ'vetl for the motor served.Starters shall be lumishod with the following: ontinuous,competent supervision.fie work shag be ogan¢etl in ptivpnce of the operolion and carried dui 5, Minimum embedment for Standard hooks shall be 16 bar diameters.unless note otherwise.The 90°end hook shelf have a cont inu competer which would impede do f the work of other Traces and the work as a minimum length of 12 bar dpmeters. H.The bottom suction drain grate shill have a free area opening in the drain grating equal to four f es the arca of the dram a.Front operated non-fused switch mecnanicalfytinfedocked with the stoder enclosure cover to prevent opening ywi delays pe progress or quality pipe suction f e.Openings in the top of the grate shag be less than 1/2 inch wide.Main drains Shag be installed in the floor the trader unless the Switch is in the dosed position,and lockable in the open Position, whole. Gusto Notes at the deepest point with a separation distance of 3 ft.or more and less then 20 ft.Drain to be located no more Than 15 U. b.Magnetic.across-th4ine contactor with oveiood protection and under-Volloge protection or release. b.Materials and equipment provided sholl be new and approved for the Oppfication and Shall conform with the I. Gunife S a trade name used to designate a mixture Of Portland cement and sand thoroughly W,passed throu ho lam a Side wall.A minimum of two hydrostatic relief valves shall be installed of the bottom of Pool low points. c Control transformer.minimum 100 VA extra capacity,fused seconds for 120 Voll control, specifietl codes and ftcndords.Detective or damaged materials shall be replaced crrepahed in a manner you g y mixetl d g Y• secondary. - cement ticonve db through flexible rube.h dialed of al the end of the flexible tube and de I.water return inlets shat boa minimum of 12 inches below the water dine or as noted on the plans.The return inlets shell be d.Contra station shod be of the momenta contact Start-Stop push button and shall door mounted. approved by the Owner. gun a by g y deposited rye PPu C.E I shag bear the UL label old shall meet or exceed NEMA standards.by ak pressure in its place of final repose. both adjustable ontl dvectiond. Provide manufacturers standard legend. Equipment 2. UNess otherwise specified,oil to sholl be mixed in the p p Cry J. The domestic water ill line supply shag be separated from the top of the coping by an approved type 6 Inch air break. e. Running pilot lights of the oil-fight fh-to-fest neon-type lam and red lens Shag be door mounted. gunl proportions of l ort cement lO 4 arts sand base on d loose g p b gge typ p volume. K. The piping shall pitch minimum of one inch in 30 feet and equipped with law point accessible voives for draining when Provide manulpclurefs standard legend. 5. Guarantee 3. ONy Portland cements of American manufacturer's with The most recent edition oL"$lontlard Specifications far required and when shown on the pians. f. Starters shall be wall or Stand mounted in NEMA 4X enclosures unless otherwise indicated.Enclosures shall be e.Fumlsh,in writing.a complete guarantee against defective materials and improper workmanship,satisfactory to -- PortlandCement"ASTMC-150-675 or be used.Type lar 11 Portland cement shall be used unless noted otherwise, L Apiping schematic behind glass or encapsulated in a clear plastic laminate Shan be mounted on the fiter room wall In a constructed of fiberglass reinforced polyester of PVC per NEMA and UL Standards and Shall bear UL listing. the Owner.for all pons.components grid oper.ton bra period of one year from the date of acceptance of the 4. Fine aggregate(Sand)shall consist of washed sand and shall be hard,dense.durable.clean.sharp end graded evenly from prominent place showing each valve,its function,number and opproximot.=ran 3.Motor Stan-an.controls Thal be monubefured by the foloWng omplete installation by the Owner. M. The pod contractor Shag provide a comprehensive set of operating tnirucitons antl service instructions for al equipment I.Eaton b.Guarantee sholl md,.e complete maintenance of the system,indudmg replacement parts.oil labor ond materids time to coarse in accordance with coat,more than 5 c by w for Concrete Aggregates;'ASTM C 3}67.Sand shall be free to maintain the From organic matter ontl shag not contain more than 59 by weight of deleterious substances. and fpr all pool functions tlesignetl to meet the COpablLiies of a young nfeguatl. P.Square D system in proper operating condition for the guarantee period. Limits of Fine Aggregates Grading Ie a N. An pressure and vacuum gauges shot beset at the Some elevation.Did fee to be 3-1/2 inch minimum.2 psi increments. c.General Electric use Size Percent Wei ht Sieve ii Percemfb wet hl 5.The Fplow,ng Items Apply to the Swimming Pool Electrical Systems: Pond Board, 6. Cleaning Passing 3/8" 100 Passing NO.30 30.50 A.The chemical feed equipment,cNorinator and acid feeder shag be electnc011y interlocked with its respective illation I.Panels shod consist of an assembly of circuit breakers imaged in one gauge stainless steel cabinets,surface a.Remove all construction debris resulting from the work. Passing No.4 95700 Passing NO.50 10-22 pump motor. mounted. b.Clean equipment and systems folovvmg the detailed efoce.,res specified herein.or as directed. Passing No.8 6590 Passing No.100 2.8 B, All electrical motors.underw,ter lights.above grade Ilghtg and al other electrical equipment shod be equipped with 2.The panel sections shag be mounted away from the back of the cabinet trim and framed. PassingNo.16 4575 ground faull Ill e..press m accordance win the[,test edtion of the National Board of Fie Underwriters,the National a.The gutter space on Sides,top and bottom shall be of Sufficient size to prevent overcrowding of wires and 7. Coordination and Supervision Gun it,sand shelf contain between 3%and 6%moisture by weighl.Sand and cement proparfbn may be corect to provide Electric Code.and the Underwriters LOoel of Certification. capable and o-shea8ng of the circuit breakers. I.The work shall be carefully laid out in a&once to...id...ece,5,ry cutting.Channeling.chasing or drilling of the C far bulkage due to spn6molsture content. C.Ali wring and grounding of all deck equipment shad be In accordance with the latest edfion of The Notional BeCMc Code. b.Cabinets shag be complete with door in door,hinged doors with cylinder lock.directory frame and really floor.-offs.partitions.ceilings or other Surfaces.Where Such walk is necessary.however,the work sholl be patched C 5.Water used forhydrdion at the n-Teshan befit fardrinking,ndsh,nbemainfsined at a uniform pressurewhich Shan be of The National Board of Foe Underwriters and of local electrical codes having juvisdclion typed directory charts. and/or repaired in on approved m.rner by,killed mechanic,of no additional cost to the Owner. feast 15 psi above The ah pressure at the nozzle. 0.No overhead electrical wring of any type shall be pemutted within 20 feet of the pools measured horizontally from thec.Provide on angle piece on the inside of the bottom of each Mm for ease of installation. 6. Adequate ground wires.to be used as Screedi.shpt bo be installed to esbh the thickness and surface planes Of the gunile water line. 3.fie branch chcuit breakers,in general,shall be molded case,bolt on type,thermal magnetic trip,single,]TWO Or Sall Chlorine Generator Notes work Ground wifeS Shan be placed so that they are tight an.true to line and in Such a manner that they may be easily 6.The Swimming pod facility shag not be utilized until such time that an operating permit has been issued by the County. three pole. 1. In-fine generation shag use pool-grade salt Case Into the pod to produce and introduce Chiei-into the pool Treatment lightened.They shod be located of intervals sufficient to ensure proper thickness lhroughoul and shall be maintained light. 7.Ali work indcpled on the plans and in These General Notes shag be completed in ffricf accordance with these provisons.The g.Multiple parebreak ers shill be single handle.common trip. o.through an electrolytic chombe, 7. When enclosing reinforcing steel.the nozzle Shag be held so as to direct the material around the bars.A nozzlemoni herder New York Slate Sanitocy Code.an local codes having jurisdiction.end an local ordinances having jurisdiction. b.where breakers of larger Capacity are required,they Shag have circuit characteristics as required by 2. The generator unit Shan be listed and labeled to UL 1081(for electricd/Ire/Shock safety)by on ANSH accredited equipped with pit air jet shall attend the nozziemon and blow out on rebound.Sand.etc..which may be logged on the toms, manufacturer specifications. steel or gunile.Gullet material Shall emerge from the nozzle in o steady,uninterrupted flaw.When now becomes intermittent Certification Requirement, I.Breakers shall be 22,000 A.I.R.for 120/208 volt service.unless otherwise specified. Certification organization. loran Cause,the nozzle shall be dvened from the work until the flow becomes constant.Hydration shod be thorough pact 3.The generator units shot be installed according to the manufacturers instructions. Y 9 I. The Engineer of Recon must certify that the construction conforms to the approve.plan.As such.certain inspections twin be d.Main buswork shall be high conductivity copper and shall.as a minimum.be designed to tarty the fug rating 4, The safne content of the pod water shod]be maintained Thlherequire indli specified by the manufacturer, Uniform without the use of excessive water.In Shooting wolfs and beams,application shall begin at the bottom and shall required.The inspections sholl include the following: of the feeder breaker Or wich supplying the panel without perceptible hearing, pmpletely embed the reinforcement.The limit of the thickness and height has been exceeded when the material begins to A,Main drain piping(joint inspection with County) e. Branch Circuit breakers shag be arranged so That each breaker is readily removable from the panel without sag.In Shooting beams,the nozzle Shag be held at right angles.to the surface of application.Wherever possible.slobs shall be B.Shag steel reinforcing paint Inspection with County) disturbing adjacent breakers. ompleted in one operation. C,Buried piping prior to backlit point inspection With County] f. Phase legs shag be alternately bussed to each circuit breaker in a manner to effect balancing the branch 8. Reinforcement sholl be cleaned of any previously deposited gunile which might prevent proper bond to reinforcement. D.Completion of pit enclosure items and operation of on equipment point inspection with County) circuit connections as nearly as possible over each phase. Sufficient time shall be onowed between layers for the material to,It. Belpre set has token place.and before placing any 2. The contractor shag provide a mechanic capable of performing corecnve work at each inspection. 4.Panels by Squore D.Siemens.Eaton.and General Electric meeting these specifications shag be acceptable. succeedinglayeLlaitanceshoUberemovedbybroom,ng Any lansonce which has set Shall be removed by sandblasting 3. Follow up inspections may be required far corecfivework that cannot be performed during The inspection. benfification antl Tagging Surfaces shall be Camp OI an times. 4. The Control SHOD provide a Valid Electrical Approval Certificate It the li al inspection. I.Panels,cabinets,etc..shall be property identified with pernonent nameplates securely fastened with Screws to 9. Rebound pockets.Sags or other defects shag de Carefully cul out and replaced with new gunile or hand patched in a manner S. The Contract,(shell notify the Engineer of Record of least 48 hours in advance of any inspection, the front of equipment.'Stick-On type letters Or plates shal not be used. satisfactory to the Engineer, Water Chemistry Balonce o.Identify equipment and key equipment Components with nameplates of black laminated phenolic material. W.Upon reaching the thickness and planes outlined by farms and ground wives.the surface shod]be molded to true fines.Upon b.Coordinate nameplates with actual equipment intake.. SUr'ra.x Coantt DEPABTMENTor HEALTH SEmm complerwn of rodding.groUntl woes may be removed.If possible.the finish owl Shall be,pplietl So that gunile tt not shot I. Prior to filing the pod.Connector shell obtain a sample of the filFinake-up Water entl shag have it tested for the foliowing: c Submit pcut sneer with nameplates fora I over the finished work.Ag exposed Surfaces shall be finished to straight and tae fines. Total Alkalinity,Calcium Hardness,pH.Copper,Manganese.Bon.Total Ditiotved Sofitls P pP oo l or,purchase and tering.hon. .,:.,.P.--.- over �-.M uPr.0 hrrom- 9 tl.Minimum Size namePlolei shod be three(3)inches long with I/4 inch lettering. --- 2. Upon Completion of pod filthe and bio to the otldlian of adjustment anode eta Chemicals.an appropriate shall fete sequesflowed 24h o 2.Conductors in troughs. Nlboxes. Iters.etc.shall be identified b f togs indicating both tenninatin Marble DUsI IMprci¢1 FNsh Notes f soon be atltletl to the e 9 P 9u y means O g g 9 Ogen bpd wafer,of required to prevent ontl mirirriz meld precipitant.Pod shill be allowed 24 hours points. 6W,M.MING POOL 1. Aller insit�ng gg new water fine.step an.interior Ile.install marble dust inferior surface.The new marble cooling shag be a to Circulate before any additional adjustment Or sanitizing Chemicals are added. Grounding and Bontling mininnum of 1/2 inch Thick.and is intended to provide a smooth.,wlohn surface. 3. Upon Completion of pod(ding,pool Contractor shat Provide a one time adjustment of pod water chemistry to the foloWh+g ECb.-11-T,_8P_21-g0037___ 2. Pdor ro the appficafion of the marble dust finish and after Proper preparation of the pod shelf,a bond coal sholl be placed parameters 1.General _ io the.da,mten-hel surface.Bond coat shag be competed of a bonding agent.Acwl 60 or equal.sand and Portland Total Alkalinity:100125 ppm Calcium Hardness:150.250 print PH:7.4-78 Solt:3000 ppm a.Provide off grounding and bonding Conductors ontl connections as indicated.and in accordance with the •_`!, ..,....„_,-.,L r_.� .... -T. cement,Cure bons coat a minimum 0136 hours.The mixture shg0 be in the/allowing proportion Son:ami PPM.Dir not add sort unit Interior is Shelf is 11 property cured. requhemenrtal the NEC and el local hiding authorities havingjurisdiction. 2-1/2 Gallons of Acyl 60 4. All Chemicals requireC 1p perform adNstmenis Shag be provided by m¢Contractor. b.M moja pans not carrying cvrent,including the Following items.shall be property grounded with a green insulated ++•.=•.•>w.�>•'.1e-..:...._02/.102023._ 94 gas of PorHamd Cement peal Requirements grounding cc ductal. uUTV/4u44 w�v4 _/,_' 100los of Sand Metallic junction boxes and disconnect witches -�- '-'__' D Water as required tleamixWre having enc of 1. Saubmilpls . Admelanicrocewoys.co,duitta,doufletbox¢, D quire provi g a consistency o y pain .Shop Drawings iii. Motor and equipment housings and metallic control panels County Review Stomp 3. The marble dust coating shall consist of 1/2 inch thick layer of marble paster aggregate mixed two(2)ports marble to one(I I I.Shop drawing SubmIlds sholl consist of one original and five photocopies I.Provide O"green'wBe grounding conductor tar on equipment and as indicated on the drawings. 2 02/07/22 Per SCDHS Comments Dated 02/04/22 Pad white cement.Finish shall be trowelled to a smooth,dense.impervious surface.Extreme care shall be used to avoid 2.Submit shop dromng5 of the following: 2.Products ,farm. II Panel Bcards 5)Relays I 01/26/22 Per SCDHS Comments Dated 01/25/22 4. Pool Finish shall be applied by mechanics having at least Three(3)yeas experience in the installation of this material.Written e.Conductors and Connections f of this ex hell be Supplied to the En 21 Solely Swii<hes 61 Contluit,boxes antl fittings Hord-dim-n,stron.ed(ASTM BB)copper Rev.No. Rev,Dote Description prod experience p Engineer prior to commencement of The walk. 3)Motor Stoners and Controls 71 Nome plates and legends Accessible grountling cendu<ibs shoji be ann,oW_d capper with 600 volt.green.type THW insulation.Conductor, La A.Rubinson.P.E. S. Pool fin8hshall becured inaccordance vwihindustry slondads 41 Wiring Devices shall be stranded except pool balloting conduction which Shall be send. North Road Hotel General Notes 3 ASBuit Drawings A. Acce,uble connections snag be made With=Triple boli vlicon bonze connect-do,c ri ally designed and 62005 North Road(C.R.481,Greenport,NY 11944 tys II Upon completion of the work.Turrish to the Owner in Autocad electronic file formai and Pat folmd.'ASBufll' approved for The connection to be made.Grounding connected shag be indii-cliy Selected fro each application, 1-1Of W-11,k,I.this ensue swimming pool Iaaf hall be designed,constructed ontl maintained in strict accordance with the New Yak gs pita paper copies.Drawings hag'vmdu.e Og flet.changes ❑dimensions to P~ "H{•as tlrgwin flesh dine and one set gss gesa^ asrecommednedb the conductormonulaetwer. A s- ,�, Proposed Out-Door Swimming Pool State Sanitary Code,Chapter I,Pon 6 ontl Svb-POA 6-1 of ma New York State Deportment of Health. _ Y y 1 2.Farrowing items shell become pad of The architectural speofirohom for construction of the mMm y faciZties. occvrefety locate ill oTl,ls.devices.equipment pit.such. iv.Where connections involve Cisstmigr melolf conhibutg to cortosion,interpose o third.compatible conduclHe g y f ¢ R&W/En ineers,P.C. A.Wags. artilions and cern Hall have p finish that ii impervious to maiilure 4.Service Man,al, material.Emthervc watch of Copper to steel ore acceptable. 7 pt i. p ceilings s P '- ., 380 towrl :Road Swire sill. Hauppauge New York 117M B.floors shogbe non-slip.imperviousbmaisNre.tree from cracks and jointsand taped tO the goo eroin;gminimum of l/4 I]Prgvide three complete sols of instructions for all elechicalequipmenl installed V. Inaccessible conneclians shad be made wnrh exothermic welds(Catlweltlorequall (.=.gam;,.+" Phone I63N969.BSk5 fox blll969-8519 nch Par feel. 5.CWfingantl Polching b.Grounding Connecfians Shan be manufactured by z . D,v No: II Provide all culling,drilling,mvgh and rrnishpotchimgreq,hedI,,the Work. BurndyCorp. y�9R'G I Notes 84 Specifications g C.The juncture between the wills.partitions ontl floors shag be coved. C.cSSrJ D.Water rcurtclosers, shim e.faies and showed Shan be per Cotle.the soot for the water closet then have a spilt front. 21 P(Oxide of drilling and patching tar exp,Mxm bolts.hangers and other supper[,for proper and sale mg.II.1lon of the a D,sSe"Corp. S of E.Shower curtain shanbeof plastic.,Plastic cooled ,tort' tic. Oz/Gedney Co AS Scd9: Designed By: [Checked By: Dale: LiC2D5e No.:68956 qs Noletl PRG LAR December 2021 b 1 2 3 4 5 1 2 3 4 5 Pool Hydraulic Calculations Filter Room Symbol Legend Pool Proposed Manufacturer Equipment Schedule 'Row Switch Makes or Brecks on Electrical Circuit When Actual Ecuiv. Gollons Pipe Velocity Drop ACiudl Sub Desi notion/Descri fbn P Y Flow Stops or Starts.Flow Switch to De-Energize Chemical Flow 9 p Designation/Descriation Dena. Desce:non vendor Model No. Remarks OI. Pump When There is no Flow on the Return Line 3" - O Length Length Per Siie lFt/Sec) Feel' Loss Tot01 A Cannel a filler Stc Rne Sn4<Op VNSFariable Ao rFlow-tell SF I Meter" lFeefl (Feet) Minute llnches) 100 Feel (Feet) "Locate Flow MElers On A Straight Run Of Pipe Z' Recirculation BOII Valve © Waste Sump B Pump-Self Priming Pentair IntelbFla VSF variable Flow Rate sfo,m) I W/Buck-boost iranslormer' 20 Diameters Downstream&10 Diameters 26 39 5 2 0.47 0.05 0.02 C Ha.r IS Unt Strainer Peatcir rate rot w/Puma Provide 1 5 are Basket I Upstream Of Any Fitting Or As More Stringenly .0 32 48 I S 2 1.43 0.44 0.21 �- Butterfly Valve D Flow Meter Rio gam 570357 ITO) 30.150 GPM NSF A roved 1 Specified By MOnUIOCtUref Chlorine DI FM/Check Valve FlowVu FV-2 10-TIO-NSF A roved I p` 32 a8 25 2 2.39 1 12 054 Crock E Chlorinator Rolo-Chem RC-1035C 0.34-38Ga1/Da 1 36 Sa 35 2 3.34 2.08 1.12 - Gale Valve 19F Acid Feeder Roto--Chem RC-25153SC O.I-i2 G11/Da I IB 27 45 2 4.29 3.30 0 89 G Chlorine Crock Chem-Tomer Co. TC-2738DC 50 G.I.Double Wall Tank I 8D 12D 90 3 3.91 1.73 208 486 GI Acid Crock Peobod GISH 15 Gal.Double wall Tank 1 A 3 O3 o Slfoaer ©Pressure © Check Valve - Skimmer - H Sott Chlorine Panel AubPdol Professional w/3 Power Supplies I Compound Gauge 72 108 45 3 1.95 0.48 0.52 sant Muriatic Acid HI Soli Chi anne Cell AuloPdot PPC-5 - 3 A 3"SK 1 Gauge eVIP 2' ZA Crock H2 Soil Chlorine Sensor AutoPiat TnSensor - 1 80 120 90 3 3.91 1.73 2.08 2.60 P(T© Pressure Gauge J Return Inlet Pentair Co 542087 Ad.a Directional 9 3" C © O Baa 1Su3.91 YY K Skimmer Pentair Co 5063MMG With E ualzer Valves 2 110 165 90 3 3.91 1.73 2.85 2.85 3'MD 3' 7' 4 5 Cut End Pipe VP Compound KI main ail vol Fitting Pentair Co FPK 0-81244 ba 15.35 2 Recirc lotion One(I)In-Line © QO Flow Vis 18'Min. Pum 3 H.P. Anode TN-IL-20 b I s 45°Angle Total Piping Loss 10.31 4 Gauge L r4-in Drain Rax A i A.MFG.WC. MLD-I %l2 12'kl Z'-81 2 O PI I y I Strainer LI ..in Drain Grate Lawson uobcs MLD-FGD-1212 12k12'-873510.A./Ea. 2 Check Valve/ Perot Cast Conridge Fifer(Dirty)Head Loss 20 ® M Chemical Conlydlier Pentmr Int_0_hem Meterin Pumas 1 1 Provide 6"Air Ga Flow Meter Bonding P Inlet Fittings 5 ® Flow Meter N Double Check V-Ive Waits Re LFB50-t"0 Llc.Plumber to Install 1 Grid O Com ound Gou a weksler A5442CC4LW Compound Type 1 N Dili, O P Sunni, Wale Heater Head Loss 9.8 O Flow Arrow P 50 Hand Ralc Relief Valy Penla, 07017-158 /C l 3 Panel ^------------- -----------7- O O P Peessursve Ghu weksle 07017-0158 w/Calleclon lubes 2 Install I"0 Smith SealedSteel Feld Meas.Salt Friendly1 g N D.0 v. Scll Chlorine Head Loss 7.0 th SealedSteel-DMS Color b Owner 1 i Salt Chlorine Professional o Cartridge Filter T Ladder Rad S R.Sm 62-209-,101711 lextured stepping surface 4 Fill C•d --------------------- TO Dryweli Safes FOCIor 789 Reducer g I 17 ITT nn II F Fara"Diam Pipe I Plumber Shall Obtain __ Salt Chlorine Tafal System Head Loss 65 Ft Permit © i ':' -' i Cell(Typ.of 3) Chlorinator v - mit IFi 1 575-1005 w Anchors&Seat Cover 1 is i1§1 W Pool Wale,Heater Pentair MOx-E-Therm ASME 400K BTU-Natural Gas 1 ______________________________ _ X neater Lights' Pentair Globrii Color LED W Int IIiT ch Controller Bottom Grate Velocity IFiltrOlion) UW Li e e ou e 8 IF -3 Q O i Ht H Assume 100%Flow throe h I Grate �F Acid Feeder M X7 UW Light Junction Boz Pentair 519-22 B Low Volta e 2 I Chemical _ i 3'Return g • Chemical Y E ewasn Station Bra11e S19-22aBBPi Provide Son I I Controller I H Velocity=90 GPM/448GPM/CFS/81.3 S.I.x144 S I./S.F. Corllydler 2 Pool Alarm Pod uard PGRM-2 w/Remote Annunciator' I I I i i --' H I =0.36 Ft/Sec<1.5 FI/Sec O.K. Circulation i J © 2A Cathodic Pool card PGRM-2 W/Remote AnnUneiatlr' I I I t H Piping Legend V@locity Restrictions Pump DPD Water Test Kit La Matte Pro 250 P us ode:700-Nl I -- Fusi Aitl Kit Recreonics 12-013 24 nit Re toss I I I I 2 MD Main Drain Pressure 10 Ft/Sec Reaches Lite Pole Recreonics 12-237 16'Lon 1 O I I I O SK Skimmer Stiction 6 Ft/Sec Extrication Collar Recreonics 72-287 Head Immob,taer I I I R Return Gravis 3 FI/Sec Pool Valve&Operational Charf esusi a or ac,e-S Flow I I - isposa a ype Meter- 3" i ITT McDonnell 8 Miller(FS251) F Pool Fill Main Drain I.5 Ft/Sec Valve Valve Valve Valve Adult esusci-tor ecreonics -,Srsposiaa ype II 14 13 12 Flow Switch-Wire to Pump' 3"R No. Description Type Diam.Filter Drain FIII InlelliFlo VSF High Performance Pump Curve 'Permanent) mount olorm annunciator and transformer in labeled lockable boxes. T I I IS 11 10 I Main Buffer 3" O C - v O I4,d ® I n 2 Main Drain Butte rfl 3" T O - Note:Revise And Provide Deck Safely Equipment Based On Level Of Supervision Per Owner. I I a 3 Skimmer Buffefll 3" O C - It is Our Understanding That Owner W,H Provide Supervision Level IV. 2"O.D. Tubing I ® i w 4 Pum SUchon Ball 2" O O - 'If Requiretl to Adjust Low Voltage B I I i5 m 5 um Isc are Ba 2" O O - 'Provide Stainless Steel Niches B I I Pool Heater 6 Multipart Multipart 7' F W - Portable Vacuum Requirements Cover Requirements 1 7 Acid Une qBuffe,111 I/2" O C - Provide the Following: Providetine Following50 Gal. I 8 Ch ohne Line I O - I.Hayward 1 HP portable vacuum system 1.One(I I Loop-Loc solid cover. OChlorine I ill Une V -- O Madel UP 750(Bell Aqua). 2.Provide&install brass cover anchors. Crock I 10 Heater Influent 2" O - 2.One(I)Hayward 19 inch Flexible vacuum. I 6 11 Heater Effluent 2' O c - 3.One(1)aluminum handle compatible with Color Code Schedule m I -" 12 Heater B-Pass 3" T _ vacuum head.Chlorinator Paint Pi es Per Color Code Schedule is - 4.50 feet of hose. Fltered water A u1 L--__-______J P 13 So11 Chdrinelnfluent 7' O PotableWater Dark Blue Provide 110%Containment For Each Croc w14 Salt Chlorine Effluent 7' O C - Skimmer olive Green All Chemical Feed Equipment Shall Be Electrically c7nmvsdmr.rce w.na IS Salt Ch orine B-Pass 3" T - Spore Pads Si ns �_ main Drain Black Interlocked With The Pool Pump So That If Cannot Pump Carve From Pump Provide the Following: Provide all signs. Chlorine line Yellow Operate When There Is No Flow In The Pool Return Line. Manufacturer,Pentoir O-Open,C-Close,T-Throttle,F-Filter,B-Backwash.W-Waste I Skimmer Basket I Strainer Basket Acid Lae Pink t Pool Hydraulic Schematic �2�Filtration Pump Curve Backwash Waste DarkBrown SP-3 N.T.S. SP-3 Scale:N.T.S. Sewer Dork re Deck Drain Li hf Brown - Lockable Hatch Plan Provided by Project Architect.Number of Plumbing Fixtures Door to Basement I Shall Be as Required by Code&the BuBdng Department -- --_ I Proposed 4"0 PVC Pipe to be I 1 Connected to Backwash/Drain I ✓ Leaching Pool Toilet Facility Notes: I I All plumbing futures and future Fittings to be installed I I I >< according to the latest Uniform Plumbing Code.Each I I h toilet room shall have the following: Chemic I I 1.A Boor drain. Injection I I 2.A hose bib. --- --- 3.Bose sanitary cove file molding. 4.A covered waste basket. 5 nthe female toble ilet napkin opl receptacles shall be provided C in C 6.Poor ceramic Ile to be smooth-finished with non-slip _ surface. 18"z 1 B"z 24" Deep Drain 7.Wall mounted liquid soap dispenser to be installed at Pentair Natural Gas Sump.Provide 1/2' Ova ones. Heater.Gas Service Salt CL Thick(Mtn.)Marcite B.Paper towel dispenser must be provided of each room. fo be Sized by MEP BYPOSS Loop Engineer IntelliFlo VSF Pump Hose Bib W/Vacuum Breaker Floor Drain SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Building Hilt O OFFICEAPPROVAL a LUTION CONSTRUCIr R Water Heaters � O OL I 'I-, APPROVALTO CONSTRUR WB Cartridge Filter SWIMMING POOL Floor Drain Floor Drain (Typical) (Typical) SCOf!S;oL•No: SP-21-00037 Electric Panel. Trash Can ....' .....,."..,.... �.e a°..•.,•.res.,,e tvxc a�,:-��.-;:,.:e..n= Locate per Code Trash Can W1 Cover •,i er - :_a:.:a: _rr-=y^Nw�,=s*:M<r*^��+:,s,,:o_ter W/Cover Filter Room Dimensions Acid Metering l7'-0"z IT'-0'x8'-0" Tl Floor :.-.o.ai.or_,a.,z r-u r, _02/_1.0!2023_.... Pump On Shelf "i1OL` w' 50 Gal.Double Wall Chlorine Crock W/110%Secondary Containment Chemical Containment X71 Tile Poor- W, oor UCI1 Ule ULL - "` On Shelf 77VV Filer Equipment Room Notes: 1.Swimming pool equipment area shall have artificial lighting sufficient to .taw Lnerr: Chlorine Metering U Tuminate all equipment and supplies. - E) Pump On Shelf 2.Install fluorescent fighting to provide 30 footcandles within flier equipment County Review Stamp O area Base Sanitary Cove Base Sanitary Cove 2 02/07/22 Per SCDHS Comments Doled 02/04/22 3.Al piping not shown for clarity.Inspect pad to determine exact location Molding(Typical) Molding(Typical) and cleorance of piping and equipment. 7 Rev.D22 Per SCDHS Comments Dated 01/25/22 4.All metal pipe supports(not shown)shall be either stainless steel or PVC Rev.No. Rev.Date Description coated. Larry A.Rubinson.P.E. North Road Hotel 5.Wire the pump to its own circuit breaker.Wire pump in strict accordance Emergency Eye-wash with monufacturees specifications. of NEPry 62005 North Road(C.R.48),Greenport.NY 11944 Station W1 wl Sign 6.M wolves.piping and equipment in the filter pad must be readily accessible. r�4�s✓"t'+t;y-a9f• Proposed Swimming Pool 7.All piping shall be equipped to drain completely. �+ 8.All chemical tubing to be in rigid conduit anchored to floor. Graphic Scale +sR-�.''7:'i'`'+" R&W/Engineers,P.C. 9.Place acid and sodium h c --- ypochlorite in separate corner pipes. 4' 0 2' 4' 8' ` ti"�:� Y iso iowrOne Rotl Svue 158.HPVPPPURe.New YpkIO88 �i PMne(6311959-8531 FPr 16311969-8518 �\Filter Equipment ROOM 4 Toilet FacilityLayout /, PoolScnemancSi)-_od.ToBet(ISI)161 Dwg.No.: SP-3 Scale:N.T.S. SP3 Scale:l/4"=1'-0" �"� &Calculations r'_' (in IeeU r 3 Dwg.Scde: Designed By: Checked By. DOIe: SP�3 1/4 incn=V-0' License NO.:68956 As Nol2d TAR PRG December 2021 6 1 2 3 4 5 2 3 4 5 S-1 Coyer R-ov,ent-Is 1.6,O.D.Stainless Z on Water See&3 on So.1 S de Steel Handrail Flexible pension -26.7-- Salt F-ndly" 20 Wore:Coping Stone Not Shown tar Clarity L L Finished Deck nt RC Water Line 3 (D Z 44 Reb.rsA,B'O.C. 8, Each way Steel-Tex 1.9 O.D.soft rriencly St.St.Handrail. All Handrails Must Be Between fl, Cost 29' Filter Drain file Ste -nu yp- Stone L Pentair Pool Products .0. 8 .'he, Rehf. Step Treads Brace Bermuda Cast 1 34'&36"Above Coping 1/7'Marble Anc Aluminum Finish Anchor- Pipe- 6. in.Air Skimmer With Equalizer Check V Slipups 8"O.C. Gap Valve Assembly.Removable Fiber ass Grote Flush Cove, Depth Varies W/ 6" 1._6.. A Bondm SA -6"to 5'.0' Concrete(Gunie) Win.(TV-., Bars 1 1 Each Step 3' 1 rotor Ceramic TL Step Nosing(Typ., 6 V Over Excavate Sides "#4 Rebuts 9 9*O.C.Horiz r -Venl Line '-6" e &Form Pool in. G,.m- 9 4 Rebuts o5i,8'O.C.Vert. Equal n I Handrail n L 1wrols) 9.4" Bonding lob 6"Radius Equo OM B. 1/2'Radius Min. Wire(Typ.) 24' Min. �15 R3: Provide One(1) E.� 4*Me, 1.11 to B'Min 2 Thicken M At Ecch Came, g. �4 Ban Behind Tread (Typical of 4) Be, -PIC.."N'le 2. s Drain Line With Plan G• pt pr teal su]eel:pr 121 ven:cW for o arstonca Lpp Pool Wall P Trap Sloped 1/8"T 5 CC To Leaching Pool L III-vNCh the wall may be sewed to the Anchor Socket With Typ.Reinf. Injection molded Plastic Gravel Or Cru shed behem-In net g-C,line,m. Locking Wedge 8, C r-n.,between the beam at 1h.1 p6m Esculch eon 17.5x7'Recessed Step. Blue Stone and three t..,C,.V.CcC that ther1i.at I Tire. ,91med 1.mrl M.-.- real.,In- d 5'Minimum& hcr-al PC,5,1, �Plh ,"n-al, 1'.maximum (Typ.of 41 HIC,steel 04 R-aV 8-O.C. Typical Wall Section feel,W y hr dd.of r 9- K-21 St.St.Hand Rail&Steps Comply voth all requirements of Chcpter I St.St.Ladder Rail&Wall Step Insert �4 Drain Sump Skimmer Plan View \SP-4 N.T.S. of Sanitary Code.Subpart 6-1 5.8.4& N.T.S. withCode N.T.S. Comply with all requirements of Chapter 1 \��4 N.T.S. Comply with all requirements of Chapter I Comply h id d1l tre requirements ire m a n I s of Chapter a p t ef I I rut -18.5 of Sanitary Code.Subpart 6-1 9.5.2 5.8.5 to gr�, ry ,Sub-t 6-1 5�8.2&5 8.3 a Sanitary Code,Subpart 6 Eye Wash Stoic, Notes Fill Spout to be Located Approximate locations of depth markers am indicated on the drawings.Depth marker Pentair Pool Products Bermuda -1 Nle to Ladder Rail to X 1.5 x Diameter of Main Skimmer k 1.Emergency unit to be Bain-Free,wall mounted as Eliminate Potential Hazards Protective Cover installation shall conform to the following: alife"Che manufactured anu a Permanent markers shall be installed on the pool deck and wall. Drain Pipe Valve Assembly. 0,Surface Bradley.model NSI 9224BPT. Provide Flexible See Equipment Schedule Caulked at Surf C F For Manufacture,&Model# 2.Follow manufacturer's specifications for installation. 2 Depth markets shell be He with a slip resistance of 0.9 or greater. Cover r-l'-2*------ Deck 3. Comply 3.Depth markers shell be installed of points of minimum and maximum depth,the pool I7'AI7'XI2" 3. V,with all O.S.H.A.regulations for Eye Wash Stations. Provide-\ No Sharp Edges breakpoint and increments of 2 feet of depth.Spacing beween markets shall not main Drain Box. Cop exceed 25 feet around The entire perimeter of the pool. [�Pro 4 Marken shot]indicate depth as measured 3 feel from the pool wall. Water Level:��Max.tFloating Wei, 0 6'Min. Removable St.St. No Leak / 't, . Fill Spout 5�Markets shall include"NO DIVING'morkers at locations shown on the plan Hong. B 6.Marken shall have depth in numbers that are 4"high followed by"FOOT DEPTH"or See Plan View •-Removable Perforated 'INCHESDEPTH".See deal. Note Basket(Provide Sp..) 7.�l W.L. "NO DIVING"markets shall be at all locations with depths less than 8 feet. -Flow Valve Main Equalize 6".x 6"Non-Skid Ceramic Tiles As main 12" Equalizer Valve Assembly Drain F�d c- Co 35-I/Z' 34-3/4" r-6-i Manufactured by Tile Specialties 3'*0 Main Drain e Drain pip. •.2"' -FcC r1feol Slide OP. "a to Floor LMax. Ll Z, To Filter Discharge to Floor Copper Connection Hydrostatic ........ ... FEET INCHES Rel vn 9 2"Skimmer------- 3 6 DEEP 4"Cleor Equalizer With .r (Typt) Compliant Pentair F,Pool Fill. Provide Pop Oil Creek Tubing Black Numerals StarGuord Provide Poppet Valve Each in, and In Each " Caping Stone White 2"PVC 6'to I 7'of 3/4"Crushed Stone Additional#4 Bars In 'k Around Around fleinf.orcing Side View Front View te Background Header Diagonal Skimmer Be, Main Drain(Typ.) Skimmer Box Emergency Eyewash Station out Detail Comply With oil requirements of Chapter 1 Depth Marker Detail Comply With all requirements of Chapter] n Drain Box Detail Wall Section at Skimmer Com th all requirements f.Chapter I N.T.S. am ly with all requirements of Chapter I \k�y N.T.S. Pilto- I nts,a N.T.S. or. 9 (jp E,,i!i.ss� of Sanitary Code,Subpart 6-1.29,8.3of Sonplitcry Code,Subpart 6-1 6.1 N.T.S.s of Sanitary Code,Subpart 6-1 9.6 of Sanitary Code, u pa 6 9.5.2 Note,. Provide Intellitrouch Controller, Lights are to be LED Pentair Lee To Controller Within In Dry Niches I Increasedimensions if required by manufacturer specifications. Equipment Room/Pad ow I 2�Design must be near flow meter midrange. fl 3.Reduce or endarge pipe diameter(or specified flow meter. WEID. Expansion Joint Min.5 X Pipe Diarn-7 Min.10 x Pipe Diam. L SS Niche 6"x 6'Fro Caulke of Surface -Bronze Loc ng we e."St.St sf 00 Cost Br chat yo ket With Ceramic Tfle 00 1'Wide x 2'Lang Precast at Boll.Provide St.St.Esculchern r-I El-18"or Concrete Coping Stone r Water Line(Color Copper Bonding--\ As Noft,4 Per Owner) Wire On Plan 5.5.Niche e0 1 n n Joint Expansion 1 �int th p u Wre&Acceptable amp C T_ C See Connector.Ground 2" EI.O'-0" Frost- te with#8 Copper Ground 1-114" W.L. Equipment Schedule Ground 4� Fix.. Max. For Model# fl i -Pr I Stone Deck 'edf.n.fin nt Pentair 542087 xt 4 d stable Wait Lighting Fixture Cord Shall be Sufficient Length to beConfinuou j"Fitting W Frl*v- Gasket FPipe Di from Fixtureu an Box.Contractor 1.Coordinate Proper' PVC Waterstiop to Junction Voltage Top and Conductor Size With M.n.l.,t,mr&Code \-I/7'Non-Shrink Fortified Free Matter led.1,ficree A W, "I".Tit Grout 3701 Left .1.2.R Platinum Rapid EL-17'Min. Return Line Nearest Downst redim Stainless Steel Screw Underwater Lighting Provided Fitting Band/Hose Clamp Nearest Up"me (Equivalent Wattage from Pentair) Filling 1-1/2"0WO Straight Run of Pipe le I LEDlEquivolentl Number of I Total With No Fittings Are Jl Ia Wattage Wattage Fixtures Wells wafts with Out-Door Pool 600 1 23 1 300 1 8 12.4001 3.0 Flow Meter Detail (-12"\LED Underwater Light @ Bull Coping Inlet Wall Section Anchor Socket Detail Ni., . @ L @ Comply With all requirements of Chapter I ��N.T.S. requirements I Chapter I Comply with all requirements of Chapter 1 \��4 N.T.S. Comply With all requirements of Chapter I N.T.S. of Son. Comply with an ry �u par, Tory Code.Subpart 6-1 9.8 Code b 'D of Sanitary Cable,Subpart 6-1 9.5.2.6 of Sanitary Code.Subpart 6-19.9 4-1/2"Dip1 4-1/2"Dial 7.2515.87-ISch 40,2"Slip]2.371 1.5"14.63- tiro co.s�vcr ran1 10 0 10 20 all 00 Sy 1110.1 POOL scop;tab noSP-21-00037 20 20 10 h9 Psi1P 114"0 Stainless Steel Syphon or 1/4"0 0 D. Heavy Wall Polyethylene Neatly Strapped tunty Review Stamp E) Stainless Steel Drill&Top Piping, 2 02/07/22 Ru I I 2/O!/22 Stopcock an 14 Tubing A, eS,:..S,:;mn.n .;.d 01/25/22 R quilted to Remote 1 01/26/22 Recrrcu ation Recirculation Location le I Description Pi e Pi e Larry A.Rubinson.P.E. North Road Hotel Pump Discharge Manufacturer:H2FIow Control 62005 North Road(C.R.48),Greenport,NY 11944 CZ�a= Pressure Gauae ge Model:FlovvVis Proposed Outdoor Swimming Pool yr Engineers,P.C. E S.,1 150 Hauppauge.New 1,xx 11788 D qN� Pres.sure Gauges 10-Meter Detail Details 4_ comply With oil requires of Chapter I N.T.S. Sanitary D-9.Scale: LARDecember BY:I Date: 6 �,N Designed By: A ITS Code.Subpart 6-1 9.8 Lice--- led' PRG Dec-be,20211 2 3 4 5 1 2 3 4 5 Deotn Marker Note Depth Marker Lecanons Shown for Reference Orly. 'Locate Per Manufacturers Specifications.Band Lilt. Contractor Shall Locate Depth Markers Where the 'Lighting Provided For Accent Only. Shown Depth Is Actually Measured Three(3)Feer Night Swimming Is Nat Permitted. it Creek From the Pool Wall. Tubing C Sloihless Provide Expansion Joint Slee,Wade, Behind Coping Stone Bail 3 Around Entire Pool. c•Wide Non-SLp Frost Proof 3'SK` °P'" Sl.St.Fill Spout. SP- Seal Joint With Self Proposed Skimmer Tile On Leading Edge 8 Provide Flexible Leveling Thipkal. (ypical of 21 front Foce Of Eoch Step `r'PM TR ""2"R "''7R 2'R 14 Protection.Locate 5.:.�S S;._"_;9.,4 S; `,.9«E A Next to Ladder ® Q Refum Inlet A (Typical of 9) +10 GPM IOGP T<i GPM IO GPM 4.-6" r45'6" 8'-9" 8'3" 3'-6" 5' 2r� 5'6" f IC G11 Clear F 5-6"Clear =©® S u 12"x 12"Main White Marcite 1/2"Min. Drain Grate ( ) d❑ (iyp.of 2) Entire Pool Bottom&Walls Notes: �^ 2 --► 90 GPM 1.Pipe Diameters Change Only At Tees. lip! Under 2 She1To Be Sch 80 2.All Elbows To Be Long Sweeps. ��+ Outdoor Main Pool - IOGPM 12" 6❑ Locale Tee At 40' Typ- D2 Midpoint Between 36' Main Drain Sumps _(DO White Precast Coping _ I cP I Slone With Safety Grip _ LED Underwater Light(Typ.of 8)2 l.ff' Stainless iv 8'-3" - -6 Steel Hand Rail IO GPM 45 GPM ID GPM IO GPM (Field Meas.) f } } - (Typ.of 3J 5 »Si O 6 B Depth&No Diving _ P TR PM 'R 7'R P 2"R g Locate Pool Alarm In Markers(Typical) 3•S GPM Accordance With S. Smith Manufacturers ADA Lift'Specifications 0 Proposed Pool Appurtenance Plan L------- (I)Proposed Pool Piping Plan S -2 Scale:1/4"=V-9' S -2 Scale:I/X'=I'-0" 1.9"O.D.Stainless 4"Wide Non-Slip Frost Proof Steel Hand Roll Tile t F Leading Edge 8 Field Meas. Depth&"No Diving" I 1 St.51.Ladder Markers T Front Face Of Each Step Rail (Typical) -Both Sides,Contrasting Water Line Color.Stairs Shatl Be Of Seol Joint Around Fill Spout (EI 0.01 Proposed Coping 6'kb"Frostproof Tile Nan-Slip Design Ensue Pool Stone(Entire Around Entire Pool Skimmer Perimeter) (Selection By Owner) (Typ of 21 Pool Deck 5: Return Underwater a`\`Refum Inlet Equa&r Cover—? O •^':'.^•l•r%.5 Main Drains Light(-21")® EI-17' EI-I B"(Min.) 2':ti�;;;• Typ.of 91 - :t`iFY - White Marcie(1/7'Min.) Slope IV 22H 8"Thick Gunife Pool Shell 8"Deep(Min.)Grovel Entire Pool Bottom&Walls Main Drain (Wills&Bottom) Or Crushed Blue Stone Sump Hydrostatic (Typ of 2) Relief Valve Slope IVA 9.6H C �6 � (PYP.of 2) -I- 30' 4' C 40' 2 Pool Lonq Section P-2 Scale:1/47=l'-0" Required Equipment Supervision )Adjust Supplied Equipment For Supervision Sought by Owner) II III IV HOA DPD Test Kit DPD(Diethyf-P-Phenylene)test kits with new reagents 1.9"O.D.Stainless Increments: capable of measuring PH&chlorine or bromine Steel Hand Rail 4"Wide Non-Slip Frost Proof 0.2.0.4.0.6,0.8. residuals.shall be available at each pool.If other X X X X SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES (Field Meas.) I.O.1.5.2.0&3.0 halogens are used(other than chorine),an Typical of 3® TileFro t F Leading Edge& OPnw OF PouunoN COMRaI l YP 1 Front Face Of Each Ste Aappropriate scale shall e from 6. d . p pH Test Kit A pH test kit with a range from 6.8 to 8.2,accurate to APPROVAL To COriSTRUai FaR - Both Sides.Contrasting Seal Joint Around Color.Stairs Shall Be Of Increments: the nearest 0.2 pH unit,shall be provided. X X X X Entire Pool Coping Stone "No Diving" Norl-Slip Design 6.8.7.0.7.2..I-,l.. SWIMMING POOL Pool Deck (Entire Perimeter) Marker(Typ.) 2 7.6 7.8 8.0 Testing Test shall be conducted&recorded for PH&free& scoris tab N°: SP-21-00037 3 Times Daly total chlorine or bromine residual of the beginning, X X X X Burin,and at the end of each swimmin eriod. - --d! ••: Bea a,a beam a--rr-- .e y r.ee .. I a-..♦ r .;- --- --- -- -- -------- -S Operating Complete daily operations records shall be kept of the .. •+'�•^-•T="^•,.�,:..-- as>.N_..�•<c,...:x:.,rx.s:.:�sr:,:•rr ca ,. Return rd. i .. ._ - _.._.. - .- •: Records operation of each swimming Pool on to=(GEM 148) .r>:„=o,:v..,:,•:..._r:,:m:ee:o,a,-...:::,r,:e,x,me..,..--..::;;..•:f...<; approved or furnished by The Stole Commissioner of X X X X -- _.._02/_1.0!2023_--.. Health.Upon completion,a copy of such records r shall be maintained of the facility for 12 months. Underwater First Aid Kit A first aid kit.which may be any commercially Uzi l U/LUGG Light 1-21'1® -x:�:; _ /':+.--%(>P:%: ^:e+• Prepared 24 unit kit or a supply of ban aids,bandage X X X X �� '��..-r -«^ corn esses In self adherin a,,a bonds es. p - CPR Mosk A pocket face mask with backf ow prevention to assist County Review Stamp 8"Deep(Min.)Gravel Main Drain 8"Thick Gunife Sum Hydrostatic Pool Shell Wolls with CPR shall be readily accessible in every X X X X Or Cn]ihetl Blue Slone P ( recreational facility. Qev.N�off]e /07/22 Per SCDHS Comments Dated 02/04/22 (Typ.of 2l Relier Valve Bottom)(Typ.of 2J Rescue Tube Onerescue tube with an attached line for ea.lifeguard X /26/22 PerSCDHS Comments Dated 01/25/22 6' Reaching Pole One reaching pole of least 15 feet long. X X X X v.DateI Description Spine Board A fu0size commercially available spine boerd or a spin Larry North Road Hotel 2g• Lar A.Rubinson.P.E. board six feel long and a minimum sixteen inches wide X provided with straps to aid in immoblization of a victim 62005 North Road(C.R.48)•Greenport,NY 11944 - &hand holds. 1EG4 NRss.]'p Graphic Scale tip 9-�_?_r,9 Proposed Swimming Pool Ring Buoys Two U.S.Coast Guard approved ring buoys of least 18 y inches in diameter fitted with a quarter inch diameter X X X '` Pool Short Section a; R& Engineers,P. 3 fine o length of 1.5 times the maximum width of the . -- P-2 Scale:1/4"=1'-0” pool or 50 feet,whichever less. a 0 2 4 8 3Borw.wne Rond.svn=Iw. PPw9e.Nz,.r®klUee _ t Phone 6]I 969-8535 Fav 6311969-.... Owner Is Responsible For Filing Permit To Operate And Safety Plan. <iL^^`4+ Pool Layout,Piping&Cross-Sections It is our understanding that the Owner will seek HOA Supervision Level (.n fee) Ey:_r,.<�:-u'�. $P-2 1/q inW=1'-0' '� Dwg.Scale: De4gned By. Checked By. Date: License No.:68956 As Noted LAR PRG December 2021 1 6 1 2 3 4 5 OMI TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 httos://www.southoldtownnv.P-ov BUILDING PERMIT APPLICATION INSTRUCTIONS&CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (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 additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: 50 Building Permit Application: Complete, signed and notarized. ®.A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. ®Four(4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3)AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County El Flood Plain Development Permit Application (if applicable) ❑Southold Town Trustees Permits may be required: if any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland ❑1 copy of ComCheck/ResCheck(if applicable) 01 copy of Manual J, Manual D and Manual S(if applicable) ❑Utilization of truss/pre-engineered wood/timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit(NYS or Suffolk County form 239F) (if applicable) ❑Original signed Owners Authorization: if applicant is other than owner. 3 s''g�FQI.re TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnv.(�yov INSPECTION &CERTIFICATE OF OCCUPANCY INFORMATION it is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: • Footing reinforcement or pier excavation prior to pour; J • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing,tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys, flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but`not limited to the following, may be required: • Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole_or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections. Please have your building permit number ready. 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Division of Environmental Quality- Bureau of Environmental Engineering 15 Horseblock Place,Farmingville, NY 11738 CERTIFICATE OF APPROVAL OF PLANS FOR THE CONSTRUCTION OR RENOVATION OF A SWIMMING POOL(S) POOL(S): North Road Hotel SCDHS FILE REF#21685 LOCATION: Greenport SCDHS JOB# SP-21-00037 Town of: Southold EXPIRATION DATE: 02/10/2023 Application having been duly made to the Suffolk County Department of Health Services,as provided under Chapter I,Part 6, of the New York State Sanitary Code, approval is hereby granted for the construction(renovation) of the swimming pool(s) referenced above subject to the following conditions: I. That the proposed artificial swimming pool(s) and treatment equipment shown on the plans and specifications approved this day shall be fully constructed and installed in complete conformity with such plans and specifications or approved amendments thereto,within twelve (12) months. This approval may be extended,after submission of proper forms,fees and other information as may be required by the permit-issuing official. No deviations from the approved plans are permissible without prior approval from the Department. II. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint piping inspection. 'This inspection must be performed after the pool shell and piping have been installed, but not yet backfilled. III. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint intermediate inspection. This inspection must be performed after the all the equipments have been installed. IV. That the engineer-of-record shall inform the Department 5 business days in advance for the purposes of making a joint, final inspection to ascertain conformance to the approved plans. This inspection must be performed after the pool(s)have been built in accordance with approved plans and all documentation has been received. V. That a Certificate of Construction Compliance shall be submitted to the permit-issuing official by a registered engineer or architect. The certificate shall include a statement that the pool(s)and appurtenances have been constructed in accordance with approved plans and specifications; pool(s) compliant with New York State Sanitary Code Subpart 6-1 and the Virginia Graeme Baker Act. VI. That the swimming pool(s) shall not be opened until the following have been issued: a Certificate of Construction Compliance,Certificate of Electrical Compliance,final approval from the Bureau of Environmental Engineering,and an Operating Permit. VII. That the swimming pool(s) shall be operated at all times to conform with the requirements of Part 6 and the criteria for operation of a swimming pool and to the satisfaction of the permit-issuing official. VIII. That whenever required by the permit-issuing official,modifications,additions or more adequate equipment as needed for the operation of the pool(s)in accordance with the provisions of the New York State Sanitary Code,shall be installed,and plans for such modifications,additions or more adequate equipment shall first be submitted to and receive approval of the permit-issuing official. IX. That all Special Conditions on the back of this Certificate and all criteria on enclosed Addendum I,Completed Works Inspections,shall be adhered to. THE FACILITY OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL OF THE CONDITIONS LISTED ON THIS CERTIFICATE ARE MET /l�y& 02/10/2022 Sta_Shaji, .I.T Date Form HM SP 101 Page 1 of 2 THIS APPROVAL IS VALID FOR THE FOLLOWING PROJECT(S) ONLY Equipment/Material Project Description , _ } Manufacture Model number Construction of a new 800 S.F outdoor main pool — water depth varying from 3'6" to 5'0" at the main drains. Issuance of this approval does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any other government agency. The construction period does not supersede any existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the facility(s)that are in violation of the Suffolk County Sanitary Code or any other government code. Special Conditions: Form HM SP 101 Page 2 of 2 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSONPIGOTT,MD,MPH Commissioner February 10, 2022 R&W Engineers, P.0 Attn.: Larry Rubinson, RE via e-mail 380 Townline,Rd. Suite 150, Hauppauge, NY, 11788 Subject: Approval of Plans to Construct/Modify/Renovate a Swimming Pool Facility Name: North Road Hotel Facility Address: 62005 North Road Ave, Greenport, NY 11944 Township: Southold SCDHS Job# SP-21-00037 SCDHS Ref# 21685 Dear Madam or Sir: This office has reviewed the plans submitted for the above referenced facility. The plans have been reviewed for compliance with Subpart 6-1 of the New York State Sanitary Code and Article 16 of the Suffolk County Sanitary Code and have been approved for construction . The following are enclosed: 1) Certificate of Approval of Plans for the Construction or Renovation of a Swimming Pool (with Addendum) Please review the enclosed plans and Certificate of Approval carefully. Please keep in mind that this office requires that all inspections be conducted jointly by a representative of the Office of Pollution Control and the Engineer of Record. Please contact me at Stanle�Shaji@suffolkcoun .. ov or at (631) 854-2532 to arrange for the required inspections. Please contact the local building department and any fire safety enforcement office for additional requirements that may apply to your project. Very Truly Yours, Stan Shaji,E.I.T Assistant Public Health Engineer Trainee Bureau of Environmental Engineering Division of Environmental Quality CC: DIVISION OF ENVIRONMENTAL QUALITY •OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE •FARMINGVILLE NY 11738 • PablicHealth Phone(631)854-2501 • Fax(631)854-2505 W-1.a,amm".N.".. Addendum I Swimming Pool Construction Approval Completed Works Inspections Required Inspections Three completed works inspections are required. ➢ A piping inspection must be completed after the pool shell has been placed and all piping has been laid,but before any backfilling has been conducted. ➢ An intermediate inspection is required after all equipment have been installed and all electrical work completed;system shall be running during this inspection. ➢ A final inspection is required before the pool has opened.This inspection must be performed after the pool(s)have been built in accordance with approved plans and all required documentation has been received and approved,include design professional's final letter,UL certificate,safety plan,As-Built plan(if required);for indoor pool(s)submit additional HVAC and illumination certification. The Department must be contacted 5 business days prior to any required inspection Personnel Required During Inspections The Engineer-of-Record must be present at all inspections. It may be desirable to have contractors and/or facility representative present to address issues that may arise during the inspection. Someone capable of operating all systems must be present during the final inspection to demonstrate proper operation. Deck and Bathhouse Drainage Properly drained surfaces are vital to pool safety. Because of this,facility personnel must be prepared to demonstrate proper drainage of surfaces during the final inspection. This will be accomplished by hosing down the entire pool deck,shower and toilet areas. If improper drainage is noted in any area,the pool will not be allowed to open until the drainage problem has been resolved. It is important to ensure that drainage issues are properly addressed in the planning and construction phases. Filter/Equipment Room Sufficient space must be provided in the filter room for unimpeded access to all systems for operation and maintenance. This includes access to all valves,gauges,flowmeters,chemical feeders,pumps,filters,etc. If insufficient access is noted during final inspection of the facility,approval to operate will not be granted until the issue is resolved. It is important that ample room is provided for all equipment and that this issue is properly addressed in the planning and construction phases. Provide UL Certificate for Electric: (the certificate shall include, but not limit to following) • Facility name and location • Inspector's signature and inspection date • Pump(s)and Motor(s),Chemical Feeder(s),Chemical controller(s),Electrical heater,Salt Chlorine Generator,etc. (any applicable) • Bonding of the pool(s)shell and related appurtenances,GFIC Final HVAC certification and illumination certification for indoor pool(s) Certification shall include the air change rate for indoor pool(s) and minimum illumination on the water surface and pool deck Design professional provide final certification letter Certificate shall include a statement that the pool(s)and appurtenances have been constructed in accordance with approved plans and specifications;the pool(s) compliant with New York State Sanitary code subpart 6-1 and Virginia Graeme Baker Act;also,pool(s)in compliant with ADA regulation. Form HM SP 102 1 2 3 4 5 North Road Hotel A Proposed Main Swimming Pool A 62005 North Road (C.R. 48), Greenport, New York 11944 Revised February 2022 "e 5w"tl Lwolla B B I t 0 0 �t •1. C t C List of Drawings N�„R�a1L R.6Bt Cover Sheet SP-1 of 6 Overall Site Layout,Pool Enclosure,Notes&Schedule SP-2 of 6 Pool Layout,Piping and Cross Sections SP-3 of 6 Pool Schematic,Filter Pad,Toilet Facilities&Calculations OWNER SP4of6 Details SP-5 of 6 Details North Road Hotel LLC North Road Hotel SP-6 of 6 Notes&Specifications S.C.T.M.No.:100400-100-10 62005 Route 48 N Greenport, New York 11944 SUFFOLKCOUNTY DEPARTMENT OF HEALTH SERVICES Daniel Pennessi(Daniel Pennessi@gmail.com) ,' .: ;A0 OFFICE OFPOULLTIONCONTROL ;;Site APPROVAL TO CONS—FOR 914-582-7861 •��' SWIMMING POOL "F"� SCDHSJoh No: SP-21-00037 PREPARED BY o W �„ �� R & W / Engineers, P.C. L-v A.F.V—.P.E _. •P.�.A,o�.•�,..P. 0211an0a?� mLEI 380 Townline Road-Suite 150 = 1 mow, Hauppauge, New York 11788 631-969-8535 Fax 631-969-8518 Location Map County Review Stomo lkeem No:68956 1 2 3 4 6 1 2 3 4 5 ob wmmarmid eaexana RpPpiea pool oepgn open stbeavte em,nne—a- 2— emona Pemnl Nde: O be I20]I aro Feol ro0 Sdr CM1lo,meC t,�awtl oblan Camry Pemul to comhucl lM1e poo4 waY muxlbe arnm r 21001] Los at<I/pay=9n Ms60 Min a o45 ¢atlanto wln opanvatl pbip GP 2 Cwlroc a si1o0 pe IaoM obrwn bcG BudGnO pepnrlmenl pemuh =s I1 lbs of CVpa✓ ).Cantracla fo odour oM poNtle ebctnctl ppawd cMircole. 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DeckM tlMol Mwp Be�ubw�eo to t�lvplet-type wllna PmavrGrlg —Id0 pal 1111, DHS Fw Apaovpl °loran ouatl orb tmmubmersLb openng k�respenuda iv pblprirg dl mm.cip°I permit, ponRob la aorvungcMtrdatl campac0on N fxurmd oenehw6lnniw wmmrtg � mnpprntdae ua owi me mn..b« B ° L. m P toP=.- L.— my arm ns amenp remote tlnrmnnprprs B Lacer o'—.1,W ere me Stmwn ACNaI Pod 4mlomeSlnl ee Rolepletl w,ln Mlocd—It bore, Wp1MkMepsuretl iHee l]I feel From Me Pad Grourb FaWt Cvcallnt ers(GrGll "gfounlain Wasfa Water SnaO 11.Repwa ane submRsteel rehfaang ane shucNrd pawl shop Fnowings hmhw0e 10 Sewer 1R tTeno Conr11—Yml 1 vovba°IHoe Mg bbtlercwle'f6 tM to vocvwn Recker MoclaMs ppaotmn aM manlena•rce nmruM fa oveb ryvea ° co-dTo Palade wmnsappN. xsrav Ralere ewepmant.remy nrm,am yaNe rnpn ippamat.afinelmn ° io Ba fieb eioperorort <aa wFfeMalmnona nmintemrma oI1M ante pool rystem. 1 ltm1E ricer of R—d. t ev ism(ileToci+.na Gaiety. Prpwae ceyntpwtle O '1a P,le;mr wow Wim 5 ProwUe rh.8ea a'.n Gotef Nal Ba salt Plmne Nimxbtl eon nOi«^9od woi<iaa9aJ' vArvnrg Pod6oReleae oev'sesrSFo mbnae FMa Raam i lot W 10 o.d mm IPbw eelwl irnmbl?ahr OI rent me Bailom i<sf Hde1-T (TIP-1 --s-21 11. e. ISCM 55 PVC G9 a (iyp:col 0121 Location � ______________ =repoPa OacYCrol'mg rePad I a0 -Reaauaas H.eiaa peck uea �••,� ❑ 17 El p gWen n✓p.or 3 'I Gl r to 990 .I 16 I I0 u•s � '1 -H bmmpnep ■ ■ ❑ c ca:xierme0 'I (NMn63ouln5bes) facmines I 21'% aDbY ! ccldnPwn peckF ■ A-- to. Seton L HweanumwmDCOF of 0.@ <cesv NI Ppfm t ❑ ® Pahmp tel ••`' o Ore•r ❑ L,i________________________________________________________µ__J PphnOlot I ` ❑ ij .o �: >a�w�e�;,•• 6 Lo<<kb a5bpad �6�n 6PyG '(�i � -I pwedal:l a nairannr uam, °a J. w loan ' 1 .O � �Ci640 s."X1Nn omamenml O O o j Terme Omg wan I 5 .a»l ia<lala, ® 1Ewia wen sbeg awe 1 Q 1 � Mw.it.Horn Relanrg waR 1II� D Q � O I •1• • � `4ck 6drmeva Rid 1.1 D � — — sreia,eow.noo.vi.rL .L2nn.yra, wP✓zz ed0x/ayn �a�aam/isra POaI ---�--_J Lam/A Rev,xo. R v, a oes J R.�M—P.E North Road Hotel 1 h Rood lC'R•A81 SP-21-00037 a py.mw 62005 North Road(C.R.48),Greenport,NY 11944 Pro osed Pool Enclosure "OQ• Proposed Swimming Pool sk+;• lsglneers, scale l/4'=1'O' /J...:., mi.°w`w..`.°ii; Overall site Mon overall Site Layout.Pool Enclosure, - j - N.TS. Note),Schedules $O1_) >•a.sme. oegPme Rr. e Count Review Stam Ocense rvo68956 0 6-71 I 2 3 4 S 1 2 3 4 5 p<pin Mater Nofa to cale PmMon�lae+ureys Spz."I. om Bontl L0. Oppll i Matw Locodom Sloven fw Rolaence Only. Conhe<Ia shpa locale Depth Marken WM1ve me sLN'gM1linO Prowtled Fw Kcenl Only. \\ fro MPpodnls ocluaey Meamed irvee nl Feel nl$Vmm�lirlan N0l Permdiptl, w \ Oa Creek Ness Ronda Goe,rvon u Sf.St.w Slwut. lodUn. Se JmrmFl w�In3P°OLeY� ProposNSt'veyw Fe On leotlrp ECge b°OI � Provitle 9e tla t m wo rpin°t<l RyproldT on Fore Ol Eocnilep Neti io L A OCOeroe :S L .9,. :_9..E jiypcm of vl ® �mp.M +R ou+ ux +9w,n+ q Oedm _ r SL'C'kml® YynlGalen Te J 11?Mm Ily°p.of Rl ��loe vea BORomawoos� 8i < 1 Rt' melsn elmrma odr wt ices. Pwma and pp BODSF. long Sweeps. Snekio Be Seh BO OVtdOa Mdin Pool Q IT y ladeiee vel m I iyp. �F dWpwnt Between x Y awls da'nsmnw I.— In alI nwleryenp Underwater L'gnl DYP.o10)ej1 B S3'-�T�---S�I'3' B.T�e'3 ____ Siac�IfanO Rva fS 'eve/ .s°w +oceu� +<mrn B I• IFalo Meml d••6 6.,. O9p.a131 d e 0 Rq Tp Ac orcla°OINmmIn Mmken Ryucdl ADAL' Specdcelonssm Proposed Pool Appurtenance Plan L-------� �1Proposed Pool Piping Plan - Scale:l/d'=1'-0' - Scale:l/4'=1'-0' r we<Nw.atp Frwl Proal I.v on.slwxn EtlOeb Steel No,W RoiO cepin a ro d+irg' I6am mevs.l R a dd MakwsGnicd oN lacca Facnstep Slosl Le Saes.CenlrosOng 19001 Cdo�.slenSMll Be 01 ealJdelAround w spoil P'posetl Cpprp 'Noslm ITIe NorvSLp aeskjn Enlna Pool mcErl< IiekdvrPool Oeck Orp dRI Q Relum g• al ` d<rv+alm �R mbl [woGerCww� g Mdn ptlbs L9hl l-RI'1® (IypYol91 EiIT'IM+^I 'i:�e re, vmnev mule 11/ZNJaI Slope jy�yJN "kGuWO Pod Snen p�o�IMI^IGro.'ei Eniro Dol BollomL Wekz IWe4bBwlom) BNe Sloro ill �v.todc C IRI i Oro dye Sbpe IV.196M I <� C <0� Pool Lon_Sec}ion Scclo:U4'-1'd• E.-7.d EO.pwanl °e...p^ (Adrysl SUppBad EpUlp .Fw SUpervelon S°U9h1 by Owner) nnµrsnemnenel le -OD Stankn pede of measweq pM a cNon a mbanma en Slecl Xontl Fag rW Nontllp Frost Pmol 0.20A.06.06. re tludL enol6e maloble of eats Dool.Il°mer s %%% X SUFFOLK COUNTY Df9ARTMFNTOP MFJUTx SERVlals (Rekl Maasl Fk On leadsgg[[E� b IA.I,s.9.0a 30 hdeg<m mouwdlomerlron mlalrmlen ..w RYP'Cel of JlO Fe e01 Evc�Slep v <scele U+aa ba midetl A rOx fmmwl s<d PXt<n%n loFl A�o✓M -Bolnslees.ConrrmNg A X+asl tnvdm or va+p mnv+um4nsmun wR .SIon SMaee Ol Irremenrc Ino roacsl ORpHa�i.al snpo be PO CM %%% % �aool Dec j6+%e Pe%n+eel .°a/a�er ryl pnegkn 69)A.>2)A MMMING POOL mre:Dear aim cM1n'mopM enc 6e owpl rn e°N<amy,a %%x x seonsson xp SP-21-00037 Ralvm e[°ol� ope+a or�ol e�c°n sx+mmm9cPod on lomis IGEN 1<BI .ro�w r+.+mw.wr„zwe.rn.w.•,r,,..m rn.....,,eoe.ar.w. — vp h rpon can d w 1-1-d try lne slam0—,1 %%% % ne+moi U •0p10'Omi'w""^' sndlh monmme0al IiOn^e fpcooym IRmonm�z U9hl1-2Ile• I.+e LI •+vents mor o conmcmmW 1'-`� 1® °E]d urvl Llmpw p�Yy el bon aw.bvWOOe %%% % D IXlxaNzpMlnunlGr 1 Mph laant •' e'Mc�wule cPR Mort wmm pewnm+on io mml m.COUntyRenew Stamp �.raww D d el.m smrw mp R) wp,ld:< m mms mremaye° x x x x P<, V=ola<Eel voNe ovmltl SCOXs c>rm°nu 0°maovw/E B11vp.o1 RI Iwnl QeO,,.T°La °oe wlm en Ip acne Lwrn ueaeo % �ueroo+�eommedsce l�F- I�— Nne Pd< og ptle et leeJll Del Wng. x z z x p so-Beed e,uao-r ova. mrwordwazpn Ie�endem mal<en md9:.w,dex 1prry A.Rpar—,P.E. R .leNorth Road Hotel Lp°oale e.nm maps load In�mmr°wbBwlhn pl e:snm 62DO5 North Road(C.R.48).Greenport.NY 11944 Rrga,reys T---Uneawde eww, a„ysal I e Proposed Swimming Pool 9 Pool Short Sec}ion w.hwmdwn<Im rdea'ww+mppp'°°mlprinn,mmemr xx x I IF D ye�glneers. . Lre p knam or I.s rtmekmemewrwm yddm of l,» - SCNe:I/4'=I'd' povlwSO mel.wncne.vukss ;l` F' ownoh Fespp DIe Fw Fang PmNl io operocA,q SotdyPba Pool Layout,PlpingBCrosOSeCtionS P oou uMenlandn01M1of1 eQvnaw4 seek NOA supervlsun lord ly(i�knla 5o12i Ucense No:69956 a+9 sc 6 2 3 4 5 1 2 3 4 5 Pool Hydraulic Calculations ab,Reemsrmbd L< Pool Proposed Manufacturer Equipment Schedule `Fbw Sw.Icn Mokes or&e°ks°n eeclricd CicUlr�ec Ac ual Foury Roe elvcM 6v AclUa Sub perronol,en/p<sulplren DCYBnolbn/Descrlpiwn O*/ ibw5ro StMc Pox Swrtcn iv pe{nor nr a Pew n h n h Sba n/Sec feet/ lou ioltlRe�ei PVmp N�rwf rnurerzrw Poxpn lne ROMnQiw r D Meler llfeBll llfeB+l Novae nncnesl I I Im Feel IFeell raIA..o.ee-un if Bev Vtive © Wosle sump "Locate flax Nmtert On AStrayhiRw Ol Pipe T «Yaron I m nrm a w/OactDmpilo+eem.I I A�edaaaten powrnneam 610 Pomu+en d 5 DIES OI MVPINa IXAaNae slvgerJv J] 0xa '-H�t— W11eM Ydc � _ Spmfae BY NawlocN�ar d a] ]S I.I] ]OB � Geta Vave Oeck< 111 1 173 1 2W TO A r ( m Una0G Stromer Op 11 0 ] �/� CM1ecY vahe yr — r5R ter,p cvaoe loe o.e �® aopkrvc Add — A r C 0 xo + aoi om sa�90 s 360 Remeeea TMD r 0 ewaron Q Ill Rl'ne 1 © BIX`i5 Vie` rota PpNg loss ] JRI loaf �To Gv �e O CMC V�reF t— Pumpr3HPJ Pemn{rN4IDMe i °v 6'AY Gop emlMee FnerfOvlA feoelon ppLS ore onoM buel finrgs O Pow Neler IIJJ R ae » s � ooa cM Dram snares s P p,<:;«a�«, Nna Waler Healer Heae l90 O xaew Roc ecru v yr we,w e A <nrov AL o UI ISn we Hee •r- bstdll O © Sde CNwlew Ntttllass PO Roawor o CmMeOa Alar I I e mm s Die s• I- eaR,e oxn t rrt.n < SenGbrnnRatesseral eI SolegFwty xeY o P.mbefNak Gblem __ _ alOrpmal rdtlSYalem Heoe Lau aSFt o ocv.P<m.' ® I mrcem ere v - ❑ to vebciN lfineronl r_______________________ ktl _ raelw, Awaaa loot rowlr.wanl ee0teC. H veadN•sO GPM/eeeGPN✓Cf5/el]SIAla 51/SP. F? CG`pnpp Candover i ® •BJSF Rae<ISFihtt OL � geedolanv I`---iF�l O I I a U pool Valve d Operot'ond CM1arl f6Akaler 3 O frIMS�r nevWvaNtmo`IfSx511 V V°Me Pump' a eweacs swa` e SR T 1 I © 0 O ekib KFr6eh PeHvmo mo Cu+m o D. nwl raN Pum er — aamenwrcbragn he+parmnxaoelee b<Radv Ce.gs _ DectSaeh Fovo,enr eouy On laM d.fwe+.vanMO++rr. O I O B1— ire s 00 an — eerananp LnprOwrawaev.oe WamvnonbMN. B 1 {eeEer uPD ® b 5 O — rvRwJree kLn�e,�ot lwxvdlapelwnvdlaoe g b © ; Po ealee f a ) O — R "tl 5M1 Ce`rP Ntl 1 Folie j0 b 50 Gal. I 1 n 0 A O C — le11 0 ^oartll HP poratobk vacuum syslcm I.Ora 111 Loop-Lx soGticovor. L__ ADouek Gxk O CreekwOna�1UP]5016a5Aqu°7 xRwwe 6lMan beau evva,°xlvm. 9 a o eo er n.lien o 1 Haywpre 19 rncn Pe tIe vacuum. It ea<r „ea I o — a.arr<PI a.aWn.p lwnek c>ppatraewm Color Code Schedule CNvkrolor 1 Ppmt Rpeipv CobrCo0e5UntlJe eater ass e — vecvxn Mae. M7: - LOO! ___________I xrc IBol Onm°,rz �=Pevltic ine Hydraulic Schematic 2 FiltrafionPum Curve - Scale:N TS. lockobk Holm �� Ran RaMoa MPmlectuctiact.Nun�bmoi PNrnbl.q falures Oerc to Basemmf I 1 SM1oS Be os Requree DY Conealn�MOepotmenl I 1 p�,ee.-o PvexnpaleNmce --41, - --- 1 IV AVYplUmbbq flaures ane flaum M'ur9s to be lm+dke I I ,dr gW latest UnRarm r.u;bI.Coee.EvdM1 I I aleieoomsnov nave rtes touoweq. 4yoctm emC ware bmtei�� s.Suavae I gopWrecep'acks Taibevovaee C : In Da lemele laelreom Imnetl.vrm C aFaorgeromk tae loce araolnro�aa leelaexe p Pdn 9 aeP esPemer fe fa hetdlee et er.Gas Servta P— S at CLL rNck lAYn.IN`vicee e.P persel dive kermrsl De eo by NFv �°ss Ogmeer leDPO Kr Pump ose BrD w/Vacwm wan�ifeot PoarOrom� SUU—COUNNwDEP utaeaeWOFF I—I SERVICES WIMMI CatraBa ® O w•xm OOe.mm< w+ a SNG ROOT ElecMC Panel �� Pvgcdpal —s--s-ha SP-21-D0037gg37 Lrc°tapa,Cotl� W/C ver W%Coe =PM:snw'uf0 - OwbYWagC-1 G T'k Fbv' w/Ii0%seaoeaw ewrm, aik efam<m eeam r.rcnl�6 <,raamaemR On Slav W nrrrarep pptl earnpmenloaasmv�ave mificrliBhkg vfrorenr to rj D eNwbe N<Ia�rIB—�a ,=I q°qurp"a"°ae`ac6m rl ar I I PVC Punrp IXrSMfl ® xtAl av Marescem kB'+t bproWeJO(oorcanoln wean NrnegUlom<nt a om CovntV Review Stomp D Bose saNloy Cwe me Sonta�YCwa C�7 ee n1Nvwn lwaanlY�lmpeclpoe le eetemrmeeeaclbceron lud?rq RvPkell Nnmal]WdcaO PericO Lsc mmonI Gcbarance of prp:ng one eaawnenl. ].M cal does ppous tool mownl Lvov been ilaNaisvee or Lary A.RVGnwn.PZ R North Ron Dorm. m eNorih Road Hotel B<nw Fyo-WaN ince rM mp roihoxn ctrcJt deoker.wve pumpnutar accvaaxe mv,wapM<n,pearaavom. 62005 North Rood(C.R.48),Greenport,NY 11944 sran w/vBn su.tl.<x ppro ora ebupraenl Hine m<ram r.enlcereaear oacesvae. <re6"c.;°a Proposed Swimming Pool rmE be<w�a amaa<amwa+elY. G,egr.<xaw 9:uI�IPKr`r°mca wnaB rym aaravitaxwreelgro« -vY. .Rade waa,e soaw„nrpttName a.<p®ol<coMerpb<s. z ,r �e'-�F R..e8 W s/Engr.,neaer.•PC. o Q)Flter Equipment Room Toilef Facili La out h"'"°"' fmpf.... Seale:N.TS. Scale I/P-I'-0- Pod Scnematkrai siolet facurvek e3 Imlmp •m.`' ueB Sew+ a SNS. license Nq:seRss 6 1 2 3 4 5 1 2 3 4 S t.a-o.D.slomtes: nfl-mwataseeeSmSNsee culte elsanYan Steellbndrod _ J21 DeckiroaesW ^kGaOw rcf � o�A DepM vaaet Pnea MAP etl ^. f%51 d' 1'd- - ,pCa .ear (IA �an sm Yx,ed m,enyiC'". mI .7J7IN/\/��J/\dIIII,.r'i.-• `.ov,--.-v-�.IlMmi ufpcn CareSPlan 2e.Bar's —Lcli nfdeldetl RmM1c IO Le `GrovalIXCNsnetl ontlgo 6h I)StYRecerutlSlep. Blvc Slenc ire�tl Snwvrvmd � '�'•i Pa.rderomaux.d lnB la4mum. _ (Y p.ald) T ical Wall Section ` ""2e1b'Sde �SLSt.Hand Rail&StepS Compy�wh IU 1-111h m—P111—P111l /1 S1 11.Ladder Rail&Wall Step Inserts Drain Sum � Skimmer Plan View .IS. oSanAaylCotle.SueO•wbpal6158.66 N.TS. CamdywM of requ'aemenh of Cnopterl N.T.S. 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Notes&Specifications <',ee,n,<erlam<.eran,rermmr,P.eDammnr a.p•beme,nPma Pwr<nwra<menwrop:a.r..,,arwrP°mamPPar.rapaPe<mnm.mPmm:wpm. :...: �Imn<a <a«mroa°vm °ewP� Sd6 bcePte Na:loose °"9 s<mm Gnn•rtenr c 6 1 2 3 4 5 An NYS I F New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE %�zjp A A A A A A 522454246 JOYCEINSURANCE 2 JOYCE PLAZA STONY POINT NY 10980 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SERGIO GENERAL CONTRACTING CORP. NORTH ROAD HOTEL LLC 22 NORIAS ROAD 62005 ROUTE 48 GREENWICH CT 06830 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2275 662-1 666767 04/20/2021 TO 04/20/2022 3/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2275 662-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SERGIO ARAUJO SERGIO GENERAL CONTRACTING CORP. 1 OF 1 THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:772283755 U-26.3 ,"NEW ATE Compensation workers' CERTIFICATE OF INSURANCE COVERAGE ST Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carriell 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SERGIO GENERAL CONTRACTING CORP. 914-804-2022 42 SHERMAN STREET,#1 PORT CHESTER,NY 10573 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 522454246 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company North Road Hotel LLC 3b.Policy Number of Entity Listed in Box"1 a" 62005 Route 48 DBL357231 Greenport NY 11944 3c.Policy effective period 03/23/2021 to 03/22/2023 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/21/2022 By "it Af (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4131,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. p DB-120.1 (12-21) 11111111 iiiuiuiii111111'�iiiiiip I11111111111111III Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. 13121-120.1 (12-21)Reverse (MMIDD A`��® CERTIFICATE OF LIABILITY INSURANCE DATE3/8/2022YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIAUI NAME: Barnaby Joyce Joyce Insurance PHONE, FAX 845 942-7200 Y A/C No Ext: ) (A/C,No): 2 Joyce Plaza ADDRESS: service@joyceins.com INSURER(S)AFFORDING COVERAGE NAIC# Stony Point NY 10980 INSURER A: MERCHANTS NATL INS CO 12775 INSURED INSURERS: MT HAWLEY INS CO 37974 SERGIO GENERAL CONTRACTING CORP INSURER C: 22 NORIAS RD INSURER D: INSURER E: GREENWICH CT 06830-6916 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DDNYYY) LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE Fit]OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Anyone person) $ 5,000 A Y Y NB45613287GL 03/22/2022 03/22/2023 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 x POLICY PRO- F—]JECT LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY (Per accident) X UMBRELLA LIAB x OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE NB4512869CUMB 03/22/2022 03/22/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ I EBLIA $ 100,000/500,000 WORKERS COMPENSATION PER 0IN_ AND EMPLOYERS'LIABILITY YIN STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE D E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? N/A W2275662-1 04/20/2021 04/20/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder named as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25,PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information rr Energy Code: 2018 lEGC Project Title: Sunset Lobby Location: Southold,New York AN j 0 2022 i Climate Zone: 4a Project Type: New Construction TOWN OF SOUTHOLD Construction Site: Owner/Agent: Designer/Contractor. 62005 CR 48 Thomas Pedrazzi Southold,NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill,NY 11976 917-796-5451 pedraz4074@gmall.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-Motel:Nonresidential .3150 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factorm Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Motel] 1600 45.0 0.0 0.023 0.027 Basement Wall 1.Solid Concrete:10"Thickness,Medium Density, 1600 -- 5.0 0.143 0.119 Furring:None,Wall Ht 9.0,Depth B.G.1.0,[Bldg.Use 1 -Motel] Floor 1:Wood-Framed,[Bldg.Use 1-Motel] 1600 30.0. 0.0 0.033 0.033 NORTH Exterior Wall 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Motel] 530 21.0 5.0 0.044 0.064 EAST Exterior Wall 3:Wood-Framed,24"o.c.,[Bldg.Use 1-Motel] 580 21.0 5.0 0.044 0.064 SOUTH Exterior Wall 2:Wood-Framed,24"o.c.,[Bldg.Use 1-Motel] 530 21.0 5.0 0.044 0.064 WEST Exterior Wall 3 copy 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Motel] 580 21.0 5.0 0.044 0.064 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 1 of 16 Envelope r - .. - Envelope Compliance Statement Compliance Statement: The proposed envelope design represent e i—Ahis ment is consistent with the building plans, specifications, and other calculations submitted with thisr-tf p°• h p� '[ proposed envelope systems have been designed to meet the 2018 IECC requirements in COMchec� .east&r•4, $' to comply with any applicable man requirements li d in the Inspection Checklist. t�p c�, _;� 6/027 JZ Name-Title, rb ature ' 4 Date Project Title: Sunset Lobby Report date: 03/21/22 Data fllename: C:\Users\pedra\Desktop\Sunset.cck Page 2 of 16 C®Mcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Lobby Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studloPEDRAZZI Architects 322 Montauk Hwy Water Mill, NY 11976 917-796-5451 pedraz4074@gmall.com Additional Efficiency Package(s) Reduced interior lighting power.Requirements are implicitly enforced within Interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/flt2 (B X C) 1-Motel 3150 0.68 2126 Total Allowed Watts= 2126 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Motel LED 1:LED MR 6W: 2 40 6 240 Total Proposed Watts= 240 'interior I o a Designi o ••- Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck.Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Lobby Report date: 03/21/22 / Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 3 of 16 COMcheck Software Version 4.1.5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Sunset Lobby Project Type: New Construction Exterior Lighting Zone. 2'(Neighborhood business district) Construction Site: Owner/Agent:. Designer/Contractor: 62005 CR 48 Thomas Pedrazzi Southold, NY 11944 studioPEDRAZZI Architects 322 Montauk Hwy Water Mill,NY 11976 917-796-5451 pedraz4074@gmall.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Driveway 25 fl2 0.04 Yes 1 Entry canopy 36 ft2 0.25 Yes 9 Stairway 10 ft2 0.7 Yes 7 Total Tradable Watts(a)= 17 Total Allowed Watts= 17 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power I A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Driveway(25 ft2):Tradable Wattage Compact Fluorescent 1:Twin Tube 7W:Magnetic: 1 12 7 84 Entry canopy(36 ft2):Tradable Wattage Compact Fluorescent 2:Twin Tube 13W:Magnetic: 1 14 7 98 Stairway(10 ft2):Tradable Watta9e Compact Fluorescent 3:Twin Tube 13W.Magnetic: 1 10 7 70 Total Tradable Proposed Watts= 252 "eflot L ghting !- • 1' • •• Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 4 of 16 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions. & Req.ID C103.2 !Plans and/or specifications provide all ;❑Complies ; [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 Z❑Does Not ;with which compliance can be ❑Not Observable ;determined for the interior Ilghting ❑Not land electrical systems and equipment Applicable ; ;and document where exceptions to ;the standard are claimed.Information provided should include interior ; lighting power calculations,wattage of ;bulbs and ballasts,transformers and control devices. C103.2 ;Plans,specifications,and/or ;❑Complies [PR811 calculations provide all information :❑Does Not ;with which compliance can be ;❑Not Observable ;determined for the exterior lighting !and electrical systems and equipment ;❑Not Applicable and document where exceptions to ;the standard are claimed. Information I provided should include exterior :lighting power calculations,wattage of ;bulbs and ballasts,transformers and control devices. ; C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR1011 !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 [PRIM gross roof area. ;❑Does Not ;❑Not Observable: j❑Not Appllcable j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 5 of 16 Section # Plan Review Complies? Comments/Assumptions & Req.ID C402.4.2 ;In enclosed spaces>2,500 ft2 1❑Complies [PR14]1 directly under a roof with ceiling ;❑Does Not heights>15 ft.and used as an office, ; lobby,atrium,concourse,corridor, :❑Not Observable ;storage, gymnasium/exercise center, ;❑Not Applicable convention center,automotive ;service, manufacturing, non- ;refrigerated warehouse, retail store, :distribution/sorting area, ;transportation,or workshop,the j ;following requirements apply, (a)the daylight zone under skylights is>_ half the floor area; (b)the.skylight area to daylight zone is>= 3 percent 1 with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 ;Plans,specifications,and/or ❑Compiles [PR9]1 calculations provide all Information ;❑Does Not ;with which compliance can be determined for the additional energy ;❑Not Observable ;efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck- Page 6 of 16 Section # Footing/•Foundation Inspection Complies? Comments/Assumptions , & Req.ID C303.2 Below-grade wall insulation installed ❑Complies [FO2]2 ;per manufacturer's instructions. :[]Does Not ❑Not Observable; ❑Not Applicable j C303.2.1 ;Exterior insulation protected against ;❑Complies [FO6]1 damage,sunlight, moisture,wind, i❑Does Not landscaping.and equipment ' ❑Not Observable maintenance activities, ;❑Not Applicable ; C402.1,4 1 Below-grade wall Insulation R-value. I❑Complies See the Envelope Assemblies table for values. [FOl]z i ;❑Does Not I❑Not Observable j❑Not Applicable . C402.2.6 ;Radiant heating systems panels ;❑Complies ;See the Envelope Assemblies table for values. [FO12]3 ;insulated to>=R-3.5 on face opposite ;❑Does Not space being heated. ❑Not Observable :[:]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 7 of 16 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.7 ;Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing ;❑Does Not devices. ❑Not Observable; ;,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 8 of 16 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & 116q.113 C402.5.5, °Stair and elevator shaft vents have ;❑Complies C403.2.4, motorized dampers that automatically !:F-]Does Not 3 close. Refernece section C403.7.7 for [ME3]3 ;operational details. ❑Not Observable ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 9 of 16 Section . # Rough-In Electrical Inspection Complies? Comments/Assumptions &Req.ID C405.2.2. ;Spaces required to have light- ;❑Complies 2 ;reduction controls have a manual ;❑Does Not [EL22]1 control that allows the occupant to ; ;reduce the connected lighting load in ❑Not Observable a reasonably uniform illumination ;❑Not Applicable pattern>= 50 percent. C405.2.1, ;Occupancy sensors installed in ;❑Complies C405.2.1. classrooms/lecture/training rooms, j❑Does Not 1conference/meeting/multipurpose [EL18]1 ;rooms,copy/print rooms, :❑Not Observable lounges/breakrooms,enclosed offices, ❑Not Applicable ; ;open plan office areas, restrooms, ;storage rooms, locker rooms, warehouse storage areas,and other ;spaces<=300 sqft that are enclosed by floor-to-ceiling height partitions. Reference section language ; C405.2.1.2 for control function in ;warehouses and section C405.2.1.3 ;for open plan office spaces, ; C405.2.1. ;Occupancy sensors control function in Z Complies 2 warehouses: In warehouses,the ❑Does Not [EL19]1 ;lighting in aisleways and open areas is ;controlled with occupant sensors that ;❑Not Observable ;automatically reduce lighting power ;❑Not Applicable by 50%or more when the areas are ;unoccupied.The occupant sensors j ;control lighting in each aisleway independently and do not control ;lighting beyond the aisleway being ;controlled by the sensor. C405.2.1. ;Occupant sensor control function in ❑Complies 3 ;open plan office areas:Occupant ;❑Does Not [EL20]1 ;sensor controls in open office spaces Not Observable >= 300 sq.ft. have controls 1) configured so that general lighting can:❑Not Applicable be controlled separately in control ;zones with floor areas<=600 sq.ft. ;within the space,2)automatically turn; ;off general lighting in all control zones ;within 20 minutes after all occupants have left the space,3)are configured ; so that general lighting power in each ;control zone is reduced by>=80%of '•the full zone general lighting power ;within 20 minutes of all occupants ;leaving that control zone,and 4)are ,configured such that any daylight ; responsive control will activate space ,,general lighting or control zone ;general lighting only when occupancy 'for the same area is detected. C405.2.2, ;Each area notserved by occupancy I❑Complies C405.2.2. 'sensors(per C405.2.1) have time-_ ❑Does Not 1, ;switch controls and functions detailed ❑Not Observable C405.2.2. ;in sections C405.2.2.1 and C405.2.2.2. 2 ; ;❑Not Applicable [EL21]2 i I I 1, High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 10 of 16 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.3, Daylight zones provided with ❑Complies C405.2.3.,;Individual controls that control the ;❑Does Not 11 ;Ilghts independent of general area C405,2.3. ;lighting.See code section C405.2.3 []Not Observable 2 :Daylight-responsive controls for []Not Applicable ; [EL23]2 - applicable spaces, C405.2.3.1 Daylight; responsive control function and section C405.2.3.2.Sidelit zone. C405.2.4 ;Separate,lighting control devices for ;❑Complies [EL26]1 specific uses installed per approved ;❑Does Not ;lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 ;Additional interior.lighting power ❑Complies [EL27]1 •allowed for special functions per the ;❑Does Not approved lighting plans and is ;automatically controlled and ❑Not Observable ;separated from general lighting. ;❑Not Applicable ; C405.2.5 ;Automatic lighting controls for exterior)❑Complies (EL28]nuii :lighting installed.Controls will be ;❑Does Not :daylight controlled,set based on ❑Not Observable ;business operation time-of-day, or ; reduce connected lighting >30%. ;❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 face. :❑Does Not ❑Not Observable []Not Applicable C405.6 Low-voltage dry-type distribution ;❑Complies [EL26]2 electric transformers meet the ;❑Does Not ;minimum efficiency requirements of :F-]Not Observable ;Table C405.6. ;❑Not Applicable C405.7 ;Electric motors meet the minimum ;❑Compiles [EL27]2 ;efficiency requirements of Tables ;❑Does Not C405.7(1)through C405.7(4). ❑Not Observable Efficiency verified through certification ;under an approved certification ;❑Not Applicable ;program or the equipment efficiency 'ratings shall be provided by motor .manufacturer(where certification :programs do not exist). C405.8.2, :Escalators and moving walks comply ❑Complies C405.8.2. ;with ASME A17:1/CSA B44 and have UDoes Not 1 ;automatic controls configured to [EL28]2 reduce speed to the minimum .❑Not Observable permitted speed in accordance with ❑Not Applicable ;ASME A17.1/CSA B44 or applicable :local code when not conveying passengers. ' C405.9 'Total voltage drop across the ;❑Complies [EL29]2 ;combination of feeders and branch ❑Does Not circuits <= 5%. ❑Not Observable.; ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 11 of 16 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation Installed per I❑Complies [IN311 �manufacturer's instructions.Blown or '❑ Does Not poured loose-fill insulation is installed i only where the roof slope is<=3 in :❑Not Observable 12. ;❑Not Applicable ` C402.2.1 ;Insulation Installed on a suspended ;❑Complies [IN20]1 ceiling having ceiling tiles is not being T❑Does Not specified for roor/ceiling assemblies. Continuous insulation board installed :❑Not Observable in 2 or more layers with edge joints ;❑Not Applicable j offset between layers. C303.1 ' ;Building envelope insulation is labeled ;❑Complies [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data. ;[]Not Observable ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies [IN7]1 :per manufacturer's Instructions. ;❑Does Not ❑Not Observable: ❑Not Applicable C303.2, ;Floor insulation installed per. ;❑Complies C402.2.4 ;manufacturer's instructions.Cavity or ❑Does Not [IN9]2 structural slab insulation installed in ' permanent contact with underside of ;❑Not Observable decking or structural slabs. ;❑Not Applicable C303.2.1 Exterior insulation Is protected from '❑Complies [IN14]2 damage with a protective material. ;[]Does Not verification for exposed foundation insulation may need to occur during []Not Observable Foundation Inspection. ❑Not Applicable C105 ;,Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN611. ,type and R-value consistent with ;❑Does Not insulation specifications reported In plans and COMcheck reports. ;❑Not Observable ❑Not Applicable C402.2.3 i Installed floor insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 !value consistent with insulation ;❑Does Not specifications reported in plans and ❑Not Observable I COMcheck reports. ❑Not Applicable C402.2.6 ;Radiant panels and associated ;❑Complies [IN18]3 ;components,designed for heat ;F-]Does Not ;transfer from the panel surfaces to the;❑Not Observable ;occupants or indoor space are :❑Not Applicable Insulated with a minimum of R-3.5. pp C105 Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 ;value consistent with insulation T❑Does Not ` ;specifications reported in plans and COMcheck reports. For some ceiling ;❑Not Observable: ;systems,verification may need to ;❑Not Applicable occur during Framing Inspection. C402.5.1. ;All sources of.alr leakage In the ;❑Complies I 1 building thermal envelope are sealed, ;❑Does Not [IN1]1 ;caulked,gasketed,weather stripped ❑Not Observable ;or wrapped with moisture vapor- ;❑Not permeable wrapping material to Applicable minimize air leakage. Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 12 of 16 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 13 of 16 { Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, ;Furnished O&M instructions for I❑Complies , C408.2.5. ;systems and equipment to the ;❑Does Not 2 :building owner or designated ;:[]Not Observable [FI17]3 ;representative. ❑Not Applicable C402.5 Building envelope contains a ❑Complies [FI55]1 continuous air barrier that has been ;❑Does Not ;tested and deemed to limit air leakage:;❑Not Observable <=0.40 cfm/ft2. ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ❑Complies [FI37]1 :dock cargo door openings and provide E❑Does Not direct contact along the top and sides ❑Not Observable of vehicles parked in the doorway. , ❑Not Applicable C402.5.6 I Weatherseals Installed on all loading ;OCompiles [F137]1 dock cargo door openings and provide :❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ![:]Not Observable ;❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides ❑Not Observable of vehicles parked in the doorway. ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading I❑Complies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides ,❑Not Observable of vehicles parked In the doorway. :[]Not Applicable C405.4.1 ;Interior installed lamp and fixture ;❑Complies . ;See the Interior Lighting fixture schedule for values. [FI18]1 1ighting power is consistent with what T❑Does Not Js shown on the approved lighting ❑Not Observable :plans, demonstrating proposed watts , are less than or equal to allowed ;❑Not Applicable watts. C405.5.1 ;Exterior lighting power is consistent ❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 'with what is shown on the approved ;❑Does Not lighting plans,demonstrating ,proposed watts are less than or equal []Not Observable �to allowed watts. j❑Not Applicable C408.1.1 ;Building operations and maintenance ;❑Complies [F157]1. documents will be provided to the U❑Does Not ;owner.Documents will cover ;manufacturers' information, ;❑Not Observable ispecifications, programming ;❑Not Applicable procedures and means of Illustrating ;to owner how building, equipment and; systems are Intended to be Installed, maintained,and operated. C408.2.5. ;Furnished as-built drawings for ;❑Complies 1 ielectric 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 I [F133]1 !ensure proper calibration,adjustment, ;❑Does Not programming,and operation. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sunset Lobby Report date: 03/21/22 Data filename: C:\Users\pedra\Desktop\Sunset.cck Page 14 of 16 -� QLI .a.V f�tmm Pm mAl uune w wuvmu. Iwnanu.m•mn[smmg[umeeaw All Al R Min•apw+an„a..~a.mma Y� dn] ev"�< .a.•a..ri.m.a smmRmcz•m[ g _ Z t •xm s,mmv[wtmu mm a uw sum.w•a j/frA� ^xi n.•a�1�� ]° ^'or""""..°'^°r°.. �erw•.�.• bo..'"rs n' o W w o E SANITARY SEPTIC SYSTEM PROFILEm -....a.mmd b """�""'°"° "•' � m N.T.S. EXCAVATION INSPECTION REQUIRED 9 ,� � _� • w v"amrowwnrm'r+o`m'^"zs...mrr.•..maes°r..s QN FOR SANITARY SYSTEM BY HEALTH DEPARTMENT 81LLOF MATERIALS m .m„d,m,e;`,•°m`�d1i.«,a MY .�0 ^ P"n' m _ ,.m,[.m..•,�, o, m�, -�,r,.[W,<m..,.m._�..,�n�a.°..:��n�mm�w LLi®® „. / / I I � •'\ b mo[•« POLYIAK D-BOX DETAIL m ma d I I/ I s, 1 ra. N.T.S. _ ELECTRIC RISER DIAGRAM I u•m,romnunramr- N.T.S. Y / / - I IYI I Iy�/ �• mM GROUND MANAGMENTZONE IV •� w� -^� ^ L wD �' ! �' Lu o Al;' ,` CLEAN N.T.SOUT. SANITARY SYSTEM DESIGN �n �,•, ygsf�y PROPOSED LOBBY BUILDING ,•..m[..�,-...m.mm...... �•m / / IST FLOOR 1232sf X(DRY STORE) 0.03= 36.96gpdySUNSET MOTEL mM g W m -• I � d BASEMENT 200sf UNFINISHED 62005 ROUTE 48 2 G N R T=R 1 P FI vA s o a. us GREENPORT,NY a T m .37� r•"m ! �,' •,`' ] USE.' AN 400=440gpd - SCTM#1000.40-01-01 W a AREA FOR HEALTH U) --'^---m LEACHING DEPARTMENT APPROVAL STAMP 0 :0-v r e�mg � ]]� '6" [7]B'diD X 12•deep LEACHING POOL [1]8'diD X 12'deep EXPANSION POOL �olk�unryDpn tolH<il�:m� �.-S m:m.-"� w�me �\`[� % 1 ,\ APPmnl fw fomtmmm�.OJu IL•v]nge Pvuly ® r-•.u�,r'w`e '- REMOVE`� ALL UNSUITABLE UESOILS BELOW E R<fmm�Nu Dx3<ti5 Dnign Fl°r AB POOL OTHESWSOIILLS60'BELOW GRADE LEACHING WITH SAND&GRAVEL ') n enn, t.fip0elmev e°avn �m�z �'. -� Th pl•n me m<.ed(°rgmN ma°m•rce.vA eu°°g. t» ALLOWABLE SANITARY FLOW(DENSITY) N / mpp1Y and agr dup°zd WguaW mf anY Nzt o:an+S wwnnm u rtyuu<d m b is i• � G PROJECT 3.251 Acres X600DDd 1950 gpd Allowed(PUBLIC WATER) nwamrr.,m e<•.ba Pin<m.a.mm,�a yP:m•sk t �•i� L LOCATION n•nmw,vN<n.pnlfiu°Y m....,Iq m<D<p.,mnp.Tltiw Npmml n- // <Nun°Y<+r•fico b•Ppm.J 4n.unM<[Nnd<d or nrc.M EAST MOTEL BUILDING- 8 UILDING vnrmss ®��oy� a,• ..�.®� � � � �� - B UNITS<400sf= B X X 100gpd= BOOgpd �4k-' ��•�"�� v APmv.,IDw WEST MOTEL BUILDING �m mom,m,� i �Q;• 8 UNITS<400.f= 8 X 100gpd = BOOgpd q§ OQ• `v BASEMENT LAUNDRY 250sf X 0.03gpd= 7.5gpd ENGINEER'S CERTIFICATION REQUIRED DnAwNer:—P , ' SUBMIT P.E.OR R.A.CERTIFICATION PROPOSED LOBBY FOR INSTALLATION AND CONSTRUCTION puGu .ama ROTE: ; ° / 1600sf X 0.03(DRY STORE)- 48.Ogpd OF VAA O1'A5 an4 v' °•^"W"nb -UNDERGROUND WATER AND GAS LINE LOCATINS SUPPLIED BY CLIENT. RECREATION BUILDING FOR FINAL APPROVAL.USE FORM WWM-073. suue:As noYeD "T -WASTEOLINES SHOWN FOR EXISTING `d � -.-0 oi= 740sf X 0.1gpd(DANCE CENTER) =74.Ogpd SANITARY ARE ASSUMED FROM EVIDENCE Wnv line must be in,p..t.d br th._ sNEerNm BUILDING DING SEEN INSPECTING INSIDE TANKS NOTE: CHALETSuB.lk[aunty D..Ld H.alth y[;vias. NOTE: THERE ARE EXISTING OR HOUSING UNIT<600sf= 150gpd THERE ARE NO WELLS WITHIN PROPOSED DRAINAGE Call(63!)857.5754,48 h.,grs In SITE PLAN 150' OF PROPERTY STRUCTURES ON SITE KEY PLAN TOTAL FLOW-1879.5god PROPOSED ad.a11C.,to sch.ddl.i,PMien(e)- erxE R,s MIN.4-DIA SANITARY PIPE -. SDR 35 1/6-PER FOOT NTN. CONCRE-rE LEACHING POOL DESIGN AND CONSTRUCTION PVC USTE UNE DETAfIS + CONCRETE SOR 35 COLLAR MATER DtA1T FRAME h COYER NOOSE TOPPER W/APPROVED LOIXPIG DEVICE w„a� "r • _ _ 'F.F.EL.dJ.2' END PWG To 1r9W fiO IBS YBL W 20' ` VA OYlfS General Revwmmenls gCDNIMI SAFETI D-BOX W/ HEAVY DUTY LOMING _ o WS/OENCES TO BE PROMDED LOCKING CAPER GST RON LOVER r.lnvtall.shallpmHdvawNnratlondmOinamlbtlen aM cmawmw(W.W.M:T3)N.naPROFE59oNAL ENGINEER OR D_42.0 EL.42. 70(RADE REGISTERED ARCHITECT/.noel appraral DI Na vystvm I.E. El.41.3• 2sl bamll.dVAOVRs musthdtlaurtmnt Ueda Wes.Uwnse Wrsuantm Cnap+ar 563 ANdoW(Sepfic Inglatry H'min. 1:MIN. "' 'I-r�l • Buslnaamofna wn Uaaned JRnrmvatlwanauN,. wTmabnem ,G�e yCIIr)§v 79(aSURtlkemmry 2 2'MAX De SIa,. tatlabOr,Ucemin9 and Fa1rN narilina.pursuant.Swldk WISMil 45aTa9N)(.),me OapaNnenl of lahn,Uwndn9.aM Cmaum.Aflalrs mdmalm a Ilst of Ilanse0 VA OWTS Maintananm Pmwaen LAST FON 395' 39.4'E. ]9.1' I.E '�' �'_v.:•: �'I` ®®®® 'au.. 3,Mezecumd OPem4aneM Malnmlmnce Conhad EeWeen me Meintenarlw Pmviaer Ym Pmperry wnermlutbe RPE FLOW 3Rs• I.E. 1�B3t5,;�>.;:.-,,, I It m®®l� aNelmvaamme DaparhnYa LINE 38.5'. 3 tJ'-H" m®®® Pm'T .T�)�R"tL t)`ii��:ju EFFECDVE m®®® 4.All lnstaAetl BA DYR$em laQu'vetlmhevaen iriC91Year wamantYeM aperetimNneimenenw sruviw caltreU e RRPE DEPTH d m® 9 y ^O S.Whon en VAOWTS-of-..M,maumtshal 6a vented m momoforltre msldenw 6elrg senvd.Vent pipes ahaA CLEm OJT "a' L nu axmnd a mill m of 6lrlUlea stove Lha rmA:ne end Bla mp of Bm rant shall have a rMmmm hodzmbl sepameml d 12 z Y ° rF'•°s ms�maw imnas b pre slaws portion d me tool.In rases where it is oat presiwl Iv vent me sysem b ma mdaenw rml,a vent m f OVa II ,,��p Oyu. ,> p 40. Q C Plw may by plwd m Ne-aft side of th residenw end larminelo a mlNmum of 1B Inches above grade Thew vent D3 Z III. 1�I"�-JI� I' -30 y/N. S j� 66 r gg r picas Na 11 be blared a naemum of 3 Met hvn arty windav w doow artl rust kmdnale+xmamaon filbs deim All 0 ANK� 'II� 0 HEGW 13.6' f*1 T d venlgws must hawaminirtmm damd.ol2lntlYs F GROUND WATER 0.7 LEACHING POOL(td'DEEP) rxn LEACHING I prwlde 2venl plpvfmm me OWTS TO Na s r4alMley dwdAeG are eau tin Ne Yasin W 0 BACKFlLL MATERIAL TO BE CLEAN SAND h GRAVEL (1J EXPANSION POOL(14'DEEP) SECTIONS 1 Pip-,n'ngsys wsnal novae 4 kwwlminlanl%i,R pasiAvasbpe llvrn BY OYYTSmme J Z a Tp Imuw w6quitl wW Gain busts ttla beaMem umt W W a.W HYOROACTION AN400 EXCAVATE ALL UNSUITABLE SOILS W m+ 6.GaNaga gnnaen shaA nil tY pe^nitmd when an NA Ours is utdl:ee as means d sewga ONMSMI m looli wrier �_ p 0 W A HIN POO DETAIL `\`� "'• I faners shag int disc".iwa.VA OWTS. 0 Z 0 \.KX ��m T.IISSI VA OWTS tanks a a Ming lomanulacNrefs mwmmendliiwa.All appllcade racommvma9ms plAded by ne g p� manufamumr anaA be 5lglemenied ` Z W W SANITARY SEPTIC SYSTEM PROFILE Y.a",a.`mYaaaw,awa�,,a B.me VA OMRs tank andl ba mswletl eI laud In all dmNons(wim a mesimlXn Idersnw M.ly dimctlpn d•I one N.T.S SINGLE VNO'CONCRLTE SEPTIC TANK I ❑U)~ auarmrindOmemmimum 3Jxn Wck betl alpmwdy lavdetl antl wmwded send(hee hanm Ju)aPeaa grew �J-, U,U)7 y1 Qf may` 9.me"IfBIS VAOVRS Iankstldl natWI iW9md.man 25 reelarless Nan me fwlbebw Ind s,asa. Q �(r EXCAVATION INSPECTION REQUIRED y�• /I I- <o FOR SANITARY SYSTEM ��9 s w Ee mwaeRYem.Y z BY HEALTH DEPARTMENT N =- Q N 0 2N-.1Code(NEC)aM local ries. (I'A, "0, HO osEgT b.Thewn'll,d.alnntrmuarm giav onawitablapMesNlwarBm eW[(MfB SU aIII p. o alemeusel .spend boom bamwnmamen outride wen pf me sl.um.e Y' ♦� f u„ a m nwaoamee auo s S.M.Manufa�cbmrshtAewdaAm r FESSIO a aww l BILL OF MATERIALS pane Ni( ) apad8wems. a.ma wnewt mlYl naw apmovdam wale m prevent gases sive.dams rmm maoNng am wnBd `V v� ^"�"-' ,a�,payy vga.emaw L teniae I tem shill as as wim a func6prd YO >y �® swat v Ys eauipp np warning system whits wltl ec5vam audme ale me APIC rYF?MYrAwadcn Laval alarms.stun ba madly seen arm beard by Me-,-lot bin bubmg s.ved w Awow*runoucY 2.Pumps.BlmaeleCriW'mcdm boa senibd me q I ng Pump rtmmrare floaw must be wderbgMare lawma Dudes ors,6raoaouoese b. maepaOWTS -a1lank champ.. b.maIesln nenl shell opt a me pump system Dumb d,d a-.p-.V aar case. clmPau'8m fm leeks fine forty main AN tine mese au ma teN ? ®� 'r••N?�49 AAw.G mHS'L� Sea tgsw Mg pump pomdum °•� °.�' �� ® ,� e`,9 � Y' General Construclion NoteS ss �i 4 4 / sd° s+ass �Ao +.Lor AREA a-SFDR3ss ERS - aBo+RtPDANYANOToPOG WCR1NPoRMAnnN d ®d v ga _i_Pa �nvrY a -eops3 FaounwaveylrNATwwTAFrcoasYal t,wosum>EvoN.tasmlm 6➢14MZ.ELEVADONB REFENENCFD TO THE NA-se DATIM / �_ /✓f a ILLM TMnANIS ANDNETHOOSOFGONSTRUm1ON 5H CoNFONYTOTHESTPNaAmB ND5 ALATONs O v ° ♦ /io!®/ \ n F X•- ETOMOF SOUTHOLDANDTHE SUFFOLKGOMW OFPAmNIIrOFHEN.ni GERNGESASREONRED TMa SIG^PER fND J / //�-yy��yy�\\• PLUG AmE TRAOTOi15WNL FIELOVEmFYTHEUO Ti OIIANDOEPTNOFALLUnLFrESPRIOaT E C EEx+ENTOFNONLTHEGONT RISADNSEDALLSU8GI1RFA0EINfOiWATIONSHONMONn E y / pA i i /p 'J O - POLttOK l2- RANSI NCFpNALANONu6TBECONFORMEDADOOROWGLYINTHEFIELO. W� rla� a RL4R R GOIfA DISTFIBUnON 60X w/LOCKING COYER B.TH�RWMMGTORGHALL6E RE6PDNSBIE PoRSECURINGALL NECE654Yf PERMITS BEFORE rALWENONO ��y ✓ Rem CONT eaY� I ��. I A Yy Y^K�• R®a S O<aG FROu awi5 -�i0 LEACHING FIELDS I. 11OFEDASIENA CODES NDONOINRNCES DISPOSED OFWACCOERESI NSOMFO GOUmY.6TATE f / .� •g`®y,• / EOpv cRAL� MGOOES ANDONOINANGEi LNm SESUMM ONBERE6PoN5®LE FOR DISPOSING OFFpLL ��,C° / T fir. �B.D'• ay,SO O��J A UNSUD TEWa150FF SITE OE&a56HNLNMBE6UWE00N THE 6nE / / v J ��yIr�1 •L r1P1 PRONDE SPEED LfVELER Oo•f �3� t P P • DN EACH P-1 B.ALL PREULSI6mUCM1EG GINLL BE N+PROVED BYTNE COUNTY ANO CAN0.Ywm1 TNEIRREGUTAnONS u�µp P.w¢ 1 -'Y/y. • 11-THICK UNDERCR_AIN C3Q 'u FILTER MATERIAL E I� 9.ALLPRECAST UONRESSHALLBEIMNUFACIUNEDWITHaPty PSI380AYSTrgNGTHC RETE BEND to Sol POLYLOK D-BOX DETAIL sINnAR nPE OBEaoRaflPGORA9:PEaREDONP�ws Uj / FROM OAFLLWG MATFA FWO LONrTMTA W.EROSIONANO SEOMENTCONTROL NEA6UREa TO BE UTIM3EOAS NELE55AnY 10 Mm'W SEOMENMONOFFkiN AREAINCE OF EROSION COMETS.THENErHODSAND ISI I •� CL 6P PM YYE NWg�� N•T.S• IIITOTLOYEDIYMCUTAWESFROMMENWCEOFEROSIONO0NTR0.NFi,BORES 6HALL CONFORU TO THE NEW YORK GMDELIN OR EROBW IND SEDWENT CONm0. 7' ELECTRIC RISER DIAGRAM / I � ry .� +zn,Moencloau sNALL aE SElecr ewwulwR MATEwALeomncTeoro9sss MAtaMUN OENsnr errNE ovnMUM w Z .1'I /f SNRE GONIEm/S OETERNNEO BY STuipagp PROCFORTEST. ❑ A GROUND MANAGMENT ZONE IV W J N.T.S. 1--NS.--M--Ma-ERS W Z 0 v CLEAN OUT DETAIL L7 F 1e SANITARY SYSTEM DESIGN PROMErXE MPEMONTNEOWra TOT SINGL ZLYDWELIPIGArIDCONxEGTNTIIEWABTEAPEY NG � REMOTE PLC CONIRIX PANEL / �y • L7•>• ff V. * 'ss• N.T.S. srsTEuxmm1. B...BE.�P vEAPosmva sLOPE IR-THE overs ro-Nouse Be-.-0 = W 0 ry WI IP'BD LOMPRESSGR /It / Aad �' i D WILL DRax ARO TILE A !1 J R"° �.•:a. 65'3e PROPOSED LOBBY BUILDING V < N - �,A��o �[ 1ST FLOOR 1232sf X (DRY STORE) 0.03 = 36.96gpd SUNSET MOTEL 2 = m conTROL PANEL 8c AIR PUMP ELEVATION Y� �. �r Ftp y Y BASEMENT 200sf UNFINISHED 62005 ROUTE 48 U) x N.T.S.-- �� ,, �o .}, ` .;m ,�•�d '� i� USE: GREENPORT, NY 0 In r NOTE OArA , �' �q •m. -; SCTM#1000-40-01-01CL rdfy�P a* a a ° HYDROACTION AN 400 = 440gpd W � 'y �+✓ �y � °♦ �� NSE" �� \ ' lr LEACHING AREA FOR HEALTH O yg �, q w�� DEPARTMENT APPROVAL STAMP [1] 8'dia X 12'deep LEACHING POOL 3 a pMw rsEm M aYN �m� �� g Q �4�qg,ygg 9zF [1] 8rdic X 12'deep EXPANSION POOL SuITD14:County Department of Health Services onon Y,Ma aY�D..mnrauN w` fl°r. FTo Approval for Cstructi -Other Than Single Family s'PL a e REMOVE ALL UNSUITABLE SOILS BELOW THE LEACHING Reference No. C-22-0175 Design Flow 48 POOL TO THE SW SOILS 60' BELOW GRADE - BACKFILL Is, �� • °♦ Use(s) 1,600 sf Lobby Building gqy' t y WITH SAND & GRAVEL sr rT'°Da srx Aiw ar sa.r "'':� �• ® 6' �d♦ ., These plans hate been rrviewed for general conformance Wilh$or �am� pYxD ALLOWABLE SANITARY FLOW (DENSITY) County DepartmentofHealth SerncesStandards,relatigtowater Supply and sewage disposal. Regardless of any .missions, .or ou�,.�s.�s.robaMn / F ��y 't inconsistendes or lack of drtail,construction is required to be In f �•�•� �� ! 4. PROJECT 3.251 Acres X 600gpd = 1950 gpd Allowed (PUBLIC WATER) accordance with the attached permit conditions and applicable �p Z i , G standards,unless speaecakly waited by thr D°p.urmart.This approval " m maes<ml+a I"Ia 4 i oe� �- LOCATION expires 3 years from the appwva d1tr,unhsa extended o:renewed. oar wo.I.ra Ia Ymw Mos ser m Ko oMIaL Wm.0 au+ uwrmYVlro Peer ewYl WL vnr wo Ym..r cos.. aAAN rr<ANa tales swPs.nr "E e • iaa:b N��"°"e �^ � are T ® •� ® EAST MOTEL BUILDING E.Ip .MNNLFAT_lily a, A __..._.-...-- . 8 UNITS < 400sf - 8 X 1009pd 800gpd8171M022 ...... a Approval Date - }� WEST MOTEL BUILDING °"F° �M W a aamPa�a D O ♦ ., 1: _ 8 UNITS < 400sf = 8 X 1009pd = 800gpd D I I I- BASEMENT f','' '� M BASEMENT LAUNDRY 250sf X 0.03gpd = 7.5gpd ENGINEERS CERTIFICATION REQUIRED DRAWN BY:JF JP Dec-ria" o O SUBMIT P.E.OR R.A.CERTIFICATION PROPOSED LOBBY d O 03 (DRY STORE) 48gp 1600sf X 0. . FOR INSTALLATION AND CONSTRUCTION AUGUST 5,z6zz T t;. = I/A OWTS and all com related ponents NOTE: ds �o srd I•,, OF -UNDERGROUND WATER AND GAS LINE y�;' \� :„ RECREATION BUILDING FOR FINAL APPROVAL.USE FORM 1MAN-013. SCALE:AS NOTED LOCATIONS SUPPLIED BY CLIENT. 7403f X 0.1 gpd (DANCE CENTER) = 74.Ogpd -WASTE LINES SHOWN FOR EXISTING s "" l � ' �� SHEET NO: SANITARY ARE ASSUMED FROM EVIDENCE ! CHALET BUILDING Water lines must be inspected by the„ SEEN INSPECTING INSIDE TANKSNOTE: ' HOUSING UNIT < 600sf = 150 d Suffolk County Oeot.of Health Services. NOTE: THERE ARE NO EXISTING OR gp Call(631)852-5754,48 hours in SITE PLAN THERE ARE NO WELLS WITHIN PROPOSED DRAINAGE F 150' OF PROPERTY STRUCTURES ON SITE KEY PLAN TOTAL FLOW = 1879.5aod PROPOSED advance,to schedule ins action( ) s SCALE 1"a 40' SCALE: NTS MIN.4-DIA SANITARY PIPE CONCRETE LEACHING POLL DESIGN AND CONSTHUCnON I/6•PER WF007ASTE YIN. SDR 35 PVC RASIE UNE DETAILS CONCRETE SOB 35 ie COLLAR [WATER DINT IItARE Ik LOVER _ W/APPROVED IDCKING DEICE F.F.E END PPLU m J _S— VAO-a General Reguae" F.F.EL U2' END PLUG TO ONDI Y SAFE 6WL OR 20' , SECONDARY SAFETY D-BOX W/ HEAVY Wtt LOOKING UDS/DEVICES TO BE PROVIDED LOCKING LOVER CAST IRONS RW WI'ER m T.Inslallvr ehallprevideaevNOcaden eimelnaWmden and mnatruelen(W.W.M:Y])frvnaPROFE5510NAL ENGINEER OR ' EL 62.0' To TAAOE REGISTERED ARCHITECT Tor 9..1 0-01 of Ina syabm EL 42. EL. 2.ra insmner of un owns must Mldemrenl U9W waste license pumuanl loCNparSW Mule vO(sro6c lnmsuy I.E. euzmessesl and Emarsemem J O,mwaake ala atemaaYa Treavam snmm mstaae)mmuan me sawn earmry 41.0' _ 1'MAX --- Depaevnent o+LaWr.Lleensllg and Cmwmer Art®n.+bsuan11v 5Wtolk COunty Cage 4361T911I)tJ}Tne DapaMwnl of LeEar.Licensing,end Consumer ANalm mainbina a Ilsl o(Ilcenmd VA DWT$MaINe,Ww Praweela 2 I.E. - a.� 9v.w W D.Me>ealDd Operza'an and Ala,mewae Lonrraa Deeween me Main4nance Provpmmq Properly owarmml De 'Ci3'D�'1SI05;:::';. CAST Bbl 39.5' 39.4' ]9.+' subNvee m,re Oepanmeni RPE FLOW JB.S' Cl�{i $S ;_%: 1J'-8' (e m®®® \ o.Au'usmned un owr5 ere rewaed m naw en Imaa iyvar warrenry and opemmNmam+enance semw mnvaa LINE 1_;�.:..`i EFFECT/VE DEPTH ®® g m 5.Wnen an VA OWiS repuirea a vent Nle unl snag Ee veNed b me roDl N ma rMidenaa hoVrg Servet VenlPDe¢anal 7 4"9DT RPE 4 \ [j ,.,a eFl d a minima f 6 mcnea ahovo Ne roo9lne ane V,e lop of me rani znan nave a mrtlmum nmMonll cepara9ona112 ` Y ��QR ,. _ _ r4i a f E C .j wi ems ;nvnez m Ana stoped poNan of Ne root.In cases wnare;t is nal pactkd m vent me systsn m Na revdenoe roof,a rant m Z iT3� _ 6 5 C Ihpe De bcabe ae p1g,ed amwmum of 3-1 S_—w—m doonay aM nuslolami�a@ wT�ginvl eller den'm.TnOSe IOB I11 mW !T-�iiilj,�l_I^I_�-yi 1' ~-3.rOr O=M/N•.- g ; .•� T '�' rant pipes mustlweamimmum dlamemr o121nG,es O HEGW 13.6' oob w� LL• GROUND WATER I �u- _� *� y#> v LEACHING 9�1 PmvWa Y vent pipe Tram me OWTS To me singl�hrNY dw lGng arld minetlmme wade W 0 (]LEACMNG POOL 14'DEEP lu E��S ppe.enwy system wimin Ane noose Rpe anal Awe a ppsla.e rope 6vm me OWTS m die Z G. BACKFILL MATERIAL TO BE CLEAN SAND k GRAVEL [1]EXPANSION POOL(I4'DEEP) IWOU..a WId wm aram toward the.—en,-1 F K W HYD ROACTION AN 400 EXCAVATE ALL UNSUITABLE Sals E.GaNage geMers snap not De perm -O..n VA OWTS is uuf Mas means Ws 110 dspnsel.In addam,wafer r O it I FAOHING POOL DETAIL `,y ~' soMners znaB rml0swr9e vro aWA OYrtS Fn F-QZ Ur _ `un.uv muLmumwrwwuon•.:z y.msbll VA OWTS basks aceadm9 m man-IR-le,reWmmendauans.AT apps-N,mwmm ,OSORs pmridM h/nle V' LU J m C \ J '— �- C\�C— V •-1 v-- D manwanarer scan he I,rolemm>ea z R LU zww B.Tne VAOWiS WkNall De msmue0 el levellnaa dleeom lmmemavmvn lel¢ra,mNaTrytiveRontl•!oa �;-H RINfI.E LTTT'CONCtiEIE SEPTIC TANK 0uader incn)on a m,ntmum 3intll Wck Dad of pmpedY levtled ane mmpa¢ed seM Orae from rec%s)¢ma grave fO N 0 II'' 9.lne lop of are VA DVRS Wk stall rat he lomlep greater V,an 231¢¢1 ar less man¢m Tod Detow ArW grade. � �R- 1 y a ExG;;A;IG`t IN.SPE'TIVN RECZ!IIREf? I 9 y�• As�+dy CID EemnpNReawreme,m z C FOR S .tvlr.ARy S)-C,7 S �11 .- UJ i Q 1 �a Nl w'uln9 antl rowpmem are to De insmued M bre tleMrai m,12tiv in aaaNar®vdm u,e ByHF 4 Nallan1 Elecvb Code(NEC)aM IDeal cads. /A 1 D:PARi�Jt_v'C i �O s s nam mpaalhmmssNRe awvaewaswuae eda.wl rea me sw are matvse a V� I O,. Q a,emauYeyelmo peal Dm may ha mWnted an en OaLvde eau of me cuuwue(pmleratle a caddy O�06261 Th.—BO!panel spa IF— awmla aeb negM foram ss. y'e f me '>OF oN d.TTe pawl snag et N,dOna q-MR—Assadms. aum(NEMA)a%aPSdfi '1� p EBSt BILL OF MATERIALS aThe Dondwi must nava ap¢wdam amts mprswa,l9aaee ane ma,6ave+reln read;ag ma mnw r•¢� w,'..www H.reooaa paw L pail orim,rnan ewea _ E,Ni system s,I De agwpped wam a lune hOA wam,y system w..f will Wis.,aadtle aM �4L AMM.eNEn isual abrins maVan Oe readlY seen ab neem DY lase ocwpam's of th bdMm9 carved 2.Pumps.Stowers,Lave)Sensor,And Candds a.m ase VA owr's W k Wmlcr. me WmD mDW eM Iloa¢must De waromgM arA lombd oulslde OiS Depanmen,snail observe me pump system operate dvoupnaarmal aperetm9ryda a'' $��q _ ..e 1 .,.. c la Ira make of me I—mom I.—cace l be made eum,g me WInD lest proere u. N peclian ga 3, �, �,� �0 ��✓ at '4 �' 4 "' General Construction Notes d Ad K d g T.Lm AREA ratan YOa3lsr ACEPS �' � 4f • Yy `� � 2.SCMvtoOpsDat-0, / B�®�d,• 9 hyd pool ' - xe..ARYANGTGPOGRAPMCINFORMATGNFROMASURVEYBYNATHANTAFTCG`AA—OSURVEYGR.Lnt Dattel / ✓ WIODF.EUEVATONSREFERENLFDTOTKE NAVDee WLtM PROPOSED /6O 'r / � \ n F _L R` N aA OFITER,ALSANF NETWOOLD AND COUNTY 6 RLr Torr OF HEALTH SERVICES AS RGUIRED Of THE TOWN OF SOUTHOLO ANO THE SUFFrnK COUNTY DEPARTt�NT OF HEALTH sERVILEs AS REOMREO AR 6.TWECONTRAC`GWsNnu REnvEmFY r EVou um ME Wnuu MIn Mr"E muMEN�ENEN�GF w��reE ccoxrRAnoR Is Amvseo Au suavusAc E mFOR NAnox sawn ox TNesE J _ per Ir. oxfoRMEo nccalDwGLYWTNEREn O I ' / RMCR RCGsfR OSrN,EV nGxTH 6. E LONTM BE BE RESPONSIBLE FOR SECURINGALL NECESSARY PERMITS BEFORE COMVENONG LC-C•>• f / f�.AWT 1 WNSURAeLE MATE AHODEBRISSHAU.EOxPOSMGF,NACCOR°AAMFxTHTOVMeC,WTrYSTATE ruo e�A� 110 ' T�� q'a6 rROV GnIS—may, '3 OLEnCnlxG rlttDS µG FEUEIA TAWS LODES AND ORDINANCES CONTRACTOR 6NALL BE RESPONfE61E FOR DtsPo4NG OFF ALL G� / g'I�, / , ,{,.os�• .0. by.a .�. S Sgt / �P WISNTABLEWTENa50iFSTEDEBWSGHALLNOTBEBUWED ON THES-- W p T G). o SEAER PWEJ R ROMs[n=1D.rxlcx s ut op, 56 0♦ fI1PIGLJ Cry CALK DURTl AUPREOnsrsmuUr SSr SEAPPRO OBTTNELou"WY COIKI HTNE,RR UG Oxb I�I�,�—,T'I arse JL/ e?��I W/.� • +a�' \ f Yp•t G0 PWP'�_ r PRECAST STRUCTURES Ew BE MANUFACTURED WIN 3,=PS,TS DAY sTIg'N01HCWCRETE 1\ u ran PUTt i9'In'uA urvCCRC�'�w r, rCRmL 1 1 1 D—D ro a" POLYLOK D-BOX DETAIL dsPREVENT aYRPE roBE$DRnS WCOR AS SPEOflEGO RwN6 rLtAL�I .A_OPa•ADaO,Ae,ala / , I / I I I / ' a`. / PREVMUFE THER;:T'NSFOA.OF SSOOENTTTOW U1 SIONTOM TE AREAS.v0HO65GOO—M BE iiM1E°TS;HE-MEETHODS AND ^ Z 6 $ eL60•PremEJ arovke N.T.S. 'AITO° EES WWDE4%ESFo0.epRMoN�"MDWDw CONTReLLr"GLMEAwREssHAli } au I 9, NausE Awvlm wTE+ � Z ELECTRIC RISER DIAGRAM ,,, ` MOISW� ELEerewwwvaMnTEWumMPnerEo roesx MnwMVM DENs,rrnr n+E ovnMDM w O i!( 1a t. ,�e1 w�ti GROUND L°"D AB°E E"°"EDB"b'AN°AR°PR°`GREB I-_ w N.T.S. AU LOVERS ON TREATMENTuwTSHAUNAVSLOCONGCOVERS w - O CLEAN OUT DETAIL 0 um SANITARY SYSTEM DESIGNPROVIDE = z / /' • O'^ d' TVE"THE.O.ON TWESNA T°W ESINGLEVAMRY OWELIIN N COxNECTIOTNE WASTE PIPE VENTxG w O N REYOlE PLC NNRiOL PANEL ♦ t ♦ B6'• N.T.S. sTsTEeWmaN,HE xousE.PIPasHAU H.vEA,wvnvE slnPE Raw THE owrsroTHE lwusE so AxruDum W/NPBO LWPRESSOR �, R �A. � °^ �5p W>u ORax mvARG TxETRERTrvAr Urm. U Q GD � PROPOSED LOBBY BUILDING (/) 2 = __ _ _ SUNSET MOTEL 1ST FLOOR 1232sf X (DRY STORE) 0.03 = 36.96gpd LL Cn G , .• ,; o' , Jy `�> BASEMENT 200sf UNFINISHED 62005 ROUTE 48 �y T CONTROL PANEL 8c AIR PU MPwELEVATION ,,./• Ad _w:''• S /d"Oaj" X LL x J , GREENPORT, NY Of m �• kmsp - D` F USE: a a d Ns. , e � a S \ dP,� HYDROACTION AN 400 = 440gpd SCTM#1000-40-01-01 LlJ CL sAp¢RirGa�imC°ArK ✓ ° �,,•��, ld> AREA FOR HEALTH O AMP q � . \ 9 ��1 a� DEPARTMENT APPROVAL ST 'Rza. [1] 8'dia X 12'deep LEACHING POOL AN a°ate \�\ [1] 8'dia X 12'dee EXPANSION POOL SIDfolk Cournn'Department of Health Services sm3 ma¢nd m axNL mAKI m o w m 43�ie< •e - O �, p ,a• e\ �( i \ .Rpprdval:o, nstTuccion-Other Than Single Famik aw¢ �Rr ••- '" aamepw pA Amw �; `�0 os \ � REMOVE ALL UNSUITABLE SOILS BELOW THE LEACHING Reference No czz-ons Dc6,gn PIoW 46 _ ° . b POOL TO THE SW SOILS 60' BELOW GRADE - BACKFILL 600sfLob6 Building ! k4'�� t! �o WITH SAND & GRAVEL The(s) Y I 1>p� �..\ �p_ �� .prat plats herrn been f H,At d for es Si c e—ds,once ng SuOftotk m.¢Aaam3xm wxJ a>R as Tb�• ey �k•�,,� �, ALLOWABLE SANITARY FLOW (DENSITY) Gunn'Depattmert of F!ralth Serv,crs s•,zOrdards.:eIaTng'Glw�'e: supply and v:agr dispwal, Rrgatdlas Of enc nn or lack of dz I.cGTuu&—f;is requirrd rG be m sort mA¢roc Barns a•o ro aAMi aS ni PROJECT 3 251 Acres X 600ood = 1950 gpd Allowed (PUBLIC WATER) ordanLr with :h, arcachrd pumas -TdrT:Gaf and npphLBble �. andards.unless sp-tunny salved by Thr D1p.utme0t.Th"approval p��w�>xmaomw ai3•Y uRwAWreRa3sw.nva Ap.M¢Q monwbA.0m a uvYpR^r.Awa..eaWpwAa.a.n aar.T mma.wN.awE3.rw \ , expires Yts Them he wreiw.a ¢ LOCATION approvI L4,, _.,fej rerie—d. EAST MOTEL BUILDING m¢nam yN¢R"°" °"aapwa>Wn a¢Ha.mR. '� \'�� r, . • ----- - 8 UNITS < 400sf = 8 X 100gpd = 800gpd 8/11/2022 _LJWT1l........ aT.mNnm.� mA¢nr �'&m.AT ma °J� • m.as An swu caret � � 4•. E_.. - Apprgvai Dare "';:';;r`' WEST MOTEL BUILDING .4pw .mm¢•emppa�mMa d s ;'%, ;: 8 UNITS < 400sf = 8 X 1009pd = 800gpd _ _� m ." Sp w~• P BASEMENT LAUNDRY 250sf X 0.03gpd = 7.5gpd `-NI �ERTirIJATION REQUIRE' DRAWN BY:JF JP Re¢p c p4 sy`t , e P.= SEF.TPCATIC1i ,$ i::Tcfj _L6AiiT OR R.A. `� ''.' '` PROPOSED LOBBY h II _) ^OR INSTA.LLM'ICN:ANG Ct_NaTR.,CTI N Aucusr s,2Dz2 VWX 1600sf X 0.03 (DRY STORE) = 48.Ogpd - - - NOTE: � gyp, 4 � _\ - I OF I/A OWTS and all related components � -UNDERGROUND WATER AND GAS LINE _ h��. _ _ RECREATION BUILDING -='F�'y''L'�` ` �'- SCALE:AS NOI LOCATIONS SUPPLIED BY CLIENT. r p v :'- I 740sf X O.tgpd (DANCE CENTER) = 74.Ogpd - -WASTE LINES SHOWN FOR EXISTING G y Water lines must be inspected by the SHEETNO: SANITARY ARE ASSUMED FROM EVIDENCE NOTE: CHALET BUILDING SEEN INSPECTING INSIDE TANKS NOTE: ------ — - HOUSING UNIT < 600sf = 150gpd Suftalk Ccunty Dept.of Health Services. THERE ARE NO EXISTING OR Call(631)$52-5754,48 hours in THERE ARE NO WELLS WITHIN PROPOSED DRAINAGE TOTAL FLOW = 1879.5gpd PROPOSED advance,to schedule inspection(s). SITE PLAN 150' OF PROPERTY STRUCTURES ON SITE KEY PLAN SCALE: 1--40' SCALE: NTS / II In li=� � 1'1 ��• i '�': \ �J. JUL 18 2122. 1 1•.."r a BUILDING DBPi: TOWN OF SOU;s i,'-; Long Island Sound North Cottages 0 Guest Rooms) goo Sunset Hotel / O• \ 62005 CR 48 Southold, NY 11944 �CQ0 studioPEDRAZZI Architects \ Drawing Key Notes - \\ \ \\ Proposed Staircase Roof Extension (5'-0") Lawn � � \\ \ \ \ r 61 East Building \ (10 Guest Rooms) Pool — Pool Deck a Proposed Hotel Lobby. (0 Guest Rooms ° 0 o ,`O Parking Lot 0� West Buildingfi o 0 ARCHITECT: 8 Guest Rooms) 1 (bn.. .. CO studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 Cpm phone: 212.581.1978 nJ� Main Entry Ile �! cP. CR 48 r'o �i '4 ' i Site Plan Project Status Date 06.16.22 Drawn by Author a AChalet Site e009 1" = 20'-0" o (1 Guest Room) scale 1" = 20 -011 N D) JUL 1 CAO Long Island Sound North Cottage, 0 Guest Rooms ��o Sunset Hotel \CS' 62005 CR 48 \ o Southold, NY 11944 �0'' studioPEDRAZZI Architects Drawing Key Notes 00 _ � Proposed Staircase Roof Extension (5'-0") Lawn \ \ 61 'd'cs. `East Building \ 00 Guest Rooms) ° Pool 1 , 0�. \ \ \ 00--i Pool Deck Proposed Hotel Lobby. (0 Guest Rooms i 777, o a � o Parking Lot 0� West Buildings oO ARCHITECT: 8 Guest Rooms) studioPEDRA=1 Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 �4ry phone: 212.581.1978 nJ� s� Main Entry c9, Al U' CR 48 Site Plan Project Status Date 06.16.22 Drawn by Author 00 Chalet 1 Site S A- 1- O N N (1 Guest Room) 1" = 20'_0" N __.....,_ .. .. Scale 1 = 20'-0" N 0IP' JUL 1 8 9092 \ \ 61 N,, �;G DEPT i Long Island Sound ' North Cottage, (0 Guest Rooms) o Sunset Hotel 62005 CR 48 \ ��o Southold, NY 11944 00'� studioPEDRAZZI Architects \ Drawing Key Notes Proposed Staircase Roof Extension (5'-0") Lawn � � �� \ � \ y 61 4P 'East Building 10 Guest Rooms) o Pool \ 0%. \ 00•. Pool Deck j No Proposed Hotel Lobby,, NV (0 Guest Rooms) ,moo Parking Lot o� West Building` 0 ARCHITECT: 8 Guest Rooms) CO studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 Ory phone: 212.581.1978 Main Entry c� CR 48 \\ kop �O I Site Plan Project Status Date 06.16.22 Drawn by Author a Chalet J) 1 Site9 Aml0 CO " = ' N (1 Guest Room) 20 -0" 0 Scale 1 " = 20'-0" N SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY h� AREA = 141 ,622 sq. ft. (TO TIE LINE) 3.251 ac. �s0 'Po'� TOE OF BLUFF CER TIFIED TO: Gee NORTH ROAD HOTEL LLC DR BANK, ITS SUCCESSORS AND/OR ASSIGNS STEWART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. �o 5 Gam° Goo cF��. a 't" r ce- 4 ?� __30 �rf�r--p 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o� �\�po o` ��, '1`eb ,e•S> ,,� �y�' EXISTING ELEVATIONS ARE SHOWN THUS:.=X 0 cf� ?, EXISTING CONTOUR LINES ARE SHOWN THUS: XX-———-XX _31 F.FL - FIRST FLOOR �• J? s� Z __31 VVV��j•� G.FL - GARAGE FLOOR TW - TOP OF WALL -32 ew - BOTTOM of WALL �.4 �� ' y��`{'��sf.t fib` ��• � X33 222 __34 may x22.4 \• 36 x24.4 // // // �f�` _ // 37 38 /// // // // // /39 319 /x 31.2 X 101 C, / 41 oA o Aso if x41.9 ss\\' \ OHO if C;p x / / x / / :<, /x37.3 / / o / / / / :.,� : / / IP if \ °e �,y��4' / ::;.,: � .z• / ' �\ s" til / / :..,.:_;� :• .:: •�Y••. / / \ Mti;V - '':' ; 1 / �.;• LL.:t;::` / I �' ,L 00 OHO _ ::. v o 'Eb 34.5x `�• t•."" .• ..? ::.'t•::.U••i: ':;;• .:r••Q,';` / X f S�N�jS S 0:y ^ CIO . N / �1 `r''.�;^., :�p'•3:•:.;•:.r0'`�:�i'•`'�::•:1:•,',; '�.. / � .�00\pT>� �'YT0' s rte;.; :�r��'�•r-•6 .../;••.:;.:• AZ.Q •��c:,;�: G°� e�• \ �• � 1 cA•.•:��. off' \s �c°� > rns �J / / / ^�a ► y r`G sew` \\ \ \�\• S 5 ,y�. 0� 37.0FFG d�`''o 37 7loll •5y/ // //GAG ��%� ` a. Gee \ 6 \ —?4 � 36 � Y �r•��/ a6 \ 56 =x GCG Jy`r� /// 375 � �� Ot�'� noa��n o ��J�p • \\ \�� 0�0 �\ \ oJo� •\ .S�P$�ti / .`.Y,.. '•V \ tip.� � 000 loll A .y04n� �yO,n 33 � CIO b1l d' 61 y.,� IVY spy °�1 G,� °�G..•*^:.. 1 ��' `/ •yi_O Off' 'v..: d `C C� y SN 4 1� \ �QT EDGE \ O `c OF CSAR/NG \ ` IN, g�Y" 00 O �1 0 oGya ti ,her \ tNjl cl QOM 2 c� -0 ryo b� A§) �o t4 PREPARED IN ACCORDANCE WITH THE MINIMUM a STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IALS. AND APPROVED AND ADOPTED G ' FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. x oxo rn o ,-%O „.OHO N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin iii TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor`, EDUCATION UAW. Land Sur Y eyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L S. TO BE A VAUD TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin30aol.com TOWN OF SOUTHOLD PROPER' �o a` D CARD - - -- I - - - _ OWNER STREET VILLAGE _T.TI SUB. LOT FORMER OWNER N ACR. S W TYPE OF BUILDING iT RES. SEAS. VL. FARM COMM, CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS f 00 --- Yd 1 2 iceOF ,: — -- — — 4 )4 3 P k ---- -- -- -- 1 A16 ., ca Is A AGE BUILDING CONDITION ., Lj�35 a NEW NORMAL BELOW ABOVE FARM Acre Value Per Value ,° ✓ Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Tota I DOCK l 1 TH LD P OPE 1 �� I - T0111�N OF SOU O R RT ARD C, � OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNER ACREAGE / S, W TYPE OF BUILDING �"l�"""""`""'}2�+ � r+ RES. SEAS. VL. FARM �CO—Mlm--; IND. B. MISC. LAND IMP. TOTAL DATE R RKS f , i j q 0 9606 40'/ 40 G► O FB IL 1NG C NEW NORMAL BELOW ABOVE 1 C Farm Acre Value Per Acre Value Tillable 1 Tillable 2 . Tillable 3 --_— '' Woodland s Swampland _ Brushland House Plot ------------ Total I Sq1 TOWN OWNER STREET VILLAGE DISTRICT SUB. LOT All FORMER OWNER N E ACREAGE �S �� W �'� t / TYPE OF BUILDING I , , RES. SEAS. VL. FARM COMM. I IND. I CB. MISC. LANG? IMP. I TOTAL DATE REMARKS v ` „rb a p o ep ! z oo AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value { Tillable 1 01001, (? Tillable 2 Tillable, 3 Woodland �, Y Swampland „ zgo r Brushlandc House Plat l Total Lc��c� �'��•-I- TOWN OF SOUTHOLD PROPERTI - ___ 1i CARD _OWNER STREET VILLAGE ,. DIST. SUB. LOT "e4 FORMER OWNER N ,/ Fir x ACR. /r W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ----- 0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 3e�o Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK I l000 TOWN OF SOUTHOLD PROPER? CARD OWNER STREET VILLAGE DISTRICT SUB. LOT h Zr �v FORMER OWNER N E ACREAGE S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Ti Iloble 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Total . 7q 77 i i � ao:1-1 12/23/2020 1.. oT... _.. D f I 4k M. Bldg. �/ �/ � f y �, y F ndation Bath ? Extension � - f1� asement -� �' Floors Su Extension u OR Walls tyd.,l. Interior Finish (j Extension Fire Place D Heart Porch le Attic 2 �p X 30 Porch B Rooms 1st Floor y " Breezeway ,Patio Rooms 2nd Floor C'onage Driveway r ,""�.,,"'.�" � � ��:,�r.�C.•rc,.y'� lbw-�{O.-I-) �x I _ 3 , 6 - v. w 40.-1-1 12/23/2020 M. Bldg. lD 7R'/, Foundation �I Bath Extension , 3 Y y�z 1 AasementF1oors ' ��l7tti w E� Extension Ext.Walls LV Interior Finish 6r� ,(�, � lop Fire Place Heat -- 1 ty /1r r X y' Porch p Attic j..ir Z .r / orch Rooms I st Floor Nei! i Patio Rooms 2nd Floor Garage /TV34 _ S f lttp Driveway O. B. � .,yac f i � . .jV ?r �,.• (OUCH-'EO.-I -1 K i . � � i �I IIIYIII'lli iiilll ,1111.iil��i�� Ii�lllllll lii'11 II' Ilii ■ L - 40,1-1 12/23/2020 M. Bldg. �_ U ., s J( ,•� 1.F-undation �� Both Extension Basement .i Floors Extension Ext.Walls (, ,,� 1 Interior Finish Extension Fire Place L{i o�� Heat .( — x v /�/ Y u C/ ✓X y Porch Attic Porch Rooms 1st Floor 9 Breezeway Patio Rooms 2nd Floor Garage Driveway SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -01 SCALE 1 "=30' AUGUST 20, 2021 FEBRUARY 10, 2022 ADD TOPO. AND PROPOSED ADDITIONS FEBRUARY 17, 2022 RELOCATED PROPOSED POOL APRIL 5, 2022 LOCATE MARKED GAS & WATERLINES JUNE 1, 2022 UPDATE SURVEY AREA = 141,622 sq. ft. +� (TO TIE LINE) 3.251 ac. �s0 0>, 'Po TOE OF BLUFF CERTIFIED T0: ° NORTH ROAD HOTEL LLC °� DR BANK, ITS SUCCESSORS AND/OR ASSIGNS �0- STEWART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. 4� of �J� 0 N �� * 61 ° NOTES. o F ! ?• _30 pNf�f�p 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM c�oc ,<�Spo Cy 9 �, EXISTING ELEVATIONS ARE SHOWN THUS:aa�c oGq�'PpT,, EXISTING CONTOUR LINES ARE SHOWN THUS: XX—————XX O� OFA' �. �� s�,F 3a•7 �'31 'rF.FL. - FIRST FLOOR f G.FL - GARAGE FLOOR �o / rykti TIN - TOP OF WALL —32 BW - BOTTOM OF WALL 22.2 54 G pv �px2ZA lo, 36 x234 / // // / // 1,37 38 39 // 19 /' /x O x2ZZ l / / / / / / o •\ S e?� If /pry %K °�` SAS o oo• x1 / / 32.9 / ! t / / /39.7 ,• ri*' QIX e4.$ v \ Ck s 0 \ y N / / / `c� :" :�p;�:;:;:...�0`�:1<:: : :.':f•.:•r _ .T, ,00 / \ / �, !rr` °N'.•` /+• '-:r: "r`Ot�C'i Gpac419� t� ?' '! 1 / 6H.H." G �c� 7 u� 100,/X 1131. •' JPO\ \ S 00 x 5 / o oy/r` E�` °0 FSP lag : •'<•',;:; '`\ � \\\ \ 000 / G / • \SS / A % off, 0 5 / ryca eo�•g o� ' :° �� GJ� \ QP X / � 0� 1? \\\ ?off \ qd, l � pRA ryo ,n o. O� ocean �j_✓,L // ��`a� qS ".�:. _,. yJ .�i�� J tet '^� '+` G,� C`��V' ''}•`'�`•'"' ��O '\1�.5. O $� -I-�Y%n> yG.e� kp P a�ooy 0 G��Y VV��C ti y NIS 1�9 \\\S\8• �� O�\ � \ \ Q AGE OF 0 0 �O A� A y C7 f ,ol Ary 2 c� �A ti ryo �o V-1 PREPARED IN ACCORDANCE WITH THE MINIMUM FOR TITLE AS G ' BY THERL.I.A.L.S. AND APPROVED SURVEYS AND ADOPTEDD FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. x c oot'd� o t4 C:,A 4 o ,NQ, 6 0 O x N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Lathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor EDUCATION LAW. COPIESLand yor COPIES OF THIS SURVEY MAP NOT BEARING S THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Staple TO BE A VALID TRUE COPY. Y J. Isaksen, Jr. L.S. CERTiFlM CATIONS INDICATED HEREON SHARUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE 631 727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. OFFICES LOCATED AT MAILING ADDRESS CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com SURVEY OF PROPERTY SITUA TE , GREENPORT , TOWN I OF. SOUTHOLD SUFFOLK COUNTY, NEW YORK 'No. 1000-40-01 —01 S.C. TAX SCALE 1"=30 AUGUST 20, 2021 'AREA 131,696, sq. ft. (To 'nE LINES) 3.023 cc. 59* .9 A MW WATER WJW or 9LUFF CERTIFIED TO. NORTH ROAD HOTELLL0 DR BANK, ISH AND/OR ASSIGNS ST WART TITLE INSURANCE COMPANY ACCREDITED TITLE AGENCY 'INC. Vr 404 _41 01> v -WO '0. 0 00,!, k: 4 t I fe m A 0, A 1,01 • 4- rk Its �w ' ' . 1% 1?% 71 % Ag A J3 N, Jo IN 0 ivy A N1, A kt N, or A. CL A) /* �`� JAI PREPARED IN CORDANCE WITH THE MINI STANDARDS FOR TITLE SURVEYS AS ESTABLISHMUM ED BY THE LIAJ-S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND vt +4 0�10o— N.Y.S. lie. No. 50467 UNAUTHORIZED ALTMATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land urveyor COPIES OF THIS SURVEY MAP NOT BEARING S" THE LAND SURVEYOWS INKED SEAL OR EMBOSSED SEAL SHALL 140T 8E CONSIDERED '10 BE A VALID TRUE COPY. Successor To. Stcntey J. Isaksen, Jr, LS. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdlvis;ons Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE MI COMPANY. GOVERNMENTAL AGENCY AND Fox (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 TO THE ASSIGNEES OF THE LEMM40 tNSTI— OFTICES LM10 AT WVVNG ADDRESS TUTION. CEMCATIONS ARE NOT TRAMFEROM 1586 Main Road P.O. Box 16 !6 THE EXISTENCE OF RIGHT OF WAYS Jomesport, New York 11947 Jcmesport New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail. Ncorwin3000l.com SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK: 5. 1000-40-01 —01 TAX Na, SCALE 1'"=30' AUGUST, 20, 2021 AREA == 131,696 sq. ft. (TO 11E LINES},3.023 cc. 1590 .9 gh HIGH WATER MW 0 ve of -CERTIF IFI ED TO: NORTH ,ROAD, 'HOTEL'.LLC 'DR BANK, ITS SUCCESSORS AND/0 R'ASSIGNS STEWART:,TITLE .INSURANCE COMPANY ACCREDITED TITLE AGENCY, INC. 4A • 4�1 41 Vr ;> 0 00AP zo A\ eQ /> IN IN IN Ir �A `42 �e A A�IN. tA IN N, 4f> N. A 4" IN CO 70 IVY 4111 jb 5� p�o 4100 1P `Alt x 3ro ix Olt AI PREPARED 04 ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE UAL& AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE Ng 0 10 v AN a .10b N.Y.S. Lic. No. 50467 sc: UNAUTHORIZED ALTMATION OR ADDITION TO IM SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPES OF THIS SURVEY MAP NOT BMING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. hgegno LS. ONLY TO THE PERSON FOR WHOM THE SURVEY ritle Sur�qs — Subdiv;sibns Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY ANDFox (631)727-1727 LENDING INST1TU7`ION LISTED HEREON, AND PHONE (631)727-2090 TO THE ASSIGNEES Of THE LENDING tNSTIFE- OFnCES LOWED AT hWLM ADDRESS TUTION CERnncATmNS ARE NOT TRANSRkME, 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: Worwim3ftolxom April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 t SECTION 03 20 00 CONCRETE REINFORCEMENT PART 1 -GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Reinforcement for cast-in-place concrete. .2. Mechanical splices. B. Extent of cast-in-place concrete Work is shown on the Drawings. Provide all materials, labor, hardware, equipment, transportation, and services required to fabricate and place all reinforcement for cast-in- place concrete. C. Cooperation with Work of other Sections: 1. Check Contract Drawings and Specifications for requirements of other sections which affect the installation of reinforcement. 2. Examine the Drawings and Specifications for all Contracts to determine nature of proposed construction. Perform work in a manner which will not interfere or delay work of other Contractors. Cooperate with other trades regarding installation of embedded items. Templates and instructions will be provided for setting items placed in forms. 3. Inform those performing Work of other Sections, in writing or by schedules, of requirements for services, materials, and.built-in terms prepared or supplied by other Sections which affect Work of this Section. D. Related Sections: The following sections contain requirements that relate to this Section: 1. Division 1 Section "Submittal Procedures"for submittal requirements. 2. Division 1 Section "Quality Requirements"for testing requirements. 3. Division 3 Section "Cast-in-Place Concrete." 1.02 SUBMITTALS A. Shop Drawings-.Submit shop drawings and product data to include all information necessary for fabrication and placement of reinforcement as follows: 1. Detail and placement Drawings shall be prepared in accordance with CRSI Standards to define and establish the location, size, spacing, length, and shape of reinforcing and all other pertinent information required. Indicate grades of reinforcing steel. Detail wall reinforcing on wall elevations. Clearly indicate the splice length for every size and type of bar used. Include all other project requirements affecting reinforcing details and placing, such as openings, curbs, and depressions. 2. Drawings indicating the type, size, and location of all accessories required for the proper assembly, placement, and support of the reinforcement. B. Mill Test Reports 1. Submit certified copies of mill test reports for reinforcing steel, including statement of compliance with specified ASTM Standards. ©2022 Ai-Alt Structural Engineering PLLC Concrete Reinforcement 03 20 00-1 .. April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1.03 QUALITY ASSURANCE A. Codes and Standards: Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and recommendations of the latest editions of the following: 1. ASTM A 36: Standard Specification for Carbon Structural Steel. 2. ASTM A 82: Standard Specification for Steel Wire, Plain,for Concrete Reinforcement. 3. ASTM A185: Standard Specification for Steel Welded Wire Reinforcement, Plain,for Concrete. 4. ASTM A 496: Standard Specification for Steel Wire, Deformed,for Concrete Reinforcement. 5. ASTM A 497: Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete. 6. ASTM A 576: Standard Specification for Steel Bars, Carbon, Hot-Wrought, Special Quality. 7. ASTM A 615: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. 8. ASTM A 706: Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. 9. ASTM A 767: Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement. 10. ASTM A 775: Standard Specification for Epoxy-Coated Reinforcing Steel Bars. 11. ASTM A 780: Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. 12. ASTM A 820: Standard Specification for Steel Fibers for Fiber-Reinforced Concrete. 13. ASTM A 884: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement. 14. ASTM A 934: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars. 15. ASTM C 1116: Standard Specification for Fiber-Reinforced Concrete and Shotcrete. 16. ASTM C 1399: Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete. 17. ASTM D 3963: Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Reinforcing Steel Bars. 18. ACI 117: Specifications for Tolerances for Concrete Construction and Materials and Commentary. 19. ACI 301: Specifications for Structural Concrete. 20. ACI 318: Building Code Requirements for Structural Concrete and Commentary. 21. ANSUAWS D 1.4: Structural Welding Code—Reinforcing Steel. 22. CRSI: Manual of Standard Practice. 23. CRSI: Placing Reinforcement Bars. B. In case of conflict between specified codes and standards,the most stringent requirements shall govern. In case of conflict between specified codes and standards and project specifications, project specifications shall govern. In case of conflicts between Contract Documents, immediately notify the Architect/Engineer for resolution. C. Pre-Construction Conference:The Reinforcing-Placing subcontractor shall attend the Pre-Construction Conference conducted by the Concrete Contractor as described in Division 3 Section"Cast-in-Place Concrete." 1.04 DELIVERY, STORAGE AND HANDLING A. Bundle reinforcement and tag with suitable identification to facilitate sorting and placing. B. Sequence the shipments of material to the site to minimize field handling and storage. C. Store the reinforcing steel on premises in a neat and orderly manner under cover and off ground. Protect the reinforcement from damage, dirt and corrosion. Provide proper drainage. ©2022 Ai Alt Structural Engineering PLLC Concrete Reinforcement 03 20 00-2 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 D. Transport and handle epoxy-coated reinforcement to maintain integrity of epoxy coating in accordance with ASTM D 3963. Use systems with padded contact areas, and use lifting devices which will not abrade the bar coating. Do not drop or drag reinforcing, and do not place other materials on top of stored bars. PART 2-PRODUCTS 2.01 MATERIALS A. Bar reinforcement-Newly rolled billet steel conforming to the following: 1. All reinforcing bars:ASTM A 615-Grade 60 unless otherwise noted on the Drawings. 2. All reinforcing bars to be welded:ASTM A 706-Grade 60. B. Threaded bar couplers: Acceptable are: 1. Dowel Bar Splicer by Dayton/Richmond. 2. Lenton by ERICO International Corporation. 3. Grip Twist Barsplice, Inc. C. Hooked anchorage replacement:ASTM A576, Acceptable are: 1. Lenton Terminator by ERICO International Corporation. 2. BPI DoughNUT termination System by Barsplice Products, Inc. D. Welded Wire Reinforcement:ASTM A 185 with a yield strength of 65,000 PSI. Deliver in sheets, not rolls. E. Smooth Round Steel Dowels: ASTM A 615-Grade 40 or ASTM A 36. Ends of dowels are to be sawn squared ends or grind each end to remove all projecting burrs. Dowels to be placed in dowel baskets to maintain alignment during concrete placement. Thoroughly coat at least half the length of each dowel with a bond breaking material such as grease. F. Reinforcement Accessories: 1. Provide all spacers, chairs, ties, slab bolsters, clips, chair bars, and other devices for properly assembling, placing, spacing, supporting, and fastening the reinforcement. 2. Use individual and continuous slab bolsters and chairs of a type to suit the various conditions encountered. The chairs and bolsters must be capable of supporting a 300-Ib concentrated load without measurable permanent deformation of the reinforcement or supports or indentation of the supporting surface. 3. Use accessories which conform to CRSI Bar Support Specifications, Class 1 or Class 2, in contact with surfaces exposed to view in the finished work. 4. Support reinforcement for slabs on grade on plastic or steel supports designed for the purpose or precast concrete bricks of a type approved by the Arch itect/Engineer. Use sand plates or other means to support chairs at proper elevation on base material. Wood blocks, stones, brick chips, etc., are not acceptable. PART 3 -EXECUTION 3.01 DETAILING OF REINFORCING STEEL ©2022 Ai Alt structural Engineering Pt_Lc Concrete Reinforcement 03 20 00-3 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 A. Detail reinforcing bars in accordance with the requirements of the Standard Practice for Detailing Reinforced Concrete Structures (ACI 315). B. Avoid splicing reinforcement at points of maximum stress. C. Detail reinforcing to allow clearance for intersecting reinforcing bar layers with minimum specified cover. 3.02 FABRICATION OF REINFORCEMENT A. Accurately form the reinforcement to dimensions on the approved shop drawings, details, and schedules. B. Do not commence fabrication until the shop drawings, details, and schedules have been reviewed by the Architect/Engineer. C. Cold bend all reinforcement. Do not heat reinforcing for any purpose except as specifically accepted by the Architect/Engineer. D. Do not form bars in a manner injurious to the bars. Bars with kinks or bends not shown on the Drawings and bars reduced in section will be rejected. E. Repair cut and damaged epoxy coatings on fabricated reinforcing before delivery with epoxy repair coating according to ASTM D 3963. 3.03 INSTALLATION OF REINFORCEMENT A. Install reinforcing only from Shop Drawings which have been reviewed by the Architect/Engineer. B. Accurately place and rigidly secure reinforcing in position in accordance with the requirements of Recommended Practice for Placing Reinforcing Bars and requirements specified herein and on the Drawings. C. Tie reinforcing with specified tie wire and bend all wire back beyond general plane of reinforcing. D. Provide continuous welded wire reinforcement where shown in slabs with joints lapped at least one full mesh or two full mesh at construction joints, but not less than 6-inches(150 mm). Tie securely and support reinforcement at the proper elevation by accessories. Stagger laps of sheets to avoid a continuous lap in either direction. Provide supports to maintain the reinforcement in its proper position during placement of the concrete. E. Bending,tack welding, cutting or substituting reinforcement in the field, other than that shown on the Contract Drawings, is prohibited unless specific approval for each case is given by the Architect/Engineer. F. Remove any excessive rust, scale, or other foreign substances from the reinforcement which might destroy or reduce bond prior to placing concrete. G. Avoid exposure of reinforcement to the weather for any considerable length of time before placing of concrete. Where this is unavoidable, paint reinforcement with a heavy coat of cement grout. Be responsible for protecting the exposed concrete and any other materials against staining from exposed reinforcement. H. Before the concrete is cast, check all reinforcement after it is placed to insure that reinforcement conforms to Contract Drawings, shop detail drawings, and Specification requirements. Use only qualified experienced personnel to check. Notify the Architect/Engineer's representative at least 36 ©2022 Ai Alt Structural Engineering PLLC Concrete Reinforcement 03 20 00-4 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 hours (excluding weekends and holidays)prior to the concrete placement to give the opportunity to observe the completed reinforcement and formwork before concrete placement. I. Remove and replace damaged bars. J. Splice the reinforcing only as shown on the Drawings or as approved by the Architect/Engineer. All lap splices shall be contact lap splice. K. Do not tack welded wire reinforcement around structural steel members to be encased in concrete. Use tie wires and lap to securely hold in position. L. Mechanical, Electrical, and Plumbing Requirements: 1. Refer to mechanical, electrical, and plumbing drawings for formed concrete requiring reinforcement steel. 3.04 FIELD QUALITY CONTROL A. Owner's Testing Agency: Refer to Division 1 Section "Code-Required Structural Inspection and Procedures"for"Concrete Reinforcement"inspection and test requirements. END OF SECTION ©2022 Ai Alt Structural Engineering PLLC Concrete Reinforcement 03 20 00-5 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Cast-in-place concrete. 2. Curing compound. 3. Grouts. 4. Vapor retarder B. Extent of cast-in-place concrete Work is shown on the drawings. Provide all materials, labor, services, equipment, transportation, and hardware required for all cast-in-place concrete. Include additional concrete required to compensate for deflection of steel framing by other trades. C. Cooperation with Work of other Sections: 1. Check Contract Drawings and Specifications for requirements of other Sections which affect the placement of cast-in-place concrete. 2. Examine the Drawings and Specifications for all Contracts to determine nature of proposed construction. Perform work in a manner which will not interfere or delay work of other Contractors. Cooperate with other trades regarding installation of embedded items. Templates and instructions will be provided for setting items placed in forms. 3. Inform those performing Work of other Sections, in writing or by schedules, of requirements for services, materials and built-in terms prepared or supplied by other Sections which affect Work of this Section. D. Related Sections: The following sections contain requirements that relate to this Section: 1. Division 1 Section "Submittal Procedures"for submittal requirements. 2. Division 1 Section "Code Required Structural Special Inspections and Procedures" for testing requirements. 3. Division 31 sections for concrete work related to sitework. 4. Division 3 sections for related concrete formwork and reinforcing. 5. Division 5 sections for stay-in-place metal forms and for methods of attachment to hardened concrete. 6. Division 7 sections for related insulation and waterproofing systems. 7. Division 7 Section "Vapor Retarders"for vapor retarder. 8. Division 9 sections for restrictions on concrete finishing and curing to assure compatibility with finish materials. E. Responsibility of the Contractor: 1. The design, strength, safety and adequacy of all methods of construction, and the strength, slump, consistency, finish and general quality of concrete are the responsibility of the Contractor. No action by the Architect/Engineer will eliminate, lessen or restrict this responsibility in any manner. - 1.02 SUBMITTALS ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-1 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 A. Manufacturer's Data: For standard factory manufactured materials, including specifications for application and installation of proprietary items and materials such as bonding agents, admixtures, curing and sealing compounds, patching compounds, grouts, hardeners, epoxies, and dryshake finish materials. B. Concrete design mixes and backup data: Refer to Part 2 Article"Concrete Mix Design" in this Section for requirements. Include test reports on the following: 1. Gradation analysis and soundness tests for coarse and fine aggregate. Identify sources of aggregate. 2. Mill test reports on cement, including brand,type and source of supply. 3. Compression tests on trial cylinders. 4. Slump and air content of trial batches. 5. Admixture certification, including chloride ion content. C. Samples to Testing Agency: Concrete constituents including admixtures. D. Shop drawings showing locations of all sleeves, depressions, and curbs. E. Materials and methods for curing concrete. F. Methods proposed for hot weather and cold weather curing and protection of concrete-submit prior to commencement of any concrete work. G. Method of developing bond at joints. H. Pre-Construction Conference meeting minutes. I. Perform petrographic analysis per ASTM C-295 on aggregates used for Architectural concrete. 1.03 QUALITY ASSURANCE A. Codes and Standards: Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and recommendations of the latest editions of the following: 1. ASTM C33: Standard Specification for Concrete Aggregates. 2. ASTM C39:Test Method for Compressive Strength of Cylindrical Concrete Specimens. 3. ASTM C94: Specification for Ready Mixed Concrete. 4. ASTM C150: Specification for Portland Cement. 5. ASTM C157: Test Method for Length Changes of Hardened Hydraulic — Cement Mortar and Concrete. 6. ASTM C171: Standard Specification for Sheet Materials for Curing Concrete. 7. ASTM C192: Practice for Making and Curing Concrete Test Specimens in the Laboratory. 8. ASTM C295: Standard Guide for Petrographic Examination of Aggregates for Concrete. 9. ASTM C260: Specification for Air-Entraining Admixtures for Concrete. 10. ASTM C330: Standard Specification for Lightweight Aggregates for Structural Concrete. 11. ASTM C494: Standard Specification for Chemical Admixtures for Concrete. ASTM C595: Standard Specification for Blended Hydraulic Cements. ASTM C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete." ASTM C881: Specification for Epoxy-Resin-Base Bonding Systems for Concrete. 12. ASTM C989: Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-2 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 13. ASTM C1059: Standard Specification for Latex Agents for Bonding Fresh To Hardened Concrete. 14. ASTM C1107: Standard Specification for Packages Dry, Hydraulic-Cement Grout(Non-Shrink). 15. ASTM C1116: Standard Specification for Fiber-Reinforced Concrete and Shotcrete. 16. ASTM C1218: Test Method for Water-Soluble Chloride in Mortar and Concrete. 17. ASTM C1240: Standard Specification for Silica Fume for Use as a Mineral Admixture in Hydraulic-Cement Concrete, Mortar, and Grout. 18. ASTM C1315: Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete. 19. ASTM D1751: Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). 20. ASTM D1752: Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. 21. ASTM D2240: Test Method for Rubber Property—Durometer Hardness. 22. ASTM D4397: Standard Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications. 23. ASTM D6817: Standard Specification for Rigid, Cellular Polystyrene Geofoam. 24. ASTM E154: Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Wall, or as Ground Cover. 25. ASTM E1155: Standard Test Method for Determining Floor Flatness and Levelness Using the F- Number System. 26. ASTM E1643: Standard Practice for Installation of Water Vapor Retarders used in Contact with Earth or Granular Fill Under Concrete Slabs. 27. ASTM E1745: Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs. 28. ACI 211.1: Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. 29. ACI 211.2: Standard Practice for Selecting Proportions for Structural Lightweight Concrete. 30. ANSUAWS D1.4: Structural Welding Code—Reinforcing Steel. 31. NRMCA: Concrete Plant Standards and Truck Mixer and Agitator Standards. 32. CRSI: Manual of Standard Practice. 33. CRSI: Placing Reinforcement Bars. B. In case of conflict between specified codes and standards, the most stringent requirements shall govern. In case of conflict between specified codes and standards and project Specifications, project Specifications shall govern. In case of conflicts between Contract Documents, immediately notify the Architect/Engineer for resolution. C. Mock-up for Architectural Concrete: 1. In addition to the other specified samples and tests, construct a mock-up using the materials, reinforcing, forming system and construction methods proposed for use in exposed Architectural concrete. 2. Construct the mock-up with at least an 8'-0" by 8'-0" exposed surface and suitable foundations. Include the following where applicable: Control joints, reglets, recesses or other typical architectural details. Refer to ACI 303, section 2.5.4. 3. The location of the mock-up is subject to the approval of the Architect. 4. Before casting the mock-up, submit full detailed Shop Drawings of the mock-up formwork for review by the Architect. Perform all necessary preliminary tests to ensure that concrete used for the mock-up will exactly match the approved sample in color and texture. 5. Perform the surface treatment proposed for use on one or more areas not less than 12 by 12 inches on the back side of the mock-up to establish the texture of finish required by the Architect. Repeat as required until a sample satisfactory to the Architect has been obtained. 6. Treat the finished front surface of the mock-up to produce a uniform appearance similar in every respect to the approved sample area. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-3 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 7. The completed mock-up shall be inspected by the Architect. Failure of the mockup to match the approve sample will require the construction of further mock-ups until approval is obtained. Remove rejected mock-ups immediately. 8. Maintain the approved mock-ups in good condition at the job site until all Architectural concrete surfaces have been completed and approved by the Architect. Remove the mock-up from the site after completion of above. D. Pre-Construction Conference: 1. At least 30 days prior to submitting the concrete mix designs for approval, the Contractor shall conduct a meeting to review the detailed requirements for preparing the concrete mix designs and to determine the procedures for producing proper concrete construction within the specified tolerances and required quality. 2. Responsible representatives from all concerned parties are required to attend the conference including, but not limited to, the following: a. Contractor's superintendent. b. Arch itect/Engineer. C. Laboratory responsible for concrete mix designs. d. Owner's Testing Agency. e. Concrete subcontractor. f. Formwork subcontractor g. Reinforcement-placement subcontractor h. Ready-mix concrete supplier. I. Admixture manufacturer(s). j. Concrete pumping equipment operator. 3. The contractor shall send a pre-construction conference agenda to all attendees 7 days prior to the scheduled date of the conference. 4. Review requirements for submittals, status of coordinating work and availability of materials. Establish proposed work progress schedule and testing procedures. 5. Record and distribute legible meeting minutes within 5 days to all parties in attendance at the conference. Include a statement from the suppliers indicating that the proposed concrete mix design(s) and method(s) of placement will produce concrete(s) of the quality required by these Specifications. Transmit an additional copy to the Owner's Representative. 1.04 DELIVERY, STORAGE AND HANDLING A. Comply with ACI 301 and with ACI 304. 1.05 QUALIFICATIONS A. The concrete supplier shall have a minimum of five years experience in manufacturing ready-mixed concrete products complying with ASTM C94 requirements for production facilities and equipment. The supplier must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. B. The concrete contractor shall have a minimum of five years experience with installation of concrete similar in material, design and extent to that indicated for this Project and whose work has resulted in construction with a record of successful-service performance. C. Inspection and Testing of the Work: Materials and installed work may require testing and retesting, as directed by the Architect/Engineer, at any time during progress of work. Allow free access to material stockpiles and facilities. Tests, not specifically indicated to be done at the Owner's expense, including ©2022 Ai-Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-4 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 retesting of rejected materials and installed work, shall be done at the Contractor's expense. See ["Quality Requirements"] ["Quality Control"] section of the Specifications. 1. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. D. Acceptance Criteria for Concrete Strength: The strength level of an individual class of concrete shall be considered satisfactory if both the following requirements are met: 1. The average of all sets of three consecutive strength tests equal or exceed the required fc. 2. No individual strength test falls below the required ft by more than 500 psi. 3. A strength test shall be defined as the average strength of two cylinder breaks tested at the strength age indicated on the drawings for that class of concrete. E. Responsibility for Selection and Use of Concrete Admixtures and Chemical Treatments: The Contractor shall be responsible for selecting admixtures and surface treatments that are compatible with the intended use of the concrete including all final surface treatments called for within this or other specifications or on the structural or architectural drawings. The Contractor is responsible for following the manufacturer's instructions for the use of their product including abiding by any limitations placed by the manufacturer on the use of any of its products. F. Survey for Anchor Rods and Reinforcing Steel Dowels: The Contractor shall use a qualified, licensed professional engineer/land surveyor to lay out the proper location of all embedded anchor rods and reinforcing steel dowels for columns above before they are encased in concrete. The surveyed locations of such elements shall be submitted to the Architect/Engineer for record. PART 2 -PRODUCTS 2.01 GENERAL A. Use materials from the same source from the start to the finish of the project, unless a change is accepted in writing by the Arch itect/Engineer. 2.02 CONCRETE MIX MATERIALS A. Portland Cement: American made Portland Cement,ASTM C150 Type I or III. For concrete exposed to salt air or salt water, provide Type II or Type V cement. 1. Do not exceed an alkali content of 0.6% unless the manufacturer certifies that no alkali reactivity is produced with the proposed combination of materials when tested in accordance with ASTM C227. B. Fine aggregate (normal weight): Washed, inert, non-reactive natural sand conforming to ASTM C-33. Fineness modulus of 2.40 to 3.00. For pumped concrete, 15 to 30 percent passing Number 50 sieve, and 5 to 10 percent passing a Number 100 sieve. Comply with ACI 302 Table 5.4.1 for slab on grade fine aggregates. C. Coarse aggregate(normal weight): Washed, non-reactive well graded crushed stone or gravel conforming to ASTM C-33. Refer to Section 2.4"Concrete Mix Design"for additional requirements. D. Lightweight fine and coarse aggregates: Rotary kiln expanded clay,slate, or shale conforming to ASTM C330. Fine aggregates designated as"sand size", and coarse aggregate designated as"graded 3/4 inch size". Use lightweight fines only as necessary to attain specified unit weight concrete. Acceptable products are: ©2022 Ai-Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-5 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1. Norlite. 2. Solite. E. Water: Potable, clean and free from deleterious substances. F. Air Entraining Agent: Comply with ASTM C260. Agent shall be fully compatible with all other concrete mix materials. Subject to project requirements, provide products from one of the following: 1. W.R. Grace Co. 2. The Euclid Chemical Co. 3. Sika Corp. 4. BASF Construction Chemicals, LLC G. Water reducing and plasticizing admixtures: Comply with ASTM C494,Type A. Acceptable products are: 1. Eucon WR-75 by The Euclid Chemical Co. 2. WRDA with Hycol by W.R. Grace Co. 3. Pozzolith 322N or 20ON by BASF Construction Chemicals, LLC 4. Plastocrete 161 by Sika Corp. H. Mid range water reducing admixture: Comply with ASTM C494,Type A. Acceptable products are: 1. Eucon MR by The Euclid Chemical Co. 2. Daracem 55 by W.R. Grace Co. 3. Polyheed by BASF Construction Chemicals, LLC I. High range water reducing (HRWR)admixture(superplasticizer): Comply with ASTM C494,Type F or G. Use only with prior review and acceptance of Architect/Engineer. Provide a qualified technical representative of the admixture supplier on-site during initial concrete placements to assist in proper usage. Acceptable products are: 1. Daracem 100 by W.R. Grace Co. 2. Eucon 37 by The Euclid Chemical Co. 3. Rheobuild 1000 by BASF Construction Chemicals, LLC 4. Sikament 300 or 320 by Sika Corp. J. Accelerating Agent: Non-corrosive, containing no chloride; conform to ASTM C494, Type C or E. Acceptable products are: 1. Accelguard 80 by The Euclid Chemical Co. 2. Polarset by W.R. Grace Co. 3. Pozzutec 20 or Pozzolith NC534 by BASF Construction Chemicals, LLC 4. Plastocrete 161 FL by Sika Corp. K. Retarding admixtures: For use in hot weather concreting. Comply with ASTM C-494, Type D water- reducing and retarding. Acceptable products are: 1. Plastiment by Sika Chemical Corp. 2. Pozzolith 100XR by BASF Construction Chemicals, LLC 3. Eucon Retarder-75 by The Euclid Chemical Co. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-6 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 L. Fly Ash: ASTM C618, Type F. Maximum 3 percent loss on ignition with no soda ash content allowed. Use only with prior review and acceptance of Architect/Engineer. Not to exceed 20%of total cementitious materials nor 150 pounds per cubic yard. M. Ground Granulated Blast-Furnace Slab: ASTM C989, Grade 100 or 120. Use only with prior review and acceptance of Architect/Engineer. Not to exceed 30%total cementitious materials. N. Calcium Nitrite corrosion inhibitor: Comply with ASTM C494 Type C. Dosage rate 2 to 6 gallons per cubic yard. 1. Available Products: Subject to compliance with requirements, provide one, of the following products: a. DCI by W.R. Grace&Co b. Eucon CIA by The Euclid Chemical Co. C. Rheocrete CNI by BASF Construction Chemicals, LLC. O. Calcium Chloride and Chloride Ion Content: 1. Calcium chloride or admixtures containing more than 0.5% chloride ions by weight of the admixture are not permitted. 2. The maximum water soluble chloride ion concentration in hardened concrete at ages from 28 to 42 days contributed from all ingredients including water, aggregates, cementitious materials, and admixtures shall not exceed the limits specified in ACI 318-02 Table 4.4.1. Water-soluble chloride ion tests shall conform to ASTM C1218. 3. The Concrete Supplier shall certify that the chloride ion content in all concrete mix designs used on the project will not exceed limits stated above. 2.03 VAPOR RETARDERS A. Plastic Vapor Retarder: ASTM E 1745, Class A and complying with the following: 1. Tensile strength MD: Minimum 67 Ib/in. 2. Puncture ASTM D1709, Method B: Minimum 2440 grams. 3. Permeance: 0.03; ASTM E 96. B. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Moistop Ultra"A"; Fortifiber Corporation. 2. Vapor Block 15; Raven Industries Inc. 3. Griffolyn Type-65G or 105; Griffolyn, Division of Reef Industries, Inc. 4. Stego Wrap, 15 mils; Stego Industries, LLC. 2.04 FLOOR AND SLAB TREATMENTS A. Liquid Densifier/Sealer- 100% active colorless aqueous siliconate solution. Apply to moist cured floors where indicated on the Contract Documents at the manufacturer's suggested rate and method of application. Acceptable products are: 1. Seal Hard by L&M Construction Chemicals, Inc. 2. Diamond Hard by The Euclid Chemical Co. 3. Ashford Formula by Concrete Construction Chemicals. 4. Mastertop CST by BASF Construction Chemicals, LLC 5. Sonosil by Sonneborn. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-7 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 2.05 CURING MATERIALS A. Concrete Curing Materials: Use where moist curing is indicated on Contract Documents. Use where bonded toppings, overlays, applied surface treatments or other applied finishes are incompatible with liquid membrane forming curing compounds. 1. Waterproof Paper: ASTM C171. 2. Polyethylene Film: ASTM C171. 3. Burlap: Federal Spec CC-C-467A. B. Concrete Curing and Sealing Compound (Water Based): Liquid membrane forming type conforming to ASTM C1315. Clear non-yellowing acrylic; minimum solid content of 30%; moisture vapor transmission rate less than 0.40 kg/sq.M for 72 hours when applied at coverage of 300 sq.ft. per gallon. Manufacturer's certification required. Sodium silicate compounds and rubber based products are prohibited. Verify that material used is compatible with any finish material subsequently applied to the concrete surface. Acceptable products are: 1. Dress and Seal WB30 by L& M Construction Chemicals. 2. Super Diamond Clear VOX by The Euclid Chemical Company. 3. Highseal 30 by Conspec. 2.06 MISCELLANEOUS RELATED MATERIALS A. Non-shrink, non-metallic standard cement grout: For use under steel base plates and bearing plates. Factory premixed grout with no drying, shrinkage or settlement at any age. Compressive strength per ASTM C-1107 of not less than 5,000 psi at 7 days and 8,000 psi at 28 days when placed in flowable consistency. Acceptable products are: 1. Masterflow 555 by BASF Construction Chemicals, LLC 2. Hi-Flow Grout by The Euclid Chemical Co. 3. Duragrout by L& M Construction Chemicals 4. 10K Grout by Sonneborn. 5. Conform to the requirements of CRD-621 "Corps of Engineers Specifications." B. Non-shrink, non-metallic precision grout: For use under machine base plates and other applications with vibration and/or load reversals. Acceptable products are: 1. Crystex by L&M Construction Chemicals. 2. Five Star Grout by U.S. Grout Corporation. 3. Masterflow 928 by BASF Construction Chemicals, LLC 4. 14K Grout by Sonneborn. C. Non-Slip Aggregate: Chemically inert natural or man-made non-slip aggregate with MOH hardness of seven or higher; #4 to#16 mesh size. Acceptable products are: 1. Euco Non-Slip Aggregate by The Euclid Chemical Co. 2. Grip-It by L&M Construction Chemicals. 3. Frictex by Sonneborn. D. Non-Reemulsifiable Latex: Not less than 48 percent solids. Acceptable products are: 1. SBR Latex by The Euclid Chemical Co. 2. Sikalatex by Sika Corp. 3. Everbond by L&M Construction Chemicals ©2022 Ai Alt structural Engineering PLLC Cast-In-Place Concrete 03 30 00-8 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 E. Epoxy Resin Bonding Agent: ASTM C-881 two component 100 percent solids mineral filled epoxy- polysulfide polymer. Acceptable products are: 1. Sikadur 32 Hi-Mod by Sika Corporation. 2. Euco Epoxy No.452MV or No. 620 by The Euclid Chemical Company. 3. Sonobond by Sonneborn. 4. Epobond by L&M Construction Chemicals, Inc. 5. Concresive 1090 by BASF Construction Chemicals, LLC F. Non-shrink patching mixture: Specially formulated high bond package mixture. Acceptable products are: 1. Euco Speed Patch by The Euclid Chemical Co. 2. Durapatch by L& M Construction Chemicals. 3. Sonopatch by Sonneborn. 4. Sika Set Roadway Patching by Sika Corp. G. Polymer Patching Mortar: Free flowing, polymer modified cementitious mortar. Acceptable products are: 1. Sikatop 121 or 122 (horizontal repairs) or Sikatop 123 (vertical and overhead repairs) by Sika Corporation. 2. Thin Top Supreme or Concrete Top Supreme (horizontal repairs)or Verticoat/Verticoat Supreme (vertical and overhead repairs) by The Euclid Chemical Company. 2.07 CONCRETE MIX DESIGN A. Engage a Technical Agency familiar with local construction conditions and materials to design concrete mixes. Use a Technical Agency other than the Testing Agency engaged by the Owner for field quality control. B. Prior to the formulation of design mixes, review with the Technical Agency the concrete mix requirements relative to strength, slump, air content, seasonal adjustments required due to temperatures and anticipated job use and placement conditions. C. Provide separate design mixes for each anticipated and/or actual changes in type of mix materials including changes in admixtures, in proportion of basic materials, in slump limits and in placement methods, especially pumping. Identify the proposed use for each mix. D. Prepare the mix designs with sufficient lead time to allow testing and adjustment of the mix. Establish the concrete mix design proportions to provide the required average strength using the procedures defined in Section 5 of ACI 318. Whenever possible, use appropriate field test data (30 consecutive tests)to establish a standard deviation for the mixes. When an acceptable record of field test results is not available, establish the concrete proportions based on 3 point curves from laboratory trial batch mixtures. When a standard deviation cannot be properly established for the mix design, proportion concrete to provide an average strength of f plus 1200 psi. For concrete strengths above 5,000 psi, increase the safety factor to 1400 psi. E. Submit the complete proposed design mix along with the appropriate test data and technical data to the Architect/Engineer for review at least 15 days prior to job use. For each mix design, identify the cement type, proportions of each constituent, water-cement ratio and brand,type and proportion of each ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-9 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 admixture. Include the measured slump, air content, unit weight, and compressive strength test results for each mix. F. Concrete mix design submittals that are incomplete or do not satisfy the requirements of the Specifications will be rejected. Additional testing and/or revisions to the mix design may be required to achieve compliance. Do not place any concrete in the Work until design mix submittal(s)satisfactory to the Architect/Engineer have been reviewed and accepted. Keep a copy of the reviewed mix designs on file in the field office. G. Lightweight concrete mix designs will be subject to the review of the lightweight aggregate manufacturer. The lightweight aggregate manufacturer must certify that the proposed mix design(s)are appropriate for the intended use and method of placement. H. For slab on grade concrete,formulate the concrete mix design to minimize the amount of cement and water necessary to produce the required slump and workability. Utilize properly graded aggregates of cubical shape to minimize water and cement demand. I. In addition to the concrete mix design requirements listed above, limit the water/cement ratio to the following maximums: 1. 0.40 for reinforced concrete exposed to deicing salts, brackish water or salt spray. 2. 0.45 for concrete required to be watertight and/or subject to cycles of freezing and thawing (including foundation walls). 3. 0.50 for all concrete not otherwise specified. 4. Concrete containing microsilica and/or High Range Water Reducers etc. may have the above requirements waived if evidence of acceptable performance in-service is provided. 5. For interior slab on grade concrete, limit the cement content to a maximum of 540 pounds per cubic yard. J. Provide air entrainment for all lightweight concrete, and for all exterior concrete or concrete otherwise exposed to cycles of freezing and thawing. Comply with ACI 318,Table 4.1.1 "Severe Exposure"for amount of air entrainment in concrete at point of deposit. Adjust admixture dosages as necessary to account for climatic conditions, method of placement and other constituents of mix. Do not use air entraining admixtures for interior normal weight concrete flatwork requiring a smooth troweled finish. K. Provide a water reducing (plasticizing)or high range water-reducing (super plasticizer)admixture for all structural concrete. Use a specified super plasticizer for all pumped concrete, concrete with a water/cement ratio less than 0.50 and for"Architectural'concrete. L. All concrete containing a high range water reducing admixture (superplasticizer)shall have a maximum slump of 9 inches unless otherwise approved by the architect/engineer. The concrete shall arrive at the job site at a slump of 3 inches+/- 1inch, be verified, then the high range water reducing admixture added to increase the slump to the approved level. Proportion design mixes of all other concrete to result in concrete with the following slumps measured at the point of placement: 1. Reinforced slabs and beams 3 inches+/- 1 inch. 2. Reinforced walls and columns 4 inches+/- 1 inch. 3. Heavy duty overlay topping 1 inch. 4. All other concrete 3 inches +/- 1 inch. M. Use the following maximum coarse aggregate sizes, per ASTM C33: 1. Size 57 for beams, slabs and walls. 2. Size 7 for tight pours and thin sections. 3. Size 67 for all other concrete. ©2022 Ai-Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-10 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 4. Size 467 for standard slabs on grade and foundations. 5. Industrial Slabs on Grade: Blend fine and coarse aggregates to achieve a smooth gradation of aggregate sizes. A minimum of 8 percent and a maximum of 18 percent of the total aggregate weight is to be retained on each sieve below 1-1/2 inch and above the No. 100 sieve size. N. Maintain an air dry unit weight for structural lightweight concrete between 100 pcf and 115 pcf. Adjust the proportion of lightweight coarse aggregate and/or substitute lightweight fines for sand as necessary to obtain the proper unit weight. Determine the air dry unit weight of the concrete in accordance with ASTM C567. Limit drying shrinkage at 28 days to 0.03 percent. O. Specifically identify those concrete mixes which are intended to be placed by pumping. Indicate the modifications made to the basic mix to aid in pumping, including changes in slump, air content,fly ash content, cement paste vs. aggregate content, and admixtures such as superplasticizers. Pre-soak all lightweight aggregates in pumped concrete per the lightweight aggregate manufacturer's recommendations. Carefully control the gradation of the coarse and fine aggregates, keeping the grading as close to the middle of the ASTM C33 or C-330 range as possible. Review pumping techniques with the Arch itect/Engineer prior to placement. 1. Make one test of each concrete design mix to verify that the total chloride ion (CI-) content is less than 0.10% of the weight of the cement, that the total sulfate (as SO3) content of the mix is less than 0.05% of the weight of the mix, per ASTM C-114, and that the thiocyanate ion (as SCN-) content is less than 0.15% of the weight of the cement. P. Adjust mix designs that do not prove to be satisfactory in use, subject to the Architect/Engineer's review. Concrete that does not consistently exhibit the specified control characteristics will be considered unsatisfactory. Any additional costs incurred due to changes required in the mix are to be borne by the Contractor. Q. Provide additional mix designs and appropriate test data for any revisions to the approved concrete mix designs requested by the Contractor during the course of work. Do not use the revised mix until reviewed and accepted by the Arch itect/Engineer. 2.08 MIXING AND DELIVERY OF CONCRETE A. Supply all concrete from a ready-mix plant acceptable to the Architect/Engineer. Batch all constituents, including admixtures, at the central batch plant, except for HRWR's which may be added at the job site. B. Comply with ACI 304 recommendations. Accurately weigh all materials. Mix, dispense and use admixtures in accordance with the specific manufacturer's written instructions. C. Conform with Truck Mixer and Agitator Standard of the Truck Mixer Manufacturer's Bureau of the National Ready-Mixed Concrete Association, as well as ASTM C94. Do not load trucks in excess of NRMCA ratings for normal weight aggregate concrete. D. Water may be added initially to concrete which arrives at the site with a slump below the specified slump if, after the addition of water, neither the maximum permissible water/cement ratio nor the maximum slump is exceeded. Provide thorough additional mixing. The Owner's Testing Agency will observe the adding of water and mixing. Retempering after initial slump adjustment is not permitted. Redosage with the specified super-plasticizer may be done with the prior approval of the Arch itect/Engineer. E. Discharge of Materials: Discharge concrete without segregation of the ingredients. Incorporate all concrete in the work in its final shape and location within 90 minutes after the introduction of water to the mix or within a shorter time period as the testing agency may direct during hot weather. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-11 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 Immediately remove all concrete materials from the construction site not incorporated into the Work within the specified time limits. F. Cold Weather Requirements: Comply with ACI 306 whenever ambient air temperatures are below 40 degrees F. Heat the mixing water and, if necessary,the aggregates to produce concrete at the temperature specified in ACI 306, Table 1.4.1 when placed. If the mixing water is heated, do not exceed a temperature of 140 degrees F. at the time it is added to the cement and aggregates. G. Hot Weather Requirements: Comply with ACI 305 whenever conditions of high air temperature, low relative humidity and/or wind exist. Provide crushed ice in lieu of equal weight of mixing water if necessary to provide concrete of the proper temperature. Ice must be completely dissolved before placing concrete. At the Contractor's option, liquid nitrogen may be used to cool the concrete. PART 3 -EXECUTION 3.01 INSTALLATION OF EMBEDDED ITEMS AND COORDINATION WITH OTHER TRADES A. Install all embedded items to conform to the requirements of ACI 318, Chapter 6, Paragraph 6.3, "Conduits and Pipes Embedded in Concrete,"and as specified below. Do not install any accessories until their type and location have been verified by the affected trades. B. Coordinate the installation of all inserts required by other trades prior to the placing of reinforcing steel. C. Install anchor rods, etc.,furnished by other Sections. Use line and transit to locate anchor rods and secure with templates to prevent displacement during concreting operations. D. Provide steel sleeves for pipes passing through concrete. E. Non-aluminum electrical conduit is the only piping which may be embedded in structural concrete. Place conduit by the following guidelines: 1. Do not cut or displace any reinforcement. 2. Do not place conduit between concrete surfaces and reinforcement. 3. Solid slabs - restrict O.D. of conduit to 1/4 of slab thickness. Keep within the middle half of that thickness. 4. Place conduit larger than 1/6 of the slab thickness approximately parallel to or at right angles to the slab reinforcing, not diagonally. 5. Place nearly parallel conduits apart at least 6 times the outside diameter of conduit being used. 6. Do not embed conduit in concrete beams or concrete ribs unless specifically shown on the Structural Drawings. 7. Conduit in slabs on metal deck: Restrict O.D. of conduit to 1-inch for 3-1/4 inch (83 mm)topping and 3/4-inch for 2-1/2 inch topping. Where conduit runs perpendicular to span of metal deck, place conduit directly on top of metal deck. Where conduit runs parallel to span of metal deck, place conduit in low flute of metal deck, with one conduit maximum permitted per flute. Where conduit runs parallel to shear connectors, maintain 18-inches minimum spacing between conduit and closest shear connector. 3.02 PLACING CONCRETE A. Comply with ACI 301, Chapter 8 and as modified below. B. Transport concrete mixes to place of final deposit as rapidly as practical by methods which prevent segregation of the ingredients and displacement of reinforcement. Avoid rehandling. Do not deposit ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-12 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 any partially hardened concrete. Provide a baffle plate or spout at the discharge end of the chute to prevent segregation. Use a downpipe, elephant trunk, spout or other appropriate method to prevent concrete from falling freely through a height of more than 3 feet. When the operation is intermittent, discharge the chute into a hopper. Do not allow concrete to flow horizontally within forms over a distance exceeding 5 feet. Do not move concrete horizontally with vibrators. Provide runways to allow wheeled equipment to move over reinforcement. Do not support runways on reinforcement. C. Schedule the work so that a section begun on any one day is completed in daylight on the same day. D. Protect exposed to view walls and columns from concrete spatter when placing slabs. E. Remove water and all foreign matter from place of deposit. Do not place any concrete into any form or excavation containing trash,free water,frost, ice or frozen ground. Provide adequate protection against frost action during freezing weather. Do not place concrete flatwork in the rain. Protect exposed concrete surfaces from rain until final set occurs. F. Do not use calcium chloride in any concrete. G. Thoroughly clean foreign materials and laitance from all construction joints including vertical and inclined surfaces. Where necessary, roughen the joint with suitable tools such as chipping hammers, wire brushes, etc., and re-clean with a stream of water or compressed air. Saturate the joints with water. After free or glistening water disappears, thoroughly coat the joints with a neat cement grout mixed to the consistency of very heavy paste. Provide a coating of at least 1/8 inch thickness,wherever possible, scrubbed in by means of stiff bristle brushes. Deposit the new concrete before the neat cement grout hardens. Use an epoxy resin bonding agent in lieu of neat cement grout when bonding fresh concrete to fully cured existing concrete. Follow manufacturer's printed instructions. Place new concrete while the bonding agent is still tacky. H. Deposit concrete continuously in layers of a thickness that will prevent new concrete from being deposited on partially hardened concrete. Limit height of vertical lifts to 24-inches. Do not allow formation of seams and planes of weakness within the section. Vibrate through successive lifts to avoid pour lines, stone pockets, honeycombing and segregation. Immediately notify the Architect/Engineer, if due to emergency conditions, a section cannot be placed continuously between planned construction joints. If approved, create a field joint and provide additional reinforcement as necessary to preserve the structural continuity of the member. I. Thoroughly compact concrete by means of internal mechanical vibrators to produce required quality of finish. Use experienced operators under close supervision to produce homogeneity and optimum consolidation in the concrete without permitting segregation of the constituents or"pumping"of air. Comply with ACI 309"Standard Practice for Consolidation of Concrete." J. For all surfaces designated as Architectural Concrete supplement vibration by proper wooden spade puddling to remove included bubbles and honeycombing. K. After depositing concrete in columns or walls, wait at least 3 hours before depositing concrete in beams, girders or slabs supported thereon. L. When placing exposed concrete vertical surfaces, strike corners of forms rapidly and repeatedly from the outside along the full height while depositing concrete and vibrating. M. Thoroughly clean chutes, hoppers, spouts, adjacent work, etc., before and after each run. Discharge the water and debris outside the form. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-13 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 N. Finish all structural slabs and slabs on grade to the elevations shown on the Contract Documents. Provide additional concrete as necessary to compensate for all settlements and deflection due to the weight of the wet concrete. 3.03 FINISHING OF FORMED CONCRETE SURFACES A. Comply with ACI 301 and as modified below. B. Finish formed concrete surfaces other than Architectural Concrete as follows: 1. Knock off fins and grind if necessary. Provide rough form finish for surfaces not exposed to public view and smooth form finish for all concrete surfaces exposed to public view. 3.04 FINISHING FLATWORK A. Preliminary Slab Finishing: For all slabs regardless of final finish: 1. Rough Finishing: Accurately strike off the top surface of the flatwork to provide a true and level surface within the required tolerances. After concrete has been placed, consolidated, and struck off, highway straightedge and/or highway bull float the surface. Remove all water and foreign material which may work to the surface as soon as the condition of the slab permits, and before it has hardened appreciably. When water sheen has disappeared, use power driven float blades to compact the surface. Recheck the surface for trueness and levelness; restraighten, fill, or cut down with a 10-foot highway straightedge to achieve the specified Ff numbers. 2. Power Troweling: Wait until the water sheen has disappeared or the mix has stiffened sufficiently to permit the proper operation of a power driven trowel. Power trowel the surface to produce a smooth surface which is relatively free of defects but which may still contain some trowel marks. Hand float locations inaccessible to the power driven machine with wood, aluminum, or magnesium floats. Recheck trueness of surface with a 10-foot highway straightedge applied at no fewer than two different angles. Cut down high spots and fill in low spots to produce a finished surface within the specified tolerances. B. Floated Finish: After power troweling,float the slab immediately at least twice using a wood float to produce uniform smooth granular texture. Use a magnesium float for lightweight concrete. Provide on the following surfaces: 1. Slabs to receive membrane or elastomeric roofing or membrane waterproofing. 2. Slabs to receive sand bed terrazzo. 3. Top surfaces of walls, curbs, or other surfaces not requiring a steel troweled surface. 4. Exterior slabs not specified to receive broom finish. C. Steel Troweled Finish: Perform additional hand troweling as soon as the surface has hardened sufficiently to produce a ringing sound as the trowel is moved over the surface. Produce a uniform, smooth, glossy surface free of trowel marks or other defects. Grind smooth any defects which would telegraph through the applied floor covering. Equipment pads shall receive a dense, hard, but not burnished surface. Provide steel troweled finish on the following surfaces: 1. Slabs to receive carpeting. 2. Slabs to receive seamless floor finish. 3. Slabs to receive resilient flooring, quarry tile or ceramic tile. Lightly scarify surface with fine broom if finish material is installed with thin set mortar. 4. Roof surfaces scheduled to become future floors. 5. Slabs to be left exposed and not specified to receive another finish. 6. Top surfaces of equipment pads. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-14 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 D. Sealed Finish: Just prior to the completion of the project, apply a second coat of the specified concrete curing and sealing compound where indicated on the Drawings to the following surfaces: 1. All exposed concrete floors within the building not receiving another finished material and subject only to pedestrian traffic as called for in the Contract Documents. E. Non-slip aggregate application:Apply to concrete stairs, ramps and to concrete floors where indicated on the Contract Documents. 1. Soak non-slip aggregate in water and allow to drain thoroughly. 2. Finish the floor as for a steel trowel finish except that immediately prior to final troweling, apply the non-slip aggregate uniformly over the surface at the rate of 25 lbs./100 sq.ft. Embed the non- slip aggregate into the concrete surface by the final light troweling operation. 3. After curing, lightly work surface with steel wire brush to exposed non-slip aggregate. F. Sawcutting: Begin sawcutting as soon as the saw will not dislodge the aggregate or ravel the edge of the sawcut. If a"Soff-Cut'saw is used, begin immediately after final finishing. If a conventional saw is used, begin no later than 12 hours after the slab is placed. Provide sufficient personnel and equipment to complete sawcutting operations within 18 hours after the slab is placed. Sawcut a minimum of one quarter of the slab depth leaving a clean, sharp edge in the pattern shown on the Contract Documents. If no pattern is shown, space joints a maximum of 15-feet on center in each direction and located to conform to column spacing (half-bays etc.). G. Maintaining floor flatness: For slabs-on-grade that initially meet the specified floor flatness and levelness requirements but become out of tolerance due to curling, grind the surface to adjust flatwork to within tolerance requirements. 3.05 ALLOWABLE TOLERANCES A. Formed surfaces: Refer to Division 3 Section "Concrete Formwork"for tolerances related to formwork, shoring and cambering, including Architectural concrete. B. Flatwork: Finish concrete flatwork to the following surface profile tolerances when measured in accordance with ASTM E 1155: 1. Ff= Face floor flatness number. 2. FI = Face floor levelness number. 3. All slabs on grade not otherwise specified: a. Overall Ff 25/FI 20. b. Local Ff 17/FI 13. 4. All elevated slabs not otherwise specified: a. Overall Ff 20. b. Local Ff 13. 5. For the purposes of flatness and levelness control, the minimum floor section boundaries are defined as one bay of 20 x_20. 6. Refer to Part 3 Article "Repair of Defective Concrete Surfaces" - for repair of any floor section which measures below the Minimum Local Value for either Ff or FI. 7. If either the Actual Overall Ff number or the Actual Overall FI number calculated for the entire slab installation measures less than the value specified, repair the slab in accordance with the requirements set forth in Section 3. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-15 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 8. Provide floor surfaces with an average elevation within +/-3/4 inch of the finished floor elevations indicated on the Contract Documents. 3.06 CURING, PROTECTION AND FORM REMOVAL A. General: 1. Comply with ACI 301, and as modified below. 2. Protect freshly placed concrete from premature drying, mechanical damage and excessively cold or hot temperatures and maintain without drying at a relatively constant temperature for the period of time necessary for hydration of the cement and proper hardening of the concrete. 3. Start initial curing as soon as free moisture has disappeared from the concrete surface after placing and finishing. B. Curing-Moisture Retention: Maintain the concrete in a continually moist condition for a minimum of 7 days. Avoid rapid drying at end of curing period. 1. Formed surfaces - Keep the forms continuously wet by periodic spraying with water. After the forms are removed, continue moist curing by one of the methods described for unformed surfaces. 2. Unformed surfaces - Where moist curing is indicated on the Contract Documents, use only methods a, b, or c below. Retain moisture in the concrete by immediate application of one of the following methods: a. Ponding or continuous fog spray(mist)of water-periodic sprinkling is not acceptable. b. Apply an absorptive cover and keep continuously wet. C. Apply continuous waterproof sheets- lap and seal seams and repair any holes or tears. d. Apply a specified liquid membrane forming curing and sealing compound at the manufacturer's specified rate and method of application to comply with specified water retention. Apply as soon as possible after final finishing operations are complete. Apply in two (2) directions, the second application perpendicular to the first. Do not use if liquid membrane is incompatible with future applied finishes or if a bonded concrete overlay will be placed over slab. Dissipating liquid membrane resin cures may be used if they are completely removed after curing. C. Curing-Temperature: Maintain the temperature of the concrete at 50 degrees F or above during the curing period. Keep the concrete temperature as uniform as possible and protect from rapid atmospheric temperature changes.Avoid temperature changes in concrete which exceeds 5 degrees F in any one hour and 50 degrees F in any 24-hour period. 1. Cold Weather Concreting: a. Comply with ACI 306R whenever the average daily temperature is less than 40 degrees F. b. Heat the formwork, reinforcing and underlying subgrades with live steam or hot air jets to raise the temperature of each well above freezing prior to placing concrete. Provide concrete of at least the temperature shown in Table 1.4.1 of ACI 306. Heat, insulate, cover, enclose and protect the concrete as necessary to continuously maintain the concrete temperature between 50 degrees F and 60 degrees F for the entire curing period. Do not allow temporary heaters to exhaust combustion gases into the enclosed space containing the slab surface. C. Only non-corrosive, non-chloride accelerators may be used in cold weather after review and acceptance by the Architect/Engineer. Calcium chloride, thyocyanates or admixtures containing more than 0.05 percent chloride ions are not permitted. 2. Hot Weather Concreting: ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-16 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 a. Comply with ACI 305R whenever the atmospheric temperature or the form surface temperature is at or above 90 degrees F., or climatic conditions of wind and/or low humidity will cause premature drying of the concrete. b. Cool the formwork and underlying subgrades to a maximum of 80 degrees F. and keep moist. Cool reinforcing by covering with water soaked burlap if it is too hot. Cool the temperature of the concrete to 75 degrees F. by substituting ice for mixing water or other methods. C. Take precautions before placing concrete to prevent rapid moisture loss from the concrete surface. Erect sunshades and windbreaks, provide continuous fog spray of water and/or other protection as necessary to prevent premature drying of the concrete surface. d. Schedule placements of concrete flatwork to begin in the late afternoon if daytime temperatures and drying conditions are critical. e. Suitable retarders may be added to the concrete mix if the retarder mix design has been reviewed and accepted by the Architect/Engineer prior to use on the project. D. Protection from Mechanical Injury: During the curing period, protect concrete from damaging mechanical disturbances including load stresses, heavy shock, excessive vibration, and from damage caused by rain or flowing water. Protect finished concrete surfaces from damage by subsequent construction operations. E. Wait a minimum of 48 hours after finishing slab before allowing foot traffic on slab. Do not allow construction traffic or loads to be applied to slab on grade until the concrete is 7 days old. F. Temperature Records: Maintain a set of record drawings on site on which the progress of work is shown. Indicate the day,time, and ambient temperature at time of placement for each concrete pour. Keep a permanent log showing the date and the outside and concrete temperatures during all concreting operations (including curing).Take thermometer readings at the start of work in the morning, at noon, and again late in the afternoon. Record the locations of all concrete placed and cured during these periods, in a manner which will show any effect the temperature may have had on the construction. G. Removal of Forms: Refer to Division 3 Section "Concrete Formwork." 3.07 REPAIR OF DEFECTIVE CONCRETE SURFACES A. Comply with ACI 301, and as modified below. B. Identify those areas requiring repair, and review locations with Architect/Engineer and Owner's Testing Agency on a case by case basis. Refer to Section"Corrective Work"where it is determined by the Architect/Engineer that the load carrying capacity of the concrete may be jeopardized. If it is determined that only surface repairs are necessary, submit a proposed repair procedure, outlining a description of materials, sequencing, preparation, etc. for review. 1. Cut out defective concrete down to sound concrete leaving neat, square cut edges. 2. Where reinforcement is exposed by removal of defective concrete, cut around reinforcement to provide a clear space not less than 3/8 inch wide on all sides of the bar. 3. If so directed by the Architect/Engineer, provide 2 by 2 inch stainless steel mesh reinforcement securely attached to existing reinforcement with stainless steel wire. 4. Thoroughly saturate the concrete surface to receive the patch for several hours prior to application of patching materials. Remove excess water to obtain saturated, surface dry substrate. Apply primer or scrubcoat of bonding agent according to the manufacturer's instructions. 5. Use the specified polymer patching mortar where a color match to the adjacent concrete is not required. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-17 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 6. Do not mix more mortar than can be placed in 20 minutes. Apply in layers according to the manufacturer's instructions. Leave all layers except the final layer in a rough condition to receive the succeeding layer. 7. Finish the final layer to match the existing concrete surface in color and texture. Where the concrete surface is to be visible in finished work, add colored aggregates and/or cements as required to provide a mixture which will exactly match the color of the parent concrete after hardening and curing. Provide test patches in an inconspicuous location to verify the color and texture match before proceeding with remainder of patching. If necessary, rub the surface lightly with a fine Carborundum stone at 1 to 5 days age. C. Provide repairs with the strength, elasticity and durability equal to the parent material being repaired. Remove and replace patches which become crazed, cracked, sound hollow upon tapping, or,which in the opinion of the Architect/Engineer do not exactly match the surrounding concrete surfaces or otherwise do not satisfy the requirements of the Contract Documents. D. When flatness and levelness testing indicates concrete flatwork that does not comply with the specified tolerances, grind the surface to adjust flatwork to within tolerance requirements. Perform grinding as soon as possible after the concrete is strong enough to prevent dislodging of the coarse aggregate, preferably within three (3)days. E. All patching and repairs shall be performed at the Contractor's expense. 3.08 CORRECTIVE WORK A. Concrete in place will be considered defective if cylinder strength test results do not meet the requirements of ACI 318 Section 5.6. Additional causes for rejecting concrete include, but are not limited to, concrete placed with excessive slump, insufficient air content, beyond specified time limits, with unauthorized retempering,without proper supervision or inspection, improper curing or protection, or if there is visible evidence of scaling, cracking, voids or excessive deflection. B. If, in the Architect/Engineer's opinion, the strength, stiffness or durability of the structure may be compromised, test specimens may be taken from the structure at locations designated by the Architect/Engineer. Obtain and test the specimens in accordance with ASTM C42 and/or perform petrographic analysis in accordance with ASTM C856. Test results which indicate non-compliance with the Specifications are cause for rejection. Alternatively, at the Architect/Engineer's discretion, load tests may be performed and evaluated in accordance with ACI 318, Chapter 20. C. Remove and replace concrete that, in the Arch itect/Engineer's opinion, does not satisfy the performance requirements of this Specification if repairs cannot be accomplished to the Architect/Engineer's satisfaction. D. Where it is determined that repairs may be attempted, submit a complete repair procedure to the Architect/Engineer for review. Include all necessary information on proposed products, preparation, and sequence of repair including manufacturer's specifications and installation instructions. Do not proceed with repairs until this procedure has been reviewed and accepted by the Architect/Engineer. The repair must account for the strength, stiffness and long term durability of the entire structural element under repair. E. The costs of all tests, additional services required of the Architect/Engineer, and for repair or removal and replacement are at the expense of the Contractor. 3.09 GROUTING OF AND BASE PLATES ©2022 Ai-Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-18 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 A. Grout Mixture: Use the specified grout mix with the minimum amount of water required to produce a flowable grout. Extend grout with 3/8-inch coarse aggregate for grout placements over 2-inches thick. The proposed grout mix with the 3/8-inch aggregate must be reviewed and approved by the grout manufacturer and the engineer prior to use. B. Mixing: Per approved grout manufacturer's printed instructions. Do not mix more grout than can be placed within 20 minutes. C. Preparation: 1. Remove all defective concrete, laitance, dirt, etc.from the concrete surface. Saturate the surface of the concrete thoroughly with clean water for at least 24 hours. Remove free water just prior to placing the grout. 2. Clean, align, and level the base plate into final position and maintain that position during grouting. Bring the concrete and plate to be grouted to a temperature of 65 degrees to 90 degrees F.just prior to grouting. D. Grouting: 1. Place the grout quickly and continuously to provide complete bearing and avoid air entrapment. 2. After the grout has acquired its initial set, cut off all unconfined, exposed edges, leaving sloping "shoulders". Cure the grout for a minimum of 3 days by application of a curing compound applied to the exposed shoulders. Maintain temperature above 50 degrees Fahrenheit for this time period. 3.10 FIELD QUALITY CONTROL A. Owner's Testing Agency: Refer to Division 1 Section"Code-Required Structural Special Inspections and Procedures"for"Cast-In-Place" inspection and test requirements. B. Testing Agency: The Owner will engage a Testing Agency at his own expense, acceptable to the Architect/Engineer, to perform detailed concrete quality control, testing and inspection. Provide the Testing Agency with the following: 1. Materials,samples, and access to materials as required for testing. 2. Minimum one day's advance notice when concrete is to be placed. 3. Incidental labor required to facilitate testing. 4. Approved on-site storage facilities for concrete test cylinders. 5. Copies of the delivery ticket of each load of concrete as it arrives at the jobsite. Identify the concrete strength, water/cement ratio, type and size of coarse aggregate, batch plant of origin and time cement was discharged into the delivery truck. 6. Copy of the most current reinforcing steel shop drawings which have been reviewed by the Architect/Engineer, and access to the Contract Documents. C. Reimbursement of costs for testing and inspection resulting as a consequence of the following: 1. Work not in compliance with the Contract Documents. 2. Testing requested by the Contractor or Subcontractor such as additional cylinders for early breaks,form removal, etc. 3. Testing to verify the adequacy of work done without prior notice, without proper supervision, or contrary to standard construction practice. 4. Changes in source, quality or characteristics or materials. 5. Wasted time of inspectors because of cancellations or delays of concrete placement or other work. ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-19 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 D. Do not place concrete until the Owner's Testing Agency has reviewed and approved the work, and all reported deficiencies have been corrected. Concrete placed prior to approval is subject to removal. E. Testing Agency Responsibilities: 1. Perform all tests and inspections required by the Controlled Inspection Provisions of the New York City Building Laws. 2. Conduct the tests and inspections required herein, interpret and evaluate the results for compliance with the Contract Documents, and promptly furnish reports of the results to the Owner,Arch itect/Engineer, Contractor, and Local Building Authority. 3. At the start of the project, check the concrete constituents, including admixtures, for compliance with the Contract Documents. Test the dry rodded weight of the coarse aggregate whenever a sieve analysis is made, and when it appears there has been a change in the aggregate. 4. At the start of the job and periodically, as determined by the Architect/Engineer, perform inspections of the Batch Plant and its operation. Observe the batching equipment, the condition of materials used, and check for conformance with the design mix proportions. 5. Perform concrete compression strength testing in accordance with ASTM C31 and C39. Sample concrete for test specimens at the point of deposit in accordance with ASTM C172. General concrete testing will consist of one (1) set of four (4) cylinders made from a single sampling for each 50 cubic yards or fraction thereof of each class of concrete placed each day. All test specimens are to be laboratory-cured. Test as follows: a. One(1)7-day break. b. Two (2)28-day breaks. C. One(1)56 -day break. Hold in reserve for testing if 28-day breaks do not comply. d. Immediately notify the Contractor and Architect/Engineer if 7 day strengths are less than 70%of design strength. 6. If the total volume of concrete is such that the frequency of testing as specified above would provide less than five strength tests for a given class of concrete, tests shall be made from at least five randomly selected batches or from each batch if fewer than five batches are used. 7. If the total volume of concrete is such that the frequency of testing as specified above would provide less than five strength tests fora given class of concrete,tests shall be made from at least five randomly selected batches or from each batch if fewer than five batches are used. 8. The above frequencies assume that one batch plant will be used for each pour. If more than one batch plant is used,the frequencies cited above shall apply for each plant used. 9. Determine the air content of concrete per ASTM C173 or ASTM C231 (normal weight concrete only). For concrete required to be air-entrained, test the first truck and every 25 cu. yards thereafter each day. For concrete not required to be air-entrained, test every 100 cu. yards at random. For pumped concrete, initially test concrete at both the hopper and the discharge end of the hose to determine change in air content. F. Perform slump tests in accordance with ASTM C143. Test the first truck each day, and every time test cylinders are made. Test pumped concrete at the hopper and at the discharge end of the hose at the beginning of each day's pumping operations to determine change in slump. Provide a slump cone, plate, rod and measuring device for use on the project at all times. G. Perform unit weight tests in compliance with ASTM C138 for normal weight concrete and ASTM C567 for lightweight concrete. Test first truck and each time cylinders are made. H. Determine the temperature per ASTM C1064 for each truckload of concrete during hot weather and cold weather concreting operations. ©2022 Ai-Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-20 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 I. Observe the placement of all concrete. Inspect the formwork and the reinforcing steel placement, including bar size, spacing and grade of steel prior to concrete placement. Submit detailed report of observations. J. Immediately notify the Contractor of any items which do not comply with the requirements of the Contract Documents. If satisfactory corrections are not made, contact the Architect/Engineer for direction before the concrete is placed. K. Review the delivery tickets of the ready-mix concrete trucks arriving on-site. Notify the Contractor if the concrete cannot be placed within the specified time limits or if the type of concrete delivered is incorrect. Reject any loads which do not comply with the Specification requirements. Rejected loads are to be removed from the site at the Contractor's expense. Any rejected concrete that is placed will be subject to removal. Refer to Part 3-Corrective Work. L. Measure concrete flatwork for levelness and flatness as follows: 1. Perform Floor Tolerance Measurements Ff and FI in accordance with ASTM E-1155. Calculate the actual overall F-numbers using the inferior/superior area method. 2. Perform all floor tolerance measurements within 48 hours after slab installation and prior to removal of shoring and formwork. 3. Provide the Contractor and the Architect with the results of all profile tests - including a running tabulation of the overall Ff and FI values for all slabs installed to date -within 72 hours after each slab installation. M. Standard of Strength Control 1. The Owner's Testing Agency will establish a coefficient of variation for the statistical evaluation of concrete for the Project. The Contractor shall be fully acquainted with all provisions relative to coefficient of variation as specified herein and fully comply with the applicable requirements. 2. The coefficient of variation will be established for the project on the basis of not less than 30 test results from any one class of concrete. Once established, the Testing Agency will maintain the coefficient of variation as a moving average based on the 10 latest test results to check compliance with specification requirements. Maintain a continuous up to date log at the job site in both graphical and tabulated form for each class of concrete. Report results weekly to the Architect/Engineer. 3. The coefficient of variation shall be assumed as 20% unless another value has been determined from current similar tests, or until it may be calculated from the results of 30 or more job tests. This computation is described in ACI 214. 4. Strength Requirements and Compliance Therewith: Concrete will be considered to meet strength requirements of the Specifications when in compliance with ACI 318 Section 5.6 N. Enforcement: 1. When actual non-compliance and/or ominous trends are observed by the testing laboratory, promptly notify the Contractor and the concrete supplier who shall take immediate appropriate action to correct the deficiency. 2. If non-compliance occurs, the producer will be warned to take immediate corrective action. Test results of concrete furnished subsequent to such a warning must comply. Test results indicating non-compliance after one warning will be sufficient cause for the Architect/Engineer to refuse to permit any additional concrete to be furnished by the non-complying producer. 3. Refer to Part 3 - Corrective Work - for concrete in place that does not comply with the strength requirements of the Contract Documents. END OF SECTION ©2022 Ai Alt Structural Engineering PLLC Cast-In-Place Concrete 03 30 00-21 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 SECTION 05 12 00 STRUCTURAL STEEL PART 1 -GENERAL 1.01 SUMMARY A. Section Includes: 1. Structural steel. 2. Grout. B. Related Sections: 1. Division 1 Section "Code Required Structural Special Inspections and Procedures" for independent testing agency procedures and administrative requirements. 2. Division 5 Section "Architecturally Exposed Structural Steel Framing" for additional requirements for architecturally exposed structural steel. 3. Division 5 Section "Metal Fabrications"for steel lintels and shelf angles not attached to structural steel frame, miscellaneous steel fabrications, and other metal items not defined as structural steel. 4. Division 9 Sections for final coatings. 1.02 DEFINITIONS A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303. B. Heavy Sections: Rolled and built-up sections as follows: 1. Shapes included in ASTM A 6 with flanges thicker than 1-1/2 inches. 2. Welded built-up members with plates thicker than 2 inches. 3. Column baseplates thicker than 2 inches. 1.03 PERFORMANCE REQUIREMENTS A. Connections: Submit details of connections, including comprehensive engineering design by a qualified licensed professional engineer registered in the State of Minnesota, to resist loads and reactions indicated on the Drawings and to comply with other information and restrictions indicated. Submit details and calculations for review before preparation of detail drawings. 1.04 SUBMITTALS A. Product Data and Test Reports: Submit copies of manufacturer's specifications and installation instructions for each proprietary product, including laboratory test reports and such other data as may be required to show compliance with the specifications. Indicate by transmittal form that copies of such data have been distributed to Fabricator/Installer and the Owner's Testing Agency. 1. Certified copies of mill reports covering the chemical and physical properties of the steel. 2. High-strength bolts, nuts, and washers, each type, including mechanical properties and chemical analysis. 3. Direct-tension indicators. 4. Tension-control, high-strength bolt-nut-washer assemblies. 5. Unfinished bolts and nuts. ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-1 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 6. Welding electrodes, each type. 7. Shear studs. 8. Shop coat primer paint. 9. Non-shrink grout. B. Shop Drawings: Show fabrication of structural-steel components. 1. Include drawing index sheets, including updated sheets, at the same time that details are submitted. 2. Include detail drawings showing complete details for the fabrication of all structural steel members and components, including but not limited to: identification marks, dimensions, size, type, weight, grade of steel, cuts, connections, splices, camber, holes, requirements for installation of other materials or parts of construction, cleaning requirements prior to painting, type and dry-thickness of paint, and other pertinent data. 3. Include baseplate and anchor rod plans showing the location, size, and identification marks of all baseplates, bolts, grades of steel, and setting elevations. 4. Include embedment drawings showing the location, size, and identification marks of all embedments, bolts, studs, grades of steel, and setting elevations. 5. Include erection plans (minimum 1/8" = 1'-0" scale) showing type, size, weight and identification marks of all structural steel members. Include temporary members required for erection, dimensions locating all members relative to column grid lines, elevations of all members, and clear cross references with all other related Drawings. 6. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain. 7. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical high-strength bolted connections. 8. Include structural design data, calculations, and details signed and sealed by the qualified licensed professional engineer responsible for their preparation. C. Qualification Data: For installer,fabricator, professional engineer responsible for design of connections, licensed surveyor, shop-paint applicator, and testing agency. D. Welding certificates. E. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, certifying that shop primers are compatible with topcoats. F. Source quality-control reports. 1. Contractor's Shop Testing Reports: Submit in triplicate directly to the Architect/Engineer with copies to the Contractor, Owner's Testing Agency and others as indicated. Document all of the certifications,tests and inspections specified. 2. Owner's Testing Agency Reports: Submit in triplicate directly to the Architect/Engineer, with copies to the Contractor and others as indicated. Document all of the certifications, tests and inspections specified. 3. Source quality-control reports shall clearly indicate all pertinent data, including but not limited to the following: date; time; weather conditions; name and qualifications of inspector; certifications, tests and/or inspections performed; equipment used; location of structural member or assembly within the building;whether or not the test results indicate compliance with the specifications, etc. G. Field quality-control reports: ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-2 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1. Owner's Testing Agency Reports: Submit in triplicate directly to the Architect/Engineer, with copies to the Contractor and others as indicated. Document all of the certifications, tests and inspections specified. 2. Source field quality-control reports shall clearly indicate all pertinent data, including but not limited to the following: date; time; weather conditions; name and qualifications of inspector; certifications, tests and/or inspections performed; equipment used; location of structural member or assembly within the building; whether or not the test results indicate compliance with the specifications, etc. H. Record Survey: Submit three(3)copies of certified survey(s)by the Contractor's licensed professional surveyor registered in the state of Minnesota as specified in Part 3- Execution. I. Substitutions: Substitutions for the member sizes,type(s)of steel, connection details, or any other modifications proposed by the Contractor will be considered by the Architect/Engineer under the following conditions: 1. The revisions in no case result in additional cost to the Owner. In considering cost savings to the Owner, adequate compensation for the Architect/Engineer's review of these substitutions should be considered. 2. The request is made in writing and accepted prior to the submission of shop drawings. 3. It is suitably demonstrated that there is a substantial cost advantage or time advantage to the Owner. 4. Sufficient drawings, engineering calculations by a licensed professional engineer registered in the State of Minnesota, and other data are submitted to facilitate review by the Architect/Engineer. J. Corrective work: Report any structural steel members or assemblages having fabrication errors, installation errors, or deformations preventing proper assembly and fitting of parts to Architect/Engineer upon discovery. Corrective work proposed by the Contractor will be considered by the Architect/Engineer under the following conditions: 1. Corrective work will in no case result in additional cost to the Owner. 2. The request is made in writing and accepted prior to performing corrective work. 3. Sufficient drawings, engineering calculations by a licensed professional engineer registered in the State of New York, and other data are submitted to facilitate review by the Architect/Engineer. K. Minutes of preconstruction conference. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category STD. If the Fabricator's facility is not AISC certified,the Owner's independent testing agency will perform all shop testing and inspection work, and the fabricator will be backcharged for this work. Refer to Paragraph"Source Quality Control" for additional information. B. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector, Category CSE. If the installer is not AISC certified, refer to Paragraph"Erection Quality Control"for additional information. C. Shop-Painting Applicators: Qualified according to AISC SPE"Sophisticated Paint Endorsement"or SSPC-QP 3 "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators." D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code-Steel." ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-3 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 E. Comply with applicable provisions of the following specifications and documents: 1. American Institute of Steel Construction (AISC) 303 "Code of Standard Practice for Steel Buildings and Bridges" 2. AISC 341 and AISC 34161 "Seismic Provisions for Structural Steel Buildings" 3. AISC 360"Specification for Structural Steel Buildings" 4. ASTM International (ASTM) A 6, "Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling" 5. ASTM A 36, "Specification for Carbon Structural Steel" 6. ASTM A 53, "Specification for Pipe, Steel, Black, and Hot-Dipped, Zinc-Coated, Welded, and Seamless" 7. ASTM A 108, "Specification for Steel Bar, Carbon and Alloy, Cold-Finished" 8. ASTM A 123, "Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and Steel Products" 9. ASTM A 216, "Specification for Steel Castings, Carbon, Suitable for Fusion Welding, for High- Temperature Service 10. ASTM A 325, "Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength" 11. ASTM A 354, "Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners" 12. ASTM A 435, "Specification for Straight Beam Ultrasonic Examination of Steel Plates" 13. ASTM A 449, "Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use 14. ASTM A 490, "Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength" 15. ASTM A 500, "Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing" 16. ASTM A 529, "Specification for High-Strength Carbon-Manganese Steel of Structural Quality" 17. ASTM A 563, "Specification for Carbon and Alloy Steel Nuts" 18. ASTM A 572, "Specification for High Strength, Low-Alloy Columbium-Vanadium Structural Steel 19. ASTM A 588, "Specification for High-Strength, Low-Alloy Structural Steel, up to 50 ksi Minimum Yield Point,with Atmospheric Corrosion Protection 20. ASTM A 668, "Specification for Steel Forgings, Carbon and Alloy, for General Industrial Use" 21. ASTM A 780, "Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings" 22. ASTM A 847, "Specification for Cold-Formed Welded and Seamless High-Strength, Low-Alloy Structural Tubing with Improved Atmospheric Corrosion Resistance" 23. ASTM A 913, "Specification for High-Strength, Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)" 24. ASTM A 992, "Specification for Structural Steel Shapes" 25. ASTM B 695, "Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel" 26. ASTM C 1107, "Specification for Packaged Dry, Hydraulic-Cement Grout(Nonshrink)" 27. ASTM E 94, "Guide for Radiographic Examination" 28. ASTM E 119, "Test Methods for Fire Tests of Building Construction and Materials" 29. ASTM E 164, "Practice for Ultrasonic Contact Examination of Weldments 30. ASTM E 165, "Test Method for Liquid Penetrant Examination" 31. ASTM E 709, "Guide for Magnetic Particle Examination" 32. ASTM E 1444, "Standard Practice for Magnetic Particle Testing" 33. ASTM F 436, "Specification for Hardened Steel Washers" 34. ASTM F 959, "Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners" 35. ASTM F 1554, "Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength" 36. ASTM F 1852, "Standard Specification for 'Twist-Off Type Tension Control Structural Bolt/ Nut/ Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 37. American Welding Society(AWS) D1.1, "Structural Welding Code -Steel" 38. AWS D1.8, "Structural Welding Code-Seismic Supplement" ©2022 Ai-Alt Structural Engineering PLLC Structural Steel 05 12 00-4 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 39. International Fastener Institute (IFI)"Handbook on Bolt, Nut, and Rivet Standards" 40. Master Painter Institute(MPI)#18, "Primer,Zinc-Rich, Organic" 41. MPI#19, "Primer, Zinc-Rich, Inorganic" 42. MPI#20, "Primer,Zinc-Rich, Epoxy" 43. MPI#79, "Primer,Alkyd,Anti-Corrosive for Metal" 44. MPI#107, "Primer, Rust-Inhibitive,Water-Based" 45. National Association of Corrosion Engineers (NACE) No. 3, "Commercial Blast Cleaning" 46. Research Council on Structural Connections (RCSC) "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" 47. Steel Structures Painting Council (SSPC)"Steel Structures Painting Manual,Volumes 1 and 2" 48. SSPC PA1, "Shop, field, and Maintenance Painting of Steel" 49. SSPC QP3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators" 50. SSPC-SP3, "Power Tool Cleaning" 51. SSPC-SP6, "Commercial Blast Cleaning" 52. Keep copies of these codes and standards available in shop and field. 53. In case of conflict between specified codes and standards, the most stringent requirements govern. In case of conflict between specified codes and standards and project Specifications, project Specifications govern. F. Preconstruction Conference: Conduct conference at Project site. 1. Conduct a meeting prior to the preparation of shop drawings to review the detailed requirements for preparing calculations and shop drawings, sequence of submittals, erection tolerances, welding qualifications, inspection procedures, surveys and other similar matters. 2. Responsible representatives from all concerned parties are required to attend the meeting including, but not limited to, the following: a. Construction Manager's superintendent b. Contractor's superintendent C. Architect/Engineer d. Structural steel detailer and/or fabricator e. Erector f. Steel Deck Installer g. Owner's Testing Agency h. Surveyor 3. Record and distribute legible meeting minutes to all parties in attendance at the meeting and an additional copy to the Owner's representative. 1.06 DELIVERY, STORAGE,AND HANDLING A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioration. 1. Do not store materials on structure in a manner that might cause distortion to, damage to, or overload members or supporting structures. Repair or replace damaged materials or structures as directed. B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact. 1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers. 2. Clean and relubricate bolts and nuts that become dry or rusty before use. ©2022 Ai-Alt Structural Engineering PLLC Structural Steel 05 12 00-5 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 3. Comply with manufacturers' written recommendations for cleaning and lubricating ASTM F 1852 fasteners and for retesting fasteners after lubrication. 1.07 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers'recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation. PART 2-PRODUCTS 2.01 STRUCTURAL-STEEL MATERIALS A. Metal Surfaces, General: For fabrication of work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, rust and scale seam marks, roller marks, rolled trade names and roughness. Remove these blemishes by grinding, or by welding and grinding, prior to cleaning,treating and application of surface finishes. B. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than the following: 1. W-Shapes: 60 percent. 2. Channels and Angles: 60 percent. 3. Plate and Bar: 25 percent. 4. Cold-Formed Hollow Structural Sections: 25 percent. 5. Steel Pipe: 25 percent. 6. All Other Steel Materials: 25 percent. C. Regional Materials: Provide structural steel members that have been produced within 500 miles of Project site. D. Metal Surfaces, General: For fabrication of work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, rust and scale seam marks, roller marks, rolled trade names and roughness. Remove these blemishes by grinding, or by welding and grinding, prior to cleaning, treating and application of surface finishes. E. W-Shapes: ASTM A 992. F. Channels and Angles: ASTM A 36. G. Plate and Bar: ASTM A 36 or ASTM A 572 as indicated. H. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B, structural tubing. I. Steel Pipe: ASTM A 53/A 53M,Type E or S, Grade B. J. Welding Electrodes: Conform to AWS D1.1, including addenda and the following requirements: 1. Shielded metal-arc welding (SMAW):AWS A5.1 and A5.5, E70 series. 2. Submerged arc welding (SAW):AWS 5.17 and A5.23. ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-6 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 3. Flux core arc welding (FCAW):AWS 5.20 and 5.29 4. Metal inert gas welding (MIG)of structural steel is not permitted. 2.02 BOLTS, CONNECTORS,AND ANCHORS A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; all with plain finish. 1. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with plain finish. Subject to compliance with requirements, the following are acceptable: a. Coronet Load Indicators by TurnaSure LLC. b. Load Indicator Washers by Portland Bolt&Manufacturing Co. C. Squirter DTI by Applied Bolting Technology. B. High-Strength Bolts, Nuts, and Washers: ASTM A 490,Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade DH, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers with plain finish. 1. Direct-Tension Indicators: ASTM F 959, Type 490, compressible-washer type with plain finish. Subject to compliance with requirements,the following are acceptable: a. Coronet Load Indicators by TurnaSure LLC. b. Load Indicator Washers by Portland Bolt&Manufacturing Co. C. Squirter DTI by Applied Bolting Technology. C. Zinc-Coated High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade DH, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers. 1. Finish: Hot-dip or mechanically deposited zinc coating. 2. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with mechanically deposited zinc coating finish. D. Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852,Type 1, round head assemblies consisting of steel structural bolts with splined ends, heavy-hex carbon-steel nuts, and hardened carbon-steel washers; bearing-type connections only. Subject to compliance with requirements,the following are acceptable: a. Tension Control Assemblies by LeJeune Bolt Co. b. High Strength Positive Tension Shear Bolts by St. Louis Screw&Bolt. C. Tru-Tension Bolts by Nucor Fastener. E. Unheaded Anchor Rods: ASTM F 1554. 1. Nuts: ASTM A 563. 2. Plate Washers: ASTM A 36. 3. Washers: ASTM F 436, Type 1, hardened carbon steel. 4. Finish: match connected construction. G. Threaded Rods: ASTM A 36. 1. Nuts: ASTM A 563. 2. Washers: ASTM F 436, Type 1, hardened. ©2022 Ai-Ait Structural Engineering PLLC Structural Steel 05 12 00-7 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 3. Finish: to match connected construction. H. Clevises and Turnbuckles: Made from cold-finished carbon steel bars,ASTM A 108, Grade 1035. I. Expansion Anchors: Install in accordance with manufacturer's printed instructions. Properly account for fastener spacing, embedment, edge distance, and strength of substrate. Use only with prior review and acceptance by Architect/Engineer for the specific applications indicated. Subject to compliance with requirements,the following manufacturers are acceptable: a. Hilti North America b. Simpson Strong-Tie Co., Inc. C. Powers Fasteners. d. ITW Redhead. J. Epoxy Adhesive Anchors: Install in accordance with manufacturer's printed instructions. Properly account for fastener spacing, embedment, edge distance, and strength of substrate. Use only with prior review and acceptance by Architect/Engineer for the specific applications indicated. Subject to compliance with requirements, the following manufacturers are acceptable: a. Hilti North America b. Simpson Strong-Tie Co., Inc. C. Powers Fasteners. d. ITW Redhead K. Elastomeric Bearing Pads: Comply with AASHTO"Standard Specification for Highway Bridges." Minimum durometer rating of 60. L. Structural Slide Bearings: Low-friction assemblies, of configuration indicated,that provide vertical transfer of loads and allow horizontal movement perpendicular to plane of expansion joint while resisting movement within plane of expansion joint. 1. Mating Surfaces: PTFE and mirror-finished stainless steel. 2. Coefficient of Friction: Not more than 0.06 at pressures over 600 psi as installed. 3. Bearing pads are chemically inert,weatherproof, and require no maintenance. 4. Subject to compliance with requirements,the following are acceptable: a. Amscot Structural Products Corp. b. Fluorocarbon Company Limited. C. R.J.Watson Bridge&Structural Engineered Systems. d. Seismic Energy Products, L.P. e. Con-Senn Inc. 5. Other products will be considered only if the request is accompanied by certified test reports showing compliance with the requirements above. 2.03 PRIMER A. Primer: Compatible with Division 9 sections. B. Steel not exposed to view and not covered in sprayed fire-resistive materials: Fabricator's standard lead-and chromate-free, nonasphaltic, rust-inhibiting primer complying with MPI#107. C. Steel exposed to view but not exposed to weather: semi-gloss acrylic-enamel finish- MPI INT 5.1S: ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-8 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1. MPI #107, VOC E Range of E2, Environmental Performance Rating of EPR 2. Acceptable products include: a. Super Spec High Performance Acrylic Metal Primer PO4/KPO4 by Benjamin Moore. b. Devoe Coatings Devflex DTM Primer&Flat Finish by ICI Paints C. Pro Industrial Pro-Cryl Universal Primer by Sherwin-Williams Co. D. Steel exposed to weather: polyurethane, pigmented, epoxy zinc-rich primer(for high-build epoxy coating system)-MPI EXT 5.1 G 1. MPI#20,VOC E Range of E2. Acceptable products include: a. Devoe Coatings Catha-Cote 313 by ICI Paints. b. PMC Americoat 68HS Zinc Rich Epoxy Primer by PPG. C. Industrial &Marine Zinc Clad IV, B69A8/B69V8 by Sherwin-Williams Co. d. Tneme-Zinc Series 90-97 by Tnemec. E. Other products will be considered only if the request is accompanied by certified test reports showing compliance with the requirements above. 2.04 GROUT A. Nonmetallic, Shrinkage-Resistant Grout: Factory premixed grout with no drying, shrinkage or settlement at any age. Compressive strength per ASTM C-1107 of not less than 5,000 psi at 7 days and 8,000 psi at 28 days when placed in flowable consistency. Acceptable products include: 1. Masterflow 555 by BASF. 2. Hi-Flow Grout by Euclid Chemical Co. 3. Duragrout by L&M Construction Chemicals. 4. 10K Grout by Bonded Materials Co. 5. Five Star Grout by Five Star Products, Inc. 6. Other products will be considered only if the request is accompanied by certified test reports showing compliance with the requirements above. 2.05 CONNECTION DESIGN A. Design and detail all connections to resist the loads and reactions indicated on the Drawings or specified herein. Use details consistent with the details indicated on the Drawings, supplementing where necessary. The details indicated on the Drawings are conceptual and do not indicate the required weld sizes or number of bolts unless specifically noted. Use rational engineering design and standard practice in detailing, accounting for all loads and eccentricities in both the connection and the members. Promptly notify the Architect/Engineer of any location where the connection design criteria is not clearly indicated.The design of all connections is subject to the review and acceptance of the Architect/Engineer. B. A combination of bolts and welds to transmit loads in the same faying surface is not permitted. C. Use beam-to-column connections which minimize the eccentric loading on the column. Detail and fabricate unrestrained simple beam end connections to minimize end restraint of the beam. Design all parts of such connections(such as welds, bolts, and material)taking eccentricity into account. D. All simple connections shall be single-plate or double-angle connections unless otherwise indicatedaon the Drawings. The use of single-angle connections is permitted for beams and channels with a nominal ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-9 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 depth not greater than 10 inches and with an end reaction not greater than 10 kips. Other types of simple connections are prohibited without the prior written approval of the Architect/Engineer. 2.06 FABRICATION A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC 303 and AISC 360. 1. Camber structural-steel members where indicated. 2. Fabricate beams with rolling camber up. 3. Identify high-strength structural steel according to ASTM A 6 and maintain markings until structural steel has been erected. 4. Mark and match-mark materials for field assembly. Use marks which agree with those indicated on the Shop Drawings and Erection Drawings. 5. Complete structural-steel assemblies, including welding of units, before starting shop-priming operations. B. Thermal Cutting: 1. Perform manual oxygen cutting only with a mechanically guided torch, except as permitted below: a. Gas cut edges which are not to be welded and which will be free of substantial stresses (as determined by the Architect/Engineer) may be cut manually with an unguided torch provided that specified AISC edge distances to holes are maintained. b. Gas cut edges which will be subjected to substantial stress (over 1/2 the allowable stress, as determined by the Arch itect/Engineer), or which are to be welded may be cut manually with an unguided torch to a line not within 1/8" of the finished dimension. Complete the final removal of material by chipping or grinding to produce a surface quality equal to that of the base metal edges. 2. Do not oxygen cut holes for bolted connections; components prepared in this manner will be rejected. 3. Shape all re-entrant corners notch-free to a radius of at least 1/2 inch. 4. Cut only those openings of the size and location indicated on the reviewed Shop Drawings. C. Punching, Drilling, and Reaming: 1. Material may be punched 1/16" larger than the nominal diameter of the bolts. Wherever the thickness of metal is greater than 7/8"or is greater than the diameter of the bolts plus 1/8", drill or subpunch holes and ream. The diameter for subpunched holes shall be 1/16" smaller than nominal diameter of bolt accommodated. Locate finished holes to insure passage of bolts through assembled materials without drifting. Enlarge holes to receive bolts by reaming. Remove burrs caused by punching or reaming before assembly of bolted joints or members. 2. Drill or punch holes at right angles to the surface of the metal. Do not make or enlarge holes by burning. Clean-cut holes without torn or ragged edges. 3. Punch and drill steel for attachment of other materials indicated on the Drawings or noted in the Specifications to be attached to the steel. Use suitable templates for proper location of this work. Provide slotted holes for adjustment where indicated. D. Finishing: Accurately finish ends of columns and other members transmitting bearing loads. Completely assemble and weld member attachments prior to milling of surfaces. E. Built-Up Sections: Provide built-up sections free of warpage and with all axes in true alignment. ©2022 Ai-Alt Structural Engineering PLLC Structural Steel 05 12 00-10 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 F. Embedded Plate Headed Studs- Prepare steel surfaces as recommended by the manufacturer of the headed studs. Shop weld studs, spaced as indicated, to the steel member. Use automatic end welding of the headed-stud connectors in accordance with the manufacturer's printed instructions. G. Cleaning: Clean and prepare steel surfaces that are to remain unpainted according to SSPC-SP 3, "Power Tool Cleaning." 2.07 SHOP CONNECTIONS A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts"for type of bolt and type of joint specified. 1. Use bolts of a length that will extend at least 1/4" beyond the nuts in the completed connection. Enter bolts into the holes without damaging the thread. 2. Provide a calibrated bolt tension indicating device at the jobsite. Use the device to confirm the suitability both of the component parts of the fastener assembly and of the selected installation techniques. Tighten representative samples of each bolt type and size in the device to demonstrate both proper snug tight conditions and the additional tightening necessary to develop the bolt pretension prescribed in Table 8.1 of the RCSC"Specification." Use the device to insure that the installation wrenches and pneumatic supply are of adequate capacity. 3. Correct poor matching of holes by drilling hole to the next larger bolt size and using the larger size bolt, if approved by the Architect/Engineer. 4. Assemble joints without the use of separate erection bolts. Install bolts using powered impact wrenches of sufficient capacity and with an adequate supply of air. 5. Bring all plies of the connection into firm contact by tightening all bolts to a snug tight condition. Progress systematically from the most rigid portion of the joint out to the joint free edges. Retighten any bolts which may have loosened during the assembly process. Protect bolt heads and nuts during assembly and tightening. 6. Tighten bolts in connections identified as tension or slip-critical connections to the pretension levels specified in Table 8.1 of the RCSC "Specification." Acceptable methods of tightening pretensioned bolts include Direct Tension Indicators or the turn-of-the-nut method. Twist-off torque bolts are not an acceptable alternate fastener for slip critical connections. Follow the manufacturer's written instructions for the proper installation of Direct Tension Indicators. B. Weld Connections: Comply with AWS D1.1 for tolerances, appearances,welding procedure specifications,weld quality, and methods used in correcting welding work. 1. Remove paint, grease, loose scale and foreign matter from the surfaces to be welded. Clean the welds each time the electrode is changed or a new pass is started. Chip clean burned or flame cut edges before depositing welds. 2. Do not begin structural welding until joint elements are bolted or tacked in intimate contact and adjusted to the dimensions indicated, with allowance for any weld shrinkage that is expected. Hold component parts of built-up members with clamps or other means to keep parts straight and in close contact.Take precautions to minimize"lock-up"stress and distortion due to heat. 3. Welds not otherwise specified are continuous fillet welds. Use the minimum fillet size in accordance with AISC unless specifically noted otherwise. 4. Weld heavy sections and those having a high degree of restraint with low hydrogen electrodes. Perform intermittent welding, continuous welding and straightening of built-up sections to minimize internal stresses. 5. The same electrode may be used with various thicknesses of plate, but adjust the current used and the number of passes proportionately. 6. Do not weld in a wind unless wind protection is provided. Do not splice members without prior approval or review by the Architect/Engineer. 7. After being deposited, brush welds with wire brushes. Make welds which exhibit uniform section, smoothness of welded metal, feather edges without undercuts or overlays and which are free of ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-11 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 porosity and clinkers. Visual inspection of the edges and ends of fillets and butt joint welds must indicate good fusion,with penetration into the base metal. Cut out and replace defective welds. 8. Adjustable Veneer Anchors: Welders attaching adjustable veneer ties to structural steel shall hold current AWS certification. 2.08 SUPPLEMENTAL FRAMING A. Provide supplemental framing as follows: 1. At all openings as indicated on the Drawings. 2. Edges of metal deck, hollow-core plank, open grating flooring, etc., not otherwise supported by structural framing. 3. At all suspended loads. B. Where open web joists are used, provide additional framing to transfer loads from the supplemental framing and suspended loads to joist panel points. 2.09 SHOP PRIMING A. Shop prime all steel surfaces except the following: 1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches. 2. Surfaces to be field welded. 3. Surfaces to be high-strength bolted with slip-critical connections. 4. Surfaces to receive sprayed fire-resistive materials (applied fireproofing). 5. Galvanized surfaces. 6. Surfaces to receive metal deck and/or shear studs fastened by welding. 7. Machine-finished surfaces(e.g., bearing surfaces of columns and column baseplates). B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: 1. Steel not exposed to view: SSPC-SP 3, "Power Tool Cleaning." 2. Steel exposed to view and not exposed to weather: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 3. Steel exposed to view and exposed to weather: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning" C. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 2 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. 1. Stripe paint corners, crevices, bolts,welds, and sharp edges. 2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection. Change color of second coat to distinguish it from first. 2.10 GALVANIZING A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123. 1. Fill vent and drain holes that will be exposed in the finished Work unless they will function as weep holes, by plugging with zinc solder and filing off smooth. 2. Galvanize lintels and shelf angles attached to structural-steel frame and located in exterior walls. ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-12 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 2.11 SOURCE QUALITY CONTROL A. For AISC-certified facilities, submit a written program for the proposed fabrication quality control testing and inspection. After review and acceptance of these documents by the Arch itect/Engineer, perform all shop testing and inspection as specified herein and as required for Fabricator's quality control testing and inspection program. B. For facilities not AISC-certified, the Owner's independent testing agency will perform all shop testing and inspection work listed herein, and the fabricator will be backcharged for this work. C. Owner's Testing Agency: Owner will engage an independent testing and inspecting agency to perform shop tests and inspections and prepare test reports. Provide the testing agency with the following: 1. Complete set of current reviewed shop and erection drawings. 2. Full and ample means and assistance for testing. 3. Access to and proper facilities (e.g., scaffolding,temporary work platforms, hoisting facilities, etc.) for inspection of the Work in the shop and field. D. Correct deficiencies in Work that test reports and inspections indicate do not comply with the Contract Documents. E. Structural Steel Fabrication Shop Quality Control Program: As a minimum, perform the following shop tests and inspections and submit daily reports of the results of all tests. State in each report whether the tested specimens conform to all requirements of the Contract Documents, and specifically note any discrepancies. If the inspections indicate defects in the Work, increase the degree of testing to insure that the full extent of defects in the joint are found and that similar defects are not present in similar joints. 1. Submit evidence that all welders employed in the Work hold current AWS certification for the welding procedures that each will perform. If recertification of welders is required, the retesting is the Fabricator's responsibility. a. Visually and acoustically inspect all headed anchor studs used on connection plates embedded in concrete or mortar. Check the shear stud installation for indications of insufficient or improper welding. Strike each stud sideways with a 3 pound sledge hammer to produce a ringing sound. Studs producing a hollow sound shall be replaced or rewelded. b. Visually inspect all fabrication operations, including dimensional and fit-up/alignment and control. C. Visually inspect all plate edges and rolled shape edges for material defects. d. Visually inspect material in accordance with AWS D1.1 e. Bolted Connections: Test and inspect shop-bolted connections according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." f. Welded Connections: Test and inspect shop-welded connections according to AWS D1.1 and the following inspection procedures: 1) Visual Inspection : a) Inspect all welding operations and welds, including edge preparation, fit-up, preheat, and adherence to welding procedures. Inspect welds prior to shop painting of steel. b) Measure the weld profiles for 20% of the length of each weld, at random 2) Magnetic Particle Testing: Test in accordance with ASTM E 709 for a minimum of: ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-13 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 a) 20% of all single plate connection fillet welds at random, final pass only. b) 20% of all continuity plate and bracing gusset plate fillet welds, at random, final pass only. c) 100% of tension member fillet welds (e.g., hanger connection plates and other similar connections)for root and final passes. d) 20% of length of built-up column member partial joint penetration and fillet welds at random for root and final passes. e) 100% of length of built-up girder member partial joint penetration and fillet welds for root and final passes. 3) Ultrasonic Testing: Test in accordance with ASTM E 164 for 100% of all complete joint penetration welds, braced and moment frame column splices, and a minimum of 20% of all other partial penetration column splices, at random. g. Ultrasonically test in accordance with ASTM A435 for laminations or other material defects at the following locations: 1) Column flanges and other plate material greater than 1-1/2" in thickness in the zone of welded beam/column moment connections. Extend the test area 9 inches above and below each beam flange and/or continuity plate, scanning 100% of the test area. 2) Built-up girder flange plates 2" or more in thickness for laminations. Extend the testing area for the full width of the flanges for 5'-0" on each side of the column transfer location. 2. Schedule all work to allow the testing requirements listed above to be completed. 3. Testing and inspection do not relieve the Contractor of the responsibility for providing materials and fabrication procedures in compliance with the specified requirements. PART 3 -EXECUTION 3.01 EXAMINATION A. Verify,with steel Erector present, elevations of concrete-and masonry-bearing surfaces and locations of anchor rods, bearing plates, and other embedments for compliance with requirements. 1. Contractor's registered surveyor shall prepare and submit three (3) copies to the Architect/Engineer a certified survey of bearing surfaces, anchor rods, bearing plates, and other embedments showing dimensions, locations, angles, and elevations. B. Report any discrepancies to the Architect/Engineer before proceeding with erection. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Provide temporary shores, guys, braces,flooring, planking, scaffolding, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place unless otherwise indicated. 1. The design, strength, safety and adequacy of all temporary bracing and methods of construction are the responsibility of the Contractor. This responsibility includes the safety and stability of the work at all stages of erection until the permanent lateral load resisting system of the structure ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-14 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 becomes fully effective. No action by the Architect/Engineer will eliminate, lessen, or restrict this responsibility in any manner. 2. Do not remove temporary shoring supporting composite deck construction until cast-in-place concrete has attained its design compressive strength. 3.03 ERECTION QUALITY CONTROL A. If the steel installer is not AISC certified, submit the following: 1. Evidence that all welders to be employed in the work hold current AWS certification for the welding procedures that each will perform. 2. Written welding procedures. A copy of all welding procedures shall be kept on-site at all times. Confirm that written welding procedures are compliant with AWS specifications. Submit evidence that welding procedures are used by welders. 3. Written bolt-tightening procedures. A copy of all bolt-tightening procedures shall be kept on-site at all times. Confirm that written bolt-tightening procedures are compliant with the Research Council on Structural Connections (RCSC) specifications. Submit evidence that bolt-tightening procedures are used by workers. 4. Evidence that crane operators are certified by the National Commission for the Certification of Crane Operators or are equivalently trained and experienced. 5. Evidence that project-specific erection plans with hoisting and erection requirements are communicated and implemented in the field. 3.04 ERECTION A. Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360. B. Base, Bearing, and Leveling Plates: Clean concrete-and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates. 1. Temporarily set plates for structural members on leveling nuts. Provide shims as required. 2. Snug-tighten anchor rods after supported members have been positioned and plumbed. Do not remove shims but, if protruding and exposed to view, cut off flush with edge of plate before packing with grout. 3. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written instructions. C. Maintain erection tolerances of structural steel within AISC 303. D. Align and adjust various members that form part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of structure. 2. Use drift pins only to bring parts together; do not use drift pins in a manner which distorts or damages structural members. 3. Make allowances for difference between temperature at time of erection and mean temperature when structure is completed and in service. E. Splice members only where indicated. F. Do not use thermal cutting during erection without prior written approval of the Architect/Engineer. ©2022 Ai-Alt Structural Engineering PLLC Structural Steel 05 12 00-15 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 G. Do not enlarge misaligned holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts. H. Shear Studs: Prepare steel surfaces as recommended by manufacturer. Use automatic end welding of shear studs according to AWS D1.1 and manufacturer's written instructions. I. Install sliding connections of the design indicated. Exercise particular care during installation to ensure proper functioning of these connections as sliding joints. 3.05 FIELD CONNECTIONS A. High-Strength Bolts: Install high-strength bolts according to RCSC's"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts"for type of bolt and type of joint specified. B. Weld Connections: Comply with AWS D1.1 for tolerances, appearances, welding procedure specifications,weld quality, and methods used in correcting welding work. 1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds. 2. Use shielded metal arc or flux core welding for all field welding. 3. Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding tolerances in AISC 303 for mill material. 4. Remove backing bars or runoff tabs where indicated, back gouge, and grind steel smooth. 3.06 PREFABRICATED BUILDING COLUMNS A. Install prefabricated building columns to comply with AISC 360, manufacturer's written recommendations, and requirements of testing and inspecting agency that apply to the fire-resistance rating indicated. 3.07 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspect field welds and high-strength bolted connections. B. Bolted Connections: Test and inspect bolted connections according to RCSC's"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." 1. Assign an identification symbol or mark to each bolting crew working on the project. Use this identification on each joint completed. 2. Visually inspect all anchor-rod nut installation and tightening. 3. Inspect the job site calibration of each size bolted fastener assembly and installation technique in the calibrated tension measuring device. Verify that the proper bolt pretension listed in Table 8.1 of the RCSC"Specification" is achieved and that installation equipment is of sufficient capacity. 4. Periodically monitor field bolting procedures during bolt installation. Verify that all bolts in all connections are brought to a "snug tight" condition with all plies of the connection in firm contact. Verify that bolts in connections identified as either slip-critical or direct tension connections are being additionally tightened by the proper technique(s) determined in the tension testing device described above. 5. Confirm that all bolted connections are being installed in accordance with the procedures outlined in the RCSC"Specification." C. Welded Connections:Visually inspect all field welds according to AWS D1.1. ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-16 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1. Provide temporary enclosures, shielding, etc., to protect joints to be welded against the elements during all welding operations. 2. Magnetic Particle Testing: Test in accordance with ASTM E 709 for a minimum of: a. 20%of the length of every field fillet weld, at random, final pass only. b. 25% of the length of every field partial-joint-penetration groove weld, except column splices, at random, root and final passes. 3. Ultrasonic Testing: Test in accordance with ASTM E 164 for a minimum of: a. 100% of every field complete-joint-penetration groove weld. b. 25%of the length of every field partial joint penetration column splice, at random. D. Testing agency shall submit inspection reports promptly and in writing to Arch itect/Engineer, Owner, and Contractor. E. After erection, remove all loose mill scale, loose rust, oil, grease, or other bond-inhibiting foreign substances from steel to receive spray-applied fire-resistive coating. F. Correct deficiencies in Work that test reports and inspections indicate does not comply with the Contract Documents. 3.08 FABRICATION AND ERECTION TOLERANCES A. Unless otherwise noted, level and plumb individual members of the structure to an accuracy of 1 in 500, and erect structural steel to within the tolerances specified in the AISC 303. Base all leveling and plumbing on the mean operating temperature of the structure. Make allowances for the differences in temperature at time of erection and the mean temperature at which the structure will be when completed and in service. Base all measurements relating to tolerances on the theoretical centerline of the columns. Plumb and align columns as follows: 1. Columns adjacent to elevator shafts-accurate to 1:1000, not to exceed 1"for their full height. 2. All exterior columns - within 1" of the theoretical centerline either toward or away from the building. 3. The centerline of any two (2) adjacent exterior columns - within 3/4" of each other either toward or away from the building. 4. All intermediate exterior columns-within 3/4"of a line between the corner columns. 3.09 FIELD SURVEYS OF COMPLETED STRUCTURE A. Establish bench marks and survey the base structure for dimensional extremes before proceeding with erection to determine the range of any required compensating adjustments. Survey actual column locations, including vertical elevations and plumbness, immediately upon the completion of every tier of steel. Promptly submit report to the Architect/Engineer. Include resurvey of tier below. Should column locations vary beyond the allowable tolerances, promptly notify Architect/Engineer and submit proposed corrective measures to the Architect/Engineer for review and acceptance prior to proceeding with the work. Survey the final erected structural steel frame prior to the application of any other work, and report any discrepancies from Contract requirements to the Architect/Engineer. 3.10 CORRECTIVE WORK A. Report to the Architect/Engineer any structural steel members or assemblages having fabrication errors, erection errors, or deformations preventing proper assembly and fitting of parts. ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-17 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 B. Submit Drawings and Calculations to the Architect/Engineer showing the reasons for and details of proposed corrective work. Perform the corrective work only after the Architect/Engineer has reviewed and accepted the corrective procedures. C. Corrective work, including any additional tests that may be necessary to show compliance of corrected work, shall be performed at no additional cost to the Owner. D. All costs associated with the Arch itect/Engineer's review will be backcharged to the Contractor. 3.11 REPAIRS AND PROTECTION A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A 780. B. Touchup Painting: Immediately after erection, clean exposed areas where primer is damaged or missing and paint with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. 1. Clean and prepare surfaces by SSPC-SP 3 power-tool cleaning. END OF SECTION ©2022 Ai Alt Structural Engineering PLLC Structural Steel 05 12 00-18 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 SECTION 06 48 00 WOOD FRAMES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Exterior frames and jambs. 2. Interior frames and jambs. 3. Shop priming wood frames and jambs. 4. Shop finishing wood frames and jambs. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product, including fire-retardant-treated materials and finishing materials and processes. 1. Include data for fire-retardant treatment from chemical-treatment manufacturer and certification by treating plant that treated materials comply with requirements. B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large- scale details, attachment devices, and other components. 1. Show details full size. 2. Show locations and sizes of concealed blocking and reinforcement specified in other Sections. 3. Apply WI Certified Compliance Program label to Shop Drawings. 4. Apply AWI Quality Certification Program label to Shop Drawings. C. Samples for Initial Selection: 1. Shop-applied transparent finishes. 2. Shop-applied opaque finishes. ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-1 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1.04 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer and fabricator. B. Product Certificates: For each type of product. C. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. D. Evaluation Reports: For fire-retardant-treated materials, from ICC-ES. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. B. Installer Qualifications: Certified participant in AWI's Quality Certification Program. C. Testing Agency Qualifications: For testing agency providing classification marking for fire-retardant-treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. D. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups of typical wood frames as shown on Drawings. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.06 DELIVERY, STORAGE, AND HANDLING A. Do not deliver wood frames until operations that could damage wood frames have been completed in installation areas. If wood frames must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions"Article. 1.07 FIELD CONDITIONS A. Weather Limitations for Exterior Work: Proceed with installation of exterior wood frames only when existing and forecasted weather conditions permit work to be performed and at least one coat of specified finish to be applied without exposure to rain, snow, or dampness. B. Environmental Limitations for Interior Work: Do not deliver or install interior wood frames until building is enclosed, wet work is complete, and HVAC system is operating ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-2 April 29,2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. C. Environmental Limitations for Interior Work: Do not deliver or install interior wood frames until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during the remainder of the construction period. D. Field Measurements: Where wood frames are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support wood frames by field measurements before being enclosed, and indicate measurements on Shop Drawings. E. Established Dimensions: Where wood frames are indicated to fit to other construction, establish dimensions for areas where wood frames are to fit. Coordinate construction to ensure that actual dimensions correspond to established dimensions. 1.08 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related. units of Work specified in other Sections to ensure that wood frames can be supported and installed as indicated. PART 2 -PRODUCTS 2.01 WOOD FRAMES, GENERAL A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of wood frames indicated for construction, finishes, installation, and other requirements. 1. Provide labels and [certificates from AWI certification program indicating that woodwork, including installation, complies with requirements of grades specified. 2. The Contract Documents contain selections chosen from options in the quality standard and additional requirements beyond those of the quality standard. Comply with those selections and requirements in addition to the quality standard. B. Wood Species: Spruce-pine-fir lumber species. C. Fire-Rated Interior Frames and Jambs: Products fabricated from fire-retardant particleboard with veneered exposed surfaces or fire-retardant medium-density fiberboard and listed and labeled by a testing and inspecting agency acceptable to ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-3 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. 1. Fire Rating: 20 minutes. 2.02 WOOD MATERIALS A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of wood frame and quality grade specified unless otherwise indicated. 1. Do not use plain-sawn softwood lumber with exposed, flat surfaces more than 3 inches wide. 2. Wood Moisture Content for Exterior Materials: 9 to 15 percent. 3. Wood Moisture Content for Interior Materials: 5 to 10 percent. B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of wood frame and quality grade specified unless otherwise indicated. 1. Medium-Density Fiberboard: ANSI A208.2, Grade 130. 2. Particleboard: ANSI A208.1, Grade M-2. 3. Particleboard: Straw-based particleboard complying with requirements in ANSI A208.1, Grade M-2, except for density. C. Water-Repellent Preservative Treated Materials: Comply with AWPA N1 (dip, spray, flood, or vacuum-pressure treatment) for exterior wood frames indicated to receive water-repellent preservative treatment. 1. Preservative Chemicals: 3-iodo-2-propynyl butyl carbamate IPBC, combined with an insecticide containing chloropyrifos (CPF). 2. Use chemical formulations that do not bleed through or otherwise adversely affect finishes. Do not use colorants in solution to distinguish treated material from untreated material. 3. Extent of Water-Repellent Preservative Treatment: Treat all exterior wood frames unless otherwise indicated. 2.03 FIRE-RETARDANT-TREATED MATERIALS A. Fire-Retardant-Treated Materials, General: Where fire-retardant-treated materials are indicated, use materials complying with requirements in this article that are acceptable to authorities having jurisdiction and with fire-test-response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. 1. Identify fire-retardant-treated materials with appropriate classification marking of qualified testing agency in the form of removable paper label or imprint on surfaces that will be concealed from view after installation. ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-4 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 B. Fire-Retardant-Treated Lumber: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test. 1. Kiln dry lumber after treatment to a maximum moisture content of 19 percent. C. Fire-Retardant Particleboard: Panels complying with the following requirements, made from softwood particles and fire-retardant chemicals mixed together at time of panel manufacture to achieve flame-spread index of 25 or less and smoke-developed index of 25 or less per ASTM E 84. 1. For panels 3/4 inch thick and less, comply with ANSI A208.1 for Grade M-2 except for the following minimum properties: modulus of rupture, 1600 psi; modulus of elasticity, 300,000 psi; internal bond, 80 psi; and screw-holding capacity on face and edge, 250 and 225 IV, respectively. D. Fire-Retardant Fiberboard: Medium-density fiberboard panels complying with ANSI A208.2, made from softwood fibers, synthetic resins, and fire-retardant chemicals mixed together at time of panel manufacture to achieve flame-spread index of 25 or less and smoke-developed index of 200 or less per ASTM E 84. 2.04 MISCELLANEOUS MATERIALS A. Exterior Blocking, Shims, and Nailers: Softwood or hardwood lumber, pressure- preservative treated, fire-retardant treated, kiln dried to less than 15 percent moisture content. 1. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC3b. a. Kiln dry lumber after treatment to a maximum moisture content of 19 - percent. b. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. C. Mark lumber with treatment quality mark of an inspection agency approved by the American Lumber Standards Committee's (ALSC) Board of Review. B. Interior Blocking, Shims, and Nailers: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. C. Nails for Exterior Use: Aluminum, hot-dip galvanized or stainless steel. D. Screws for Exterior Use: Aluminum, bronze, hot-dip galvanized or stainless steel. E. Provide self-drilling screws for metal-framing supports, as recommended by metal- framing manufacturer. F. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-5 April 29,2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. 2.05 FABRICATION A. Fabricate wood frames to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Edges of Solid-Wood (Lumber) Members: 1/16 inch unless otherwise indicated. 2.06 SHOP PRIMING A. Exterior Wood Frames for Opaque Finish: Shop prime with one coat of wood primer specified in Section 099113 "Exterior Painting." B. Exterior Wood Frames for Transparent Finish: Shop seal with stain (if required), other required pretreatments, and first coat of finish as specified in Section 099300 "Staining and Transparent Finishing." C. Interior Wood Frames for Opaque Finish: Shop prime with one coat of wood primer specified in Section 099123 "Interior Painting." D. Interior Wood Frames for Transparent Finish: Shop seal with stain (if required), other required pretreatments, and first coat of finish as specified in Section 099300 "Staining and Transparent Finishing." E. Preparations for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing wood frames, as applicable to each unit of work. 1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of wood trim. 2.07 SHOP FINISHING A. General: Finish wood frames at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. B. General: Shop finish transparent-finished wood frames at fabrication shop as specified in this Section. Refer to Section 099113 "Exterior Painting" and Section 099123 "Interior Painting"for field finishing opaque-finished wood frames. C. General: Drawings indicate items that are required to be shop finished. Finish such items at fabrication shop as specified in this Section. Refer to Section 099113 "Exterior Painting", Section 099123 'Interior Painting" and Section 099300 "Staining and Transparent Finishing"for field finishing wood frames not indicated to be shop finished. ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-6 April 29, 2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 D. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing wood frames, as applicable to each unit of work. 1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of wood frames. Apply two coats to end-grain surfaces. E. Transparent Finish for Exterior Frames: Comply with Section 099300 "Staining and Transparent Finishing." F. Opaque Finish for Exterior Frames: Comply with Section 099113 "Exterior Painting." PART 3 -EXECUTION 3.01 PREPARATION A. Before installation, condition wood frames to average prevailing humidity conditions in installation areas. B. Before installing wood frames, examine shop-fabricated work for completion and complete work as required, including removal of packing and backpriming. 3.02 INSTALLATION A. Grade: Install wood frames to comply with same grade as item to be installed. B. Assemble wood frames and complete fabrication at Project site to the extent that it was not completed in the shop. C. Install wood frames level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches. D. Scribe and cut wood frames to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Fire-Retardant-Treated Wood: Handle, store, and install fire-retardant-treated wood to comply with chemical treatment manufacturer's written instructions, including those for adhesives used to install woodwork. F. Anchor wood frames to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork. 1. For shop-finished items, use filler matching finish of items being installed. G. Touch up finishing work specified in this Section after installation of wood frames. Fill nail holes with matching filler where exposed. ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-7 April 29,2022 Sunset Hotel Lobby Building Bulletin 1 62005 CR 48, Greenport, NY 11944 Ai-Alt File No. 22091 1. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only sealer/prime coats are applied in shop. H. Refer to Section 099123 "Interior Painting" and Section 099300 "Staining and Transparent Finishing" for final finishing of installed wood frames not indicated to be shop finished. 3.03 ADJUSTING AND CLEANING A. Repair damaged and defective wood frames, where possible,, to eliminate functional and visual defects; where not possible to repair, replace wood frames. Adjust joinery for uniform appearance. B. Clean wood frames on exposed and semiexposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas. END OF SECTION 064800 ©2022 Ai Alt Structural Engineering PLLC Wood Frames 06 48 00-8 AG� C Eil I838 May 6, 2022 r�F�NP04 236 THIRD STREET GREENPORT, NY 11944 Suffolk County Department of Health Services Office of Wastewater Management Tel (631) 477-0248 360 Yaphank Avenue, Suite 2C Fax: (631)477-1877 Yaphank, NY 11980 MAYOR Re: Motel at 62005 Route 48 GEORGE W. HUBBARD,JR. EXT. 215 Greenport, New York SCTM# 1001-40-01-01 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: MARY BESS PHILLIPS DOUGLAS W. ROBERTS Please be advised that the above referenced property is located within JULIA ROBINS an area served by the Village of Greenport. Connection to the Village of Greenport's sewer system is available to service this property based VILLAGE on plans submitted to the Village on March 14th, 2022 subject to final ADMINISTRATOR approval of the pump station facility. PAUL]. PALLAS, P.E. EXT. 219 Should you have any questions or require any additional information, CLERK please feel free to contact me at (631) 477-0248 x219 SYLVIA PIRILLO, RMC EXT. 206 41 IL TREASURER Paul ]. Has P.E., Village Administrator ROBERT BRANDT Village of Greenport EXT. 217 cc: Daniel Pennessi - via email L11AA L. K. McLean Associates, P. C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 '- 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. May 4,2022 Sunset Motel 62005 Route 48 Greenport,NY 11944 Attn: Daniel Pennessi, Owner Re: Sunset Motel Complex: New Sewer Pump Station&Forcemain Connection to Village Proposal for Site Civil Design&Permitting Services Dear Daniel: L.K. McLean Associates, P.C. (LKMA) is pleased to respond to your request for a proposal providing professional Site/Civil Engineering services relative to the proposed sewer collection and pump station associated with your next phase of development at the above referenced property in Greenport. It is our understanding that a new lodging structure is proposed along the east side of the lot and will require a sanitary connection to the Village of Greenport's Sewer System. Preliminary discussions have taken place between your office and Paul Pallas P.E. of the Village. The new system would connect all existing buildings to a gravity collection system which will terminate at a new pump station situated along the west side of the property. A sewer forcemain would then exit the pump station and connect to the sewer main (manhole) located along the south side of County Road 48. DESIGN OF SANITARY COLLECTION SYSTEM IN ACCORDANCE WITH SCDHS STANDARDS The property will be served by the Village of Greenport's sewer system. LKMA understands that a sanitary collection system (gravity) will be designed within the existing and proposed motel complex. A sewer manhole and associated infrastructure would need to be constructed on the site which would pump the sewage to the Village's sewer main on County Road 48. The Suffolk County Department of Health Service's Division of Wastewater Management will use the standard motel unit flows and floor area flows for all other buildings that support the lodging complex. The sanitary collection system would be designed to coincide with the existing and proposed building layout. LKMA has a proven track record of successfully obtaining SCDHS approval on numerous projects for municipalities, private developers and residential house builders. Our office is two miles from the SCDHS Division of Wastewater Management & Department of Public Works offices in Yaphank which makes it very convenience to meet with plans examiners when needed. We assume that all connection and application fees would be paid by the applicant(Sunset Motel). In order to receive approval of a sewage disposal system the Health Department would require approval of the water supply system as well. LKMA would be responsible to route the water distribution system within the site and to each building. The Project's MEP Engineer would be responsible for all water TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Page 1 of 3 Since 1950 a LIKAIA L. K. McLean Associates, P.C. distribution (including protection of the water system) within each building. We assume the existing water service has a reduced pressure zone device installed to protect the public water supply system. As mentioned earlier, we would complete a Short Environmental Assessment Form (SEAF) unless already submitted with the Sketch Plan for the purpose of the obtaining a negative declaration from the Town of Southold. A SEQRA determination of significance is needed for preliminary approval from the SCDHS (red-stamped plans)and Village of Greenport. In addition to the site's water distribution plan (new service), the site's Grading and Drainage Plan along with the Site Plan would need to be prepared in advance of completing the sanitary system design. Proposed elevations, the separation (distances) of the new sanitary collection system's location with respect to buildings, property line, drainage and water services are all important design criteria for the site sanitary design. ASSUMPTIONS 1. LKMA will be provided with a CAD file of the latest survey by Nate Corwin LS. 2. If the owner has a test hole that information will be provided to LKMA. If a test hole has not been conducted (ever)the Owner would pay McDonald Geoscience directly for a new test hole to be excavated for design and permitting purposes. 3. LKMA will not be responsible for any fees to necessary agencies for approvals or permitting. 4. Any work in the Right-of Way will be permitted with the SCDPW (Highway Work Permit) separately. 5. The Owner's Architect and/or MEP Engineer will support the flow calculations by providing fixture counts if necessary. 6. The sanitary site plan would be used to obtain a SEQR determination by the Town of Southold. This proposal does not include any site design to obtain Site Plan Approval from the Town. LUMP SUM FEES AND PAYMENT BENCHMARKS Sunset Motel will pay L.K. McLean Associates, P.C. for the satisfactory performance of the professional services indicated. Fees shall include LKMA's operational costs, consumable items, and travel costs with the project. The work shall be billed on a monthly basis and expressed as a percentage completed for the specific tasks listed below and described earlier in the proposal. The total cost shall not be exceeded unless authorized by additional work from the client. A. DESIGN OF SANITARY COLLECTION SYSTEM $29,950.00 TOTAL FEE: Upon receipt of a proper invoice Sunset Motel will pay LKMA monthly for work performed up to the total fee indicated. TERMS AND CONDITIONS OF PROFESSIONAL SERVICES CONTRACT The terms and conditions associated with our contract are defined separately and have been attached to his proposal. LKMA has signed two (2) copies of the Terms and Conditions of Professional Services Contract document and requests one fully executed copy be returned for our records. Page 2 of 3 L11AAL. K. McLean Associates P.C. PAYMENT TERMS Sunset Motel agrees to pay LKMA within 30 days after receipt of a properly submitted invoice. A 1.5 percent late fee will be applied to outstanding invoices where payment is not received within the 30 days indicated. LKMA reserves the right to suspend services and to terminate the Contract in the event of non- payment as defined in this proposal and in the attached Terms and Conditions of Professional Services Contract(0). INSURANCE LKMA has attached an insurance certificate in accordance with the attached Terms and Conditions of Professional Services Contract(#4). Should you have any questions regarding this proposal, please feel free to contact me. If you are in agreement with this proposal, kindly have a signed copy accompanied by the executed Terms and Conditions document returned to our office. This will constitute authorization for LKMA to begin the work. If you should have any.questions relative to this proposal or the attached documents, please do not hesitate to call our office directly. Very Truly Yours; CFD: cfd Christopher F. Dwyer, Associate L.K. McLean Associates PC Approval: Dated: Daniel Pennessi, Owner—Sunset Motel Page 3 of 3 wewroatc Agriculture senor \ FSI-303(03/22!2021) and Markets APPLICATION FOR FOOD PROCESSING ESTABLISHMENT LICENSE—ARTICLE 20-C NYS Department of Agriculture and Markets Attn: Food Safety License Unit 10B Airline Drive, Albany, New York 12235 Office Use Only PROJECTED OPENING DATE: Q Q/j�l/a�� Count Code-Est. No. LICENSE FEES(CHECK WHERE APPROPRIATE): Entity No. $0 No Fee $175.00 1 ✓ $400.00 Receipt No. Production in a Small-Scale Processor,is ALL OTHERS Verification No. Incubator/Shared Kitchen NOT a Chain Store/Franchise for First-time applicant and employs NO more than INSTRUCTIONS for the first Two(2)years Ten(10)Full Time Employees Read and complete both sides of this application. An original signature of owner or corporate NOTICE Regarding Fees officer or LLC managing member is required In The commissioner shall waive the license fee for two years for a first-time applicant that Section(8).Non-Refundable Application Fee. processes food In a kitchen incubator food processing facility,which for the purposes of Please ensure that you are applying for the this section is a food processing facility used by multiple small and emerging food correct license. processing businesses,including both full-time facility tenants and businesses that rent space on a temporary basis. This application Is only for those establishments that prepare or process food at the location listed below.Inspections are scheduled after applications are received and reviewed.No license will be issued until an establishment receives a satisfactory Inspection. (1)Individual Owner Name,Partnership(name all partners)or Full Name of the Corporation: County: Swallowtail Management LLC Suffolk Trade Name: Bu yRI 'I,n T,gletahope Number: Hotel Moraine �F L lt;6 I Processing Facility Address Street: City: State: Zip: 62005 Route 48 Greenport NY 111944 E-mail Address: Bank Name: danielpennessi@gmail.com Dime Bank (2)Optional Mailing Address: Street: City: State: Zip: (3)Identification Number: Federal ID Number. OR Social Security Number. 83-1646812 (4)Please list sole proprietors and all officers of a corporation or cooperative.If applicant is a partnership,LLC or LLP,list partners/members (attach list if necessary).If applicant is a non-public corporation,list shareholders(attach list If necessary). Name Please Print Title Contact Address Street&No.,City,State,Zi Date of Birth Kristen Pennessi President 62005 Route 48, Greenport, NY 11944 6/7/1983 Daniel Pennessi Vice President 62005 Route 48, Greenport, NY 11944 5/12/1980 (4a.)Principal Office Address: 62005 Route 48, Greenport, NY 11944 (4b.)In what state incorporated? NY (4c.)Date of Incorporation 8/21/2018 (4d.) Are you a foreign or out-of-New-York-state individual,partnership,or corporation?(Check One) Yes❑ No (4e.)For foreign or out-of-New-York-state corporations: Date of filing in New York State? (4f.)If out-of-New-York-state,the applicant agrees to accept service of process by first class mail to the designated individual at the said address below which shall constitute good and proper service of process. Designated: Address: (PLEASE COMPLETE REVERSE SIDE) (5)List all food preparation or processing activities and the food prepared or processed at this location to be covered by this license. For example: cook or heat foods,grind meats,slice cold cuts,cheese,fish,fruit,etc.,cappuccino machine,repack ready-to-eat foods or ice. Cook or heat foods, slice meat and cheese,cappuccino maching, repack ready-to-eat foods. (6) Retail Food Stores applying for food processing establishment licenses must submit a copy of its certificate indicating that an individual in a position of management or control assigned to the store has successfully completed an approved Food Safety Education Program Course for each location.A list of approved courses can be found on the Department website www.Agricufture.ny.cov under Food Safety link. The following retail food stores are exempt from this requirement: a. Food stores that have as Its only full-time employees the owner or the parent,spouse or child of the owner,or in addition not more than two full- time employees. b. Food stores that had an annual gross Income of less than$3 million in the previous calendar year,excluding petroleum products,unless the food store is part of a network of subsidiaries,affiliates or other member stores,under direct or indirect control,which,as a group,had annual gross sales of the previous calendar year of$3 million or more. Check one of the following: An exemption from this requirement is requested for the following reason(s)Annual gross income of less than$3 million. A copy of our Food Safety Education Program(FSEP)Certificate Is enclosed with this application (7)Workers Compensation Law requires that businesses seeking state issued permits demonstrate that they have appropriate Workers Compensation Insurance(WCI). Indicate your WCI status: Pol Insured with Travelers OR �:cempt from WCI Name of Insurance Provider (8)The undersigned applies for a license pursuant to Article 20-C of the Agriculture and Markets Law of the State of New York to conduct the food processing operations listed above,at this location only. New or additional food processing activities are to be reported to this Department for approval prior to the start of the processing operation. Any false statements made,in addition to being the possible basis for a revocation on any license issued as a result of this application,may be punishable under the provisions of Section 210.45 of the Penal Law of the State of New York. NOTE:Your application for a license is subject to denial and/or revocation,if,after a hearing,it is determined that the applicant,licensee,officer,director, partner or share/stockholder,has been convicted of,or has pled guilty to,a felony In any court of the United States or any State or territory thereof,with respect to an offense Involving;food safety,food adulteration or food misbranding. "PLEASE ENSURE ALL QUESTIONS AND FIELDS ARE ANSWERED/COMPLETED BEFORE PROCEEDING" Any unanswered questions will result in the denial of your application which PROHIBITS you from operating your business In the State of New York.If your application is denied you must complete and re-submit your application again.Your original application and check will be returned.Please allow 60 days for application processing and once received cost your license in a conspicuous place. Providing your signature below acknowledges your understanding of requirements listed herein and that you agree to comply with the requirements of Article 20-C. OR1 LSI N' TUR OF OWNER_ , PARTNER OR CORPORATE OFFICER TITLE DATE Vice President 2/7/2022 AUTHORIZATION AND PURPOSE Disclosure of your federal employer identification numbers is mandatory and is authorized by Section 5 of the New York State Tax Law. This information is collected to enable the Department of Taxation and Finance to identify individuals,businesses and others who have been delinquent in filing tax returns or may have understated their tax liability and to generally identify persons affected by the Tax Law administered by the Commissioner of Taxation and Finance administering the Tax Law and for any other purpose authorized by the Tax Law.The authority to solicit the information requested above is found in Section 16 of the Agriculture and Markets Law in the sections relating to the specific license you are seeking.This information is collected to enable the Department to evaluate your application,to determine if it should be issued and to assist in the enforcement and administration of the Agriculture and Markets Law. If you have questions about the information requested,call(518)457-7139;e-mail agr.sm.foodlicense@agriculture.ny.gov;or write to: NYS Department of Agriculture and Markets;Attn:Food Safety License Unit;10B Airline Drive;Albany, NY 12235. YORK Agriculture STATE and Markets One Time Credit Card Payment Authorization Form Not to Be Completed by Those Processors Listed as Fee Exempt on Page 1 of the APPLICATION FOR FOOD PROCESSING ESTABLISHMENT LICENSE—ARTICLE 20-C Sign and complete this form to authorize The NYS Department of Agriculture and Markets to make a one-time charge to your credit card listed below. Please mail to the address below. By signing this form, you give us permission to charge your account for the amount indicated on or after the indicated date. This is permission for a single transaction only and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: I Daniel Pennessi , authorize the NYS Department of Agriculture and Markets to charge my credit card account in the amount of: $175.00 Small-Scale Processor OR 9$400.00 Food Processor This payment is for a: FOOD PROCESSING LICENSE Billing Address 43 Appleton Place Phone#9145827861 City Dobbs Ferry State NY Zip 10522 Email danielpennessi@gmail.com Account Type: Visa OlvIasterCard AMEX Discover Cardholder Name Swallowtail Management/Kristen Pennessi FOR OFFICE USE ONLY Account Number 376742640761006 Expiration Date 10/26 Estab No.: CW2 (3 digit numb. on baa/MC V' a/MC 4 digits on front of AMEX) 7911 License No.: r SIGNATURE DATE 2/7/2022 I authorize the NYS Department of Agrlcult a and Markets to charge the credit card indicated in this authorization form according to the terms outlined above.This payment authorization Is for a Food Processing License,for the amount indicated above only,and Is valid for one time use only. I certify that I am an authorized user of this credit card. *** Non Refundable Application Fee*** Please be sure you are applying for the correct license. 17 -Alt Suffolk County Department of Labor, Lice ns ing & Consumer Affairs A VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 02/07/2022 No. HI-66168 I NNit SUFFOLK COUNTY Home Improvement Contractor License T gl, This is to certify that Sergio R Ara' ujo doin business as .srlSergio General Contracting Corp �"M having Runished the requkements set forth in accordance with and subject tothe provisions of applicable J laws, rules and regulations of the County of Sliffolk, State of Ndw York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR; in the County of Suffolk. NOT VAUM WrMOUT DEPARTMENTAL SEAL Resh lictions Additional Businesses T" H50-Renovations AND A CURRENT CONSUMER AFFAIRS ID CARD "A ffV. "y 4� Rosalie Drago Commissioner it -x .......... �121 111 Ti W A� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0. � R A A A A A A 522454246 JOYCEINSURANCE 2 JOYCE PLAZA Q . STONY POINT NY 10980 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SERGIO GENERAL CONTRACTING CORP. NORTH ROAD HOTEL LLC 22 NORIAS ROAD 62005 ROUTE 48 GREENWICH CT 06830 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2275 662-1 666767 04/20/2021 TO 04/20/2022 3/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2275 662-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SERGIO ARAUJO SERGIO GENERAL CONTRACTING CORP. 1 OF 1 THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,I NSU RANCE FUND UNDERWRITING VALIDATION NUMBER:772283755 U-26.3 �(_� R workers' CERTIFICATE OF INSURANCE COVERAGE `— srOA E Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SERGIO GENERAL CONTRACTING CORP. 914-804-2022 42 SHERMAN STREET,#1 PORT CHESTER,NY 10573 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 522454246 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company North Road Hotel LLC 3b.Policy Number of Entity Listed in Box"l a" 62005 Route 48 DBL357231 Greenport NY 11944 3c.Policy effective period 03/23/2021 to 03/22/2023 4.,Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. E] B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/21/2022 By ww 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 413,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DIB-120.1 (12-21) 111111111 � 1111111 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form,is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (12-21)Reverse AC40 CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 3//8/2028/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to,the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Barnby Joyce Joyce Insurance PHONE 845 942-7200 y HO E Ext): (A1C,No): 2 Joyce Plaza ADDRESS: service@joyceins.com INSURER(S)AFFORDING COVERAGE NAIC# Stony Point NY 10980 INSURER A: MERCHANTS NATL INS CO 12775 INSURED INSURER B: MT HAWLEY INS CO 37974 SERGIO GENERAL CONTRACTING CORP INSURER C: 22 NORIAS RD INSURER D: INSURER E: GREENWICH CT 06830-6916 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY hxP LTR TYPE OF INSURANCE INSD WD POLICY NUMBER (MM/DD/YYYY) (MM/DDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A Y Y NB45613287GL 03/22/2022 03/22/2023 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 x POLICY FJECT ❑LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPhK I Y DAMAUL $ AUTOS ONLY AUTOS ONLY (Per accident) x UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE NB4512869CUMB 03/22/2022 03/22/2023 AGGREGATE $ 5,000,000 DED RETENTION$ EBLIA $ 100,000/500,000 ORKERS COMPENSATIONUlh- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? N/A W2275662-1 04/20/2021 04/20/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder named as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25,PO Box 1179 AUTHORIZED REPRESENTATIVE �a��yy Jrryyc� Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 2 3 4 5 ldwmft� MAft "Minh, AdIM10% H � 1 r--I r% tn h d t 91 11 r 00 A Afto , 0 %e% 17% d ain wimmin A 62005 North eve York Revised J 2022 hong WondSound O O B ■ B 0 ■ 1 UP 1 411 1 t Q Q ' I O ♦ • C ` C List of Drawings ° ad Cover Sheet 000kl R° A SP-1 of 6 Overall Site Layout, Pool Enclosure, Notes & Schedule SP-2 of 6 Pool Layout, Piping and Cross Sections SP-3 of 6 Pool Schematic, Filter Pad, Toilet Facilities & Calculations OWNER „ SP-4 of 6 Details JAN 2 7 2022 La 0 SP-5 of 6 Details ® RoadLLC North Road Hotel SP-6 of 6 Notes & Specifications Hotel S.C.T.M.No.: 100-400-100-10 62005 Route 48 Greenport, New York 11944 ..E�: `R.�,;.a94v�-''�fX �,2i.a<�,1? '•ej �q{_w�e: $ �E�}I F�� "a3:.,.yyy .��N•�'9`�i'<S<' e:F`§:::�4✓�$ , Y � , ,.�-.d .. ..n.�v,:eir,. ,.�� Daniel PennessiriK 914-582-7861 aro xAV �� Rr. :_ 06, PREPARED BY eeeh , R & W Engineers ' ■ CM Larry A. Fubinson, P.E. 380 Townline Road - Suite 150 i►. ., .. Hauppauge , New York 11788 631 -969-8535 Fax 631 -969-8518 - ��{ County Review Stamp Location No.: 68956 1 2 3 4 5 1 2 3 4 5 Test Hole by McDonald Geoscience Proposed Pool Design Data Schedule Chlorine Demand Permit Notes December 1, 2021 Area (Square Feet y 800 Salt Chlorine Calculation 1. Owner will obtain Count Permit to construct the pool. Work must be Volume Gallons 24,000 Lbs of CI/Day= 90 GPMx60 Min/Hrx24 Hrs/Dayx8.34 Lbs/Galx 5ppm performed in accordance with approved plans. Perimeter Lineal Feet 120 1,000,000 2. Contractor shall file for and obtain local Building Department permits. Minimum Water Depth 3 Ft. 6 In. = 5.41 Lbs of CI/Day 3. Contractor to obtain and provide electrical approval certificate. Maximum Water Depth 5 Ft. 0 In. Salt Chlorine Generator (Primary Sanitizer) Design Note: 14. Contractor to obtain potable water work permits and approvals. Mixed Sand & Loam Recirculation Rate GIM 90 Each Autopilot CC-15 Cell Delivers 2.5 lbs of CL/Day Backwash Rate G/M 90 Contractor shall hire a licensed plumber who shall file permit and install Turnover Rate Hours 4.44 No. of Cells Required= 5.41/2.5 = 2.2 Cells Provide Three 3 PPC-5 Cells an r.p.z. device on filter room domestic water service. All other water 3' --------------- Filter Type Cartridge supplied to pool shall be introduced through 6"air gap or rpz. --------------- Brown Clayey Sand Filter Design Rate G/M/SF) 0.375 Total Cells Capable of delivering 7.5 lbs. of CI/Day --------------- With Gravel SC Filter Area Su liedS.F. 400 7.6' Actual Filter Rate G/M/SF 0.225 Chlorine Demand (Code Compliant Back-up System) It is the Contractor's responsibility to obtain a demolition permit, A i Water in Brown Clayey plumbing permit and electrical underwriters certificate. Agency fees A Sand With Gravel SC Pum Design Flow G/M 90 10%Sodium Hypochlorite Solution be reimbursed by the Owner. 9' System Total Head Ft 65 Chlorinator Sized for 10 PPM Pump Motor Horsepower 3 H.P. (VSF) Total Daily Flow = 90 GPM x 60 Min/Hr x 24 Hrs/Day= 129,600 Gal/Day It is the Contractor's responsibility to review all Plans, Specifications and Water in Brown Max. Number of Persons In Pool at Once 53 New York State Sanitary Code, Sub-Part 6.1 prior to start of construction. Sandy Clay CL d end � Max. Number of Persons In Pool at Once 88 Minimum Required Delivery Rate = 129,600 Gal/Day x 10 ppm = 12,96 Gal/Day \S\an SD 1,000,000 x 0.10 Proposed Chlorinator Delivers Up to 38 Gal of Chlorine/Day All Electrical Outlets Within The Swimming Pool Enclosure Shall Be `Qn Pool Volume Calculation Protected With Ground Fault Circuit Interrupters (GFCI). Volume = (30'x20'x4.25')+(6'x20'x4.87')+(4'x20'xl.75'x0.5) Under N.Y.S. Education Law Sec. 7209, Sub. 2, it is illegal for any person, = 3,204.4 CF Swimming Pool Backwash unless acting under the direction of a licensed Professional Engineers, to = 24,000 Gallons Per Filter Manufacturer- Backwash 3 to 5 Minutes (Assume 15 Minutes) alter any item on this material in any way. If an item is so altered, the 17' Pool Bather Capacity Pool Backwash Vol. = 15 Min. x 90 GPM/7.48 Gal/cf= 181 cf Professional Engineer,who so ailters or who directs another to so alter, Provide Two (2) 3 Ft. High Leaching Galleys shall affix to the item his seal and the notation"altered by"followed by Bather Capacity= 800 SF/15 BSF =53 Bathers Total Storage Provided = 192 cf his signature, the date of the alteration and a specific description of the Water Encountered 7.6' alteration. Below Surface Excess Deck Allowance Calculations Deck Drainage Proposed Deck Area = 3,434 SF Contributory Deck Area = 2,635 x 2"/12 = 440 cf Project Notes: Pool Area = 800 SF Provide Four (4) 4 Ft. High Leaching Galleys 1. 0 Denotes equipment list Fetter. Required Deck Area = 864 SF Total Storage Provided = 512 cf 2. All buried piping between pool and filter to be NSF approved Schedule Number of Patrons in Deck Area = (3,434 SF-800 SF- 864 SF)/ 1 Patron /50 PSF 40 PVC pipe (except SCH 8(0 under pool shell) with solvent weld socket = 35 Patrons + 53 Bathers fittings. Prior to being buried, piping shall be pressure tested. = 88 Patrons 3. All wiring & grounding to conform to The National Electric Code. All Al electrical circuits to have ground fault interrupters. 4. Do not scale drawings. 5. The Contractor is responsible for all means and methods of construction. 6. The Contractor shall contact the Engineer of Record to schedule required County inspections. Deck Note: Drinking Fountain Note 7. All approval requirements of the County, stated on these plans, or not, Deck Material Must Be Submitted to Fountain shall be of slanting jet-type with a surrounding are considered part of these plans. SCDHS For Approval Prior To Installation. guard and non-submersible opening. 8. Contractor is responsible for obtaining all municipal permits. 9. Contractor shall be responsible for providing controlled compaction. Compaction is critical to the life of the structure. B Depth Marker Note All Electrical Outlets Within The Swimming 10. Permanently mount pool alarm transformers and remote annunciators B Pool Enclosure Shall Be Protected With o . Locate Depth Markers Where the Shown Actual in lockable clear wall boxes. Ground Fault Circuit Interruters GFCI Depth Is Measured Three (3) Feet From the Pool p ( ) * Drinking Fountain Waste Water Shall 11. Prepare and submit steel reinforcing and structural steel shop drawings ° 1 Wall. Discharge To Sewer to the Engineer of Record. 12. The Contractor shall provide a three ring binder containing the o ** Hose Bib With Vacuum Breaker manufacturer's operation aind maintenance manuals for each piece o Pool Alarm Note Connected To Potable Water Supply. 2 Story Building of equipment, record drawings and valve chart to permit installation, Remote Annunciator Location To Be Field operation, winterization and maintenance of the entire pool system. 1 Determined By The Engineer of Record. Proposed (2) Swimming Pool 1 Backwash Leaching Galleys. Provide Cover to Grade Landscaped Area Proposed Exterior ADA 1 Compliant Bi-Level Drinking Fountain. Potable Water '1 Only* Gates Shall Be Self Provide Hardwired Closing, Self Latching & Phone in Labeled Box & Lockable. Latching iL Swimming Pool F--,j -Release Device Shall Be Enclosure 1 of 0.00 $ Located Min. 54" From F�I Room 10.00 The Bottom Of The Fence. (FI r Below) 13' 7„ Trench Drain Gate To Swing Out. Test Hole (Typical) (Typical of 2) Location 4" SCH 35 PVC- G9.86 Pipe (Typical) F ��------- ----------------- ------------------------------ ----� 800 Sq. Ft. I I Swimming Pool 1 Landscaped Area �,-� Required 5 Ft. Clear Deck Area '�� i ❑ Proposed Deck Drainage- _.._r---r--_1 I I L7 Leaching Galleys (Typ. of 4) ) --+--� (_, G9.84i 10.0 0.00 G9.90 L--1--J ' I 9 b E • I 1 I 16' I 40' 11'-3" F_ I C ' 54" High Tempered ® C i ❑ 2 Story Building Glass Fence i 800 S.F. ,� � (North &South Sides) I Outdoor Main Pool 20' Toilet Facilities 1 Porcelain Paver Deck Shall i Provide S.R. Smith Lobby Have a Minimum DCOF of 0.42 i Accessible Lift Patio - : 00 j 5 Etr a s p a s 10.00 Ua- Parking Lot ------------ 17-6" 7 1 G9.82 Parking Lot ,, ❑ Ifl I Proposed Hose Bib. 6"SCH 35 PVC o Potable Water Only L Deck to be Sloped Pipe il ' (Typical of 2) 1/4"/' to Trench Drains N ' 10.00 I 10.00 ei1 RW 10.00 10.00 L54" High Ornamental Q / Aluminum Fence Retaining Wall - r � Toilet Facilities E (East & West Sides) Landscaped Area , ---�-� � r i Q Drainage 0 i i i Leaching Galleys D (Typical of 4) D 1 1 i i i 1 01/26/22 Per SCDHS Comments Dated 01/25/22 Rev. No. Rev. Date Description � i r C R• 48 Lar ryA. Rubinson, P.E. North Road Hotel ROd,d L------1------ 62005 North Road (C.R. 48), Greenport, NY 11944 N2 Proposed Pool Enclosure 4 Proposed Swimming Pool R & W / Engineers P C. p .. 380 Townline Road,Suite 150,Hauppauge,New York 11788 SP-1 Scale 1/8" _ �'-0" Phone(631 969-8535 Fax(631),969.8518 � Overall Site Plan , e sto L� Overall Site layout, Pool Enclosure, Dwg. No.: SP-1 � '�"N.T.S. Notes & Schedules SPf 1 Dwg.Scale: Designed By: Checked By: Date: County Review Stamp License No.: 68956 As Noted PRG LAR December 2021 6 1 2 3 4 5 2 3 4 5 Depth Marker Note 1 Locate Per Manufacturer's Specifications. Bond Lift. Depth Marker Locations Shown for Reference Only. Contractor Shall Locate Depth Markers Where the 2 Lighting Provided For Accent Only. Shown Depth Is Actually Measured Three (3) Feet Night Swimming Is Not Permitted. Oil Creek From the Pool Wall. N !� Tubing ih i� i� O O IL n Stainless Provide Expansion Joint Steel Ladder Behind Coping Stone 45 GPM Rail 3 Around Entire Pool. 4' Wide Non-Slip Frost Proof YS SP-2 Seal Joint With Self Proposed Skimmer Tile On Leading Edge & 45 GPM St. St. Fill Spout. El Leveling Thiokol. (Typical of 2) Front Face Of Each Step 2 R 35 PM 2"R 2s GPM 2"R 2"R 15 GPM Provide Flexible Protection. Locate d 3a� d33 g HeNI 9 33�£ Next to Ladder A 1 a s3H�NI a3I 0 '� X O Return Inlet X / \ 0 c T ical of 9 + 10 GPM 10 GPM+ A ( yp ) 45 GPM 10 GPM 4'-6" 5-6" 8'-9" 8'-3" 3'-6" 5' - � CV LO LA) >L 5-6" 1C GP � Clear (V 12 :2 O® 0 CO 5'-6" Clear CNa v 12"x 12" Main p White Marcite 1/2" Min. o � Drain Grate ( ) (Typ. of 2) f Entire Pool Bottom & Walls-,/ o(y) Notes: 1. Pipe Diameters Change Only At Tees. Piping Under CL90 GPMCL m 800 S.F. b 2 --► -3"MD 2. All Elbows To Be Long Sweeps. Shell To Be Sch. 80 T vOutdoor Main Pool sP-2 10 GPM 12" o Locate Tee At N 40' Typ, Midpoint Between 36' o r, Main Drain Sumps ©® White Precast Coping �' IC GPtA Stone With Safety Grip co ff7LED Underwater � CV F I En Light (Typ. of 8)2 1.9"O.D. Stainless 3'-6" 5' 1'-6" 8'-9" 8'-3" -• -6' Steel Hand Rail \ H t (Field Meas.) 10 GPM45 GPM 10 GPM 10 GPM (Typ. of 3) 5 E EETP �� O 1141`116 �FEE( V V NE PES FEE( NEPtS —r L0 e e B Depth & No Diving _ _____ 35 GPM 2"R 25 GPM 2"R 15 GPM 2"R 5 GPM( 2"R B Locate Pool Alarm In Markers (Typical) i 3"SK 45 GPM Accordance With S.R.Smith Manufacturer's ADA Lift1 Specifications 1 Proposed Pool Appurtenance Plan `-------- 4 Proposed Pool Piping Plan SP-2 Scale: 1/4" = 1'-0" SP-2 Scale: 1/4" = 1'-0" 4"Wide Non-Slip Frost Proof 1.9" O.D. Stainless Tile On Leading Edge & Steel Hand Rail Depth &"No Diving" Front Face Of Each Ste (Field Meas.) St. St. Ladder Markers (Typical) p Rail Water Line - Both Sides, Contrasting Color. Stairs Shall Be Of Seal Joint Around (EI 0.0) Proposed Coping 6"x6" Frostproof Tile Non-Slip Design Entire Pool Fill Spout Stone (Entire Around Entire Pool Skimmer Perimeter) (Selection By Owner) (Typ. of 2) Pool Deck ET6„_HE N �E DEEP DEEP DEEP • 5 ....:�: ,.. ^ • Return at Underwater %Return Inlet Equalizer Cover—? ;`'" '� � :' Y•' A.. ..4.•r:..y.:� �; . .. EI-12" EI-18" (Min.) ® ±•. � Main Drains Light (-21") (Typ. of 9) .. : .. •' ! '• •• •�r:•= White Marcite (1/2" Min.) 8"Thick Gunite Pool Shell 8" Deep (Min.)Gravel Entire Pool Bottom & Walls Slope 1 V:22H Or Crushed Blue Stone Main Drain (Walls & Bottom) Sump Hydrostatic ----- (Typ. of 2) Relief Valve Slope IV:19.6 H I (Typ. of 2) 30' 0 4' C C 6 40' 2 Pool Long Section SP-2 Scale: 114" = 1'-0" Re uired Equipment Supervision qLevel (Adjust Supplied Equipment For Supervision Sought by Owner) Ila III IV HOA DPD Test Kit DPD (Diethyl-P-Phenylene) test kits with new reagents Increments: capable of measuring pH & chlorine or bromine Steel O.D. Stainless 0.2, 0.4, 0.6, 0.8, residuals, shall be available at each pool. If other X X X X - Steel Hand Rail 4"Wide Non-Slip Frost Proof 1.0, 1.5, 2.0 & 3.0 halogens are used other than chlorine), an (Field Meas.) O Tile On Leading Edge & 9 ( ) (Typical of 3) Front Face Of Each Step appropriate scale shall be provided. - Both Sides, Contrasting pH Test Kit A pH test kit with a range from 6.8 to 8.2, accurate to Seal Joint Around Color. Stairs Shall Be Of Increments: the nearest 0.2 pH unit, shall be provided. X X X X Entire Pool Coping Stone "No Diving" 6.8, 7.0, 7.2, 7.4, (Entire Perimeter) Marker (Typ.) Non-Slip Design 7.6 7.8 8.0 & 8.2 Pool Deck Testing Test shall be conducted & recorded for pH & free & 3 Times Daily total chlorine or bromine residual at the beginning, X X X X HH111111it-Htm! 111111111111i ` during, and at the end of each swimming period. Return Operating Complete daily operations records shall be kept of the " Records operation of each swimming pool on forms (GEM 148) at approved or furnished by the State Commissioner of X X X X IV�Wn Drains Health. Upon completion, a copy of such records shall be maintained at the facility for 12 months. Underwater ,' :F First Aid Kit A first aid kit, which may be any commercially Light(-21")® t:'° ;:'..•; ":' �:{ :; '° ;: :`' prepared 24 unit kit or a supply of ban aids, bandage X X X X compresses and self adhering gauze bandages. DMain Drain 8'Thick Gunite CPR Mask A(pocket face mask with backflow prevention to assist County Review Stamp D 8" Deep (Min.)Gravel Sump Hydrostatic Pool Shell (Walls with CPR shall be readily accessible in every X X X X Or Crushed Blue Stone (Typ. of 2) Relief Valve & Bottom) recreational facility. (Typ. of 2) Rescue Tube One rescue tube with an attached line for ea. lifeguard X 1 01/26/22 Per SCDHS Comments Dated 01/25/22 6' 8' 6' Reaching Pole One reaching pole at least 15 feet long. X X X X Rev. No. Rev. Date Description 20' Spine Board A full size commercially available spine board or a spine Larry A. Rubinson, P.E. North Road Hotel board six feet long and a minimum sixteen inches wide X provided with straps to aid in immobilization of a victim 62005 North Road (C.R. 48), Greenport, NY 11944 &(hand holds. ')f Ne Ring Buoys Two U.S. Coast Guard approved ring buoys at least18 Graphic Scale It Y g, Proposed Swimming Pool inches in diameter fitted with a quarter inch diameter X X X " R 8a �/ Engineers, P. 3 Pool Short Section line a length of 1.5 times the maximum width of the 4' 0 2' 4' 8' 380Townline Road,Suite 150,Hauppauge,New York 11788 S P-2 Scale: 114" = 1'-0" pool or 50 feet,whichever is less. 1• Phone 631 969-8535 Fax 631 969-8518 Owner Is Responsible For Filing Permit To Operate And Safety Plan. to 11 Pool Layout, Piping & Cross-Sections Dwg. No.: It is our understanding that the Owner will seek HOA Supervision Level (in feet) SP-2 1/4 inch = 1'-0" Dwg.Scale: Designed By: Checked By: Date: of License No.: 68956 As Noted LAR PRG December 2021 6 1 2 3 4 5 1 2 3 4 5 Pool Hydraulic Calculations Filter Room Symbol Legend Pool Proposed Manufacturer Equipment Schedule * Flow Switch Makes or Breaks an Electrical Circuit When _ Actual Equiv. Gallons Pipe Velocity Drop Actual Sub Designation/Description Designation/Description Desig. Description Vendor Model No. Remarks Qt Flow Stops or Starts. Flow Switch to De-Energize Chemical 3„ _ O Flow Length Length Per Size (Ft/Sec) Feet/ Loss Total y Pump When There is no Flow on the Return Line - Meter** (Feet) (Feet) Minute (Inches) 100 Feet (Feet) A Cartrid e Filter Sta-Rite S7M400 NSF Approved -400 SF 1 Ball Valve Waste Sump B Pump-Self Priming Pentair IntelliFlo VSF Variable Flow Rate (3H.P.) 1 2" Recirculation W ** Locate Flow Meters On A Straight Run Of Pipe / Buck-boost Transformer' 26 39 5 2 0.47 0.05 0.02 C Hair& Lint Strainer Pentair Integral w/ Pum Provide 1 Spare Basket 1 20 Diameters Downstream & 10 Diameters -�-- Butterfly Valve D Flow Meter RolaChem 570351 2"O 30-150 GPM NSF Approved 1 Upstream Of Any Fitting Or As More Stringenly b 32 48 15 2 1.43 0.44 0.21 50 GAL Chlorine D1 FM/Check Valve Flowvis FV-2 J0-1 10- NSF Approved 1 Specified By Manufacturer o 32 48 25 2 2.39 1.12 0.54 Chlorine Crock E Chlorinator Rola-Chem RC-103SC 0.34-38 Gal/Day 1 36 54 35 2 3.34 2.08 1.12 Gate Valve Crock F Acid Feeder Rola-Chem RC-25/53SC 0.1-12 Gal/Day 1 18 27 45 2 4.29 3.30 0.89 G Chlorine Crock Chem-Tainer Co. TC-2738DC 50 Gal. Double Wall Tank 1 80 120 90 3 3.91 1 1.73 2.08 4.86 G1 Acid Crock Peabody G15N 15 Gal. Double Wall Tank 1 Check Valve A 3, 3 O Strainer © Pressure © Skimmer H Salt Chlorine Panel AutoPilot Professional W/3 Power Supplies 1 Compound Gauge 72 108 45 3 1.95 0.48 0.52 15 GAL Muriatic Acid H1 Salt Chlorine Cell AutoPilot PPC-5 --- 3 A 3"SK - Gauge � VIP 2 ZA I 80 120 90 3 3.91 1.73 2.08 2.60 cook Crock H2 Salt Chlorine Sensor AutoPilot TriSensor ---- 1 Dl PQ© Pressure Gauge J Return Inlet Pentair Co. 542087 Ad'. & Directional 9 Bottom Suction 3 C g O 1 10 165 90 3 3.91 1.73 2.85 2.85 K Skimmer Pentair Co. 506370-BKG With Equalizer Valves 2 3" 2" ® O Cut End Pipe VP O Compound KI Skimmer Equal. Fittin Pentair Co. Starguard 500144 15.35 S.I. O.A. 2 3" MD - Recirculation One (1) In-Line I © @ 45 Angle Total Piping Loss 10.31 q Gauge L Main Drain Box A.S.A. MFG. INC. FPK-50-812-4 12"x12"X12" 2 O Flowvis 18" Min. Pump (3 H.P.) Anode TN-IL-20 by - Strainer L1 Main Drain Grate Lawson Aquatics MLD-FGD-1212 12"x12"-81.3 SI O.A./Ea. 2 Check Valve/ Perma-Cast I Cartridge Filter (Dirty) Head Loss 20 - © I J. Provide 6 Air Gap ® Flow Meter M Chemical Controller Pentair IntelliChem Meterin Pumps 1 Flow Meter Bonding Inlet Fittings 5 - N Double Check Valve Watts Reg. LF850- 1"QS Lic. Plumber to Install 1 Grid Copound rcp Drain Strainer 5 F� PO Pressure Gau eu e Weksler AS442PE4LW 0 60 pound Type3 Sump ► Flow Arrowpsi Water Heater Head Loss 9.8 AQ H drostatic Relief Valve Pentair 07017-01158 W/ Collector Tubes 2 Install 1" 0 2" Salt Chlorine Head Loss 7.0 O S Hand Rail S.R.Smith SealedSteel Field Meas.-Salt Friendly1 O q OD.C.V. Salt Chlorine Professional D Reducer o Cartridge Filter T Ladder Rail S.R.Smith SealedSteel- DMS Color by Owner 1 ----------------------------------- To Drywell Safety Factor 7.89 Tl 17.5" Recessed Ste S.R. Smith 62-209-4001 Textured ste in surface 4 Fill - � Panel �_________________� Pl10 umber Shall Obtain j i;--- Salt; Salt Chlorine Total System Head Loss 65 Ft V Accessible Lift S R Smith itch ITT McDonnell F-25Mult�ift575-1005 W r Anchors s &Seat Cover 1 1 D.C.V. Permit O I ; 1 , Cell (Typ. of 3) 0 Chlorinator M W Pool Water Heater Pentair Max-E-Therm ASME 400K BTU - Natural Gas 1 __ _ ; Bottom Grate Velocity (Filtration) X Underwater Li hts Pentair Globrite Color LED W IntelliTouch Controller 8 ---------------------------- F -�= i i le H 1 Assume 100% Flow through 1 Grate QF Acid Feeder M X1 UW Light Junction Box Pentair 78310600 Low Voltage 2 Chemical -- H i i 3 Return Velocity = 90 GPM/448GPM/CFS/81.3 S.I.x144 S.I./S.F. ❑ Chemical Y E ewash Station BradleyS19-224BBPT Provide Sin 1 Controller I O-��J H 1 y =0.36 Ft/Sec < 1.5 Ft/Sec O.K. Controller Z Pool Alarm Pool uard PGRM-2 W/ Remote Annunciator* 1 O Fff Circulation ZA Cathodic Pool uard PGRM-2 W/ Remote Annunciator* 1 _________ Piping Legend Velocity Restrictions Pump DPD Water Test Kit La Motte Pro 250 Plus Code: 7002-NJ 1 2" MD Main Drain Pressure 10 Ft/Sec First Aid Kit Recreonics 12-013 24 Unit Red Cross 1 O I I I O Recreonics 12-237 16' Long I SK Skimmer Suction 6 Ft/Sec Extricationching LCol orife Recreonics 12-287 Head Immobilizer 1 I I I O R Return Gravity 3 Ft/Sec Pool Valve & Operational Chart F=low = I 1 1 111111 Y i esuscl a or ecreonos - isposa e ype 3 I I I ITT McDonnell & Miller (FS251) Meter"= i I I 14 13 12 Flow Switch -Wire to Pump * F Pool Fill Main Drain 1.5 Ft/Sec alve Valve Valve Valve Adult Resuscitator Recreonics 12-468 Disposable Type 2 3" R - I 15 IntelliFlo VSF High Performance Pump Curve Pi No. Description Type Diam. Filter Drain Fill1 Return Butterfly 3 O C - *Permanently mount alarm annunciator and transformer in labeled lockable boxes. 11 2 I I 10 O I 7 LC8 oo 2 Main Drain Butterfly 3" T O ---- Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision Per Owner. I 3 Skimmer Butterfly 3" O C ---- It Is Our Understanding That Owner Will Provide Supervision Level IV. 1/2" O.D. I 3 90 e cie Z 4 Pump Suction Ball 2" O O � If Re ---- AcidTubing I o ao 5 Pump Discharge Ball 2" O O ____ 2 Required to Adjust Low Voltage B i Feeder I Pool Heater Provide Stainless Steel Niches B LL �0 6 Multiport Multiport 2 F W ---- Portable Vacuum Requirements Cover Requirements F� G1 © 60 7 Acid Line Globe 1/2" O C ____ Provide the Following: Provide the Following: Ile O 15 GAL 50 Gal. I ° 50 8 Chlorine Line Globe 1/2" O C 1. Hayward 1 HP portable vacuum system 1. One (1) Loop-Loc solid cover. L__- Double Wall EO Chlorine 140 9 Fill Line Ball 1" --- O Model LJP 750 (Bell Aqua). 2. Provide & install brass cover anchors. Acid Crock Crock I a 10 Heater Influent Ball 2" O C ---- 2. One (1) Hayward 19 inch Flexible vacuum. C 30---- I I Heater Effluent Ball 2" O C ---- 3. One (1) aluminum handle compatible with Color Code Schedule I 20 12 Heater B -Pass Butterfly 3" T vacuum head. 1 0 '--- Filtered Water Aqua Chlorinator Paint Pipes Per Color Code Schedule 10t47 . 13 Salt Chlorine Influent Ball 2" O ___ 4. 50 feet of hose. L-___-______ 0 20 40 60 80 100 120 140 160 14 Salt Chlorine Effluent Ball 2 O C Potable Water Dark Blue Provide 110% Containment For Each CrocGPM Skimmer Olive Green All Chemical Feed Equipment Shall Be Electrically Capacity In US Gallons Per Minute 15 Salt Chlorine By-Pass Butterfl 3 T ---- Spare Parts Si ns Interlocked With The Pool Pum So That It Cannot -�- Main Drain Black Pump Pump Curve From Pump Provide the Following: Provide all signs. Chlorine Line Yellow Operate When There Is No Flow In The Pool Return Line. Manufacturer, Pentair O-Open, C-Close, T-Throttle, F-Filter, B-Backwash, W-Waste 1 Skimmer Basket 1 Pool Hydraulic Schematic 2 Filtration Pum Curve 1 Strainer Basket Acid Line Pink Backwash Waste Dark Brown SP- N.T.S. SP-3 Scale: N.T.S. Sewer Dark Grey Deck Drain Light Brown Lockable Hatch Plan Provided by Project Architect. Number of Plumbing Fixtures Door to Basement I I Shall Be as Required by Code & the Building Department Proposed 4" O PVC Pipe to be Connected to Backwash/ Drain Leaching Pool Toilet Facility Notes: I I All plumbing fixtures and fixture fittings to be installed according to the latest Uniform Plumbing Code. Each O I Chemic I I M 1 oil floor drai all have the following: Injection I I 2. A hose bib. --- 1---- 3. Base sanitary cove the molding. I 4. A covered waste basket. I I 5. Suitable sanitary napkin receptacles shall be provided C I I� in the female toilet room. C I 6. Floor ceramic tile to be smooth-finished with non-slip 18"x 18"x 24" surface. Deep Drain �` 7. Wall mounted liquid soap dispenser to be installed at 1 Sump. Provide 1/2" lavatories. Pentair Natural Gas Salt CL ' Thick (Min.)Marcite 8. Paper towel dispenser must be provided at each room. Heater. Gas Service ByPass Loop v to be Sized by MEP 0 Engineer tmi r elliFlo VSF t� Pump \� Hose Bib W/Vacuum XF Breaker Floor Drain � Building Hot Water Heaters o ° Cartridge o a o ° Filter Floor Drain Floor Drain (Typical) (Typical) Electric Panel. ° Trash Can Locate per Code ° Trash Can W/ Cover W/ Cover ° Filter Room Dimensions Acid Metering 17'-0"x 17'-0"x 8'-0" Pump On Shelf Tile Floor 50 Gal. Double Wall Chlorine Crock Chemical Containment Tile Floor W/ 110%Secondary Containment On Shelf Filter Equipment Room Notes: ]t 1. Swimming pool equipment area shall have artificial lighting sufficient to Chlorine Metering -LJ illuminate all equipment and supplies. County Review Stamp D Pump On Shelf 2. Install fluorescent lighting to provide 30 footcandles within filter equipment Base Sanitary Cove Base Sanitary Cove -:C=- 0@0 � area. Molding (Typical) Molding (Typical)3. piping not shown for clarity. Inspect ad to determine exact location 1 01/26/22 Per SCDHS Comments Dated 01/25/22 and clearance of piping and equipment. Rev. No. Rev. Date Description 4. All metal pipe supports (not shown) shall be either stainless steel or PVC p coated. Larry A. Rubinson, P.E. North Road Hotel 5. Wire the pump to its own circuit breaker. Wire pump in strict accordance Emergency Eye-Wash with manufacturer's specifications. „ 62005 North Road (C.R. 48), Greenport, NY 11944 Station W/Sign 6. All valves, piping and equipment in the filter pad must be readily accessible. Y� g 7. All piping shall be ui �` ',_;° Proposed Swimming Pool p•p' g equipped to drain completely. r� 8. All chemical tubing to be in rigid conduit anchored to floor. Graphic Scale 9. Place acid and sodium hypochlorite in separate carrier pipes. �- v R & W / Engineers, P.C. 4 0 2 4 8 sn 380 Townline Rod,Suite 150,Hauppauge,New York 11788 3 Filter Equipment Room 4 Toilet FacilityLayout Phone(631)969-8535 Fax(631)969-8518 SP-3 8800 Scale: N.T.S. SP-3 Scale: 1/4" - 1'-0" '��ac, �`' Pool Schematic, Filter Pad, Toilet Facilities Dwg. No.: & Calculations SP-3 (in feet) Dwg.Scale: Designed By: Checked By: Date: of 1/4 inch = 1'-0" License No.: 68956 As Noted ILAR I PRG December 2021 6 1 2 3 4 5 2 3 4 5 Pump Eletrical Notes Pool Heater Porcelain Paver 1. Provide a dedicated circuit and Bare Copper Manufacturer: Bedrosians Tile &Stone Bonding Wire Series: Porcelain Pavers Pentair GFCI breaker for the pump. g Recirculation Color: TBD 2. Wire pump in strict accordance with Pump Slip Resistance: DCOF 0.42 To Filter manufacturer's specifications. Motor * 18" Min. 3. Connect bond wire to the pump Sieel or Cast Iron Base- per NEC. 4. Provide buck-boost transformer if #8 Solid Copper Porcelain Paver a ° Grout Solid required to adjust low voltage. Bonding Conductor & 1" Mortar Bed 4 - S'S Bolt Pump is designed for 230V. ® Connection (Typ.) 4" Concrete Slab ° 4 Concentric Ladder, 4 . 6x6 6/6 W W F Increaser Service Valve Fill Spout, Etc. a a a Compound Gauge A ° a a a With Snubber Integral Hair Crushed Stone g Pressure Gauge A Service Lint Strainer With Snubber ° Valve Check Anchor (Non-Ferrous) Valve * L2 Recirculating Pump With Detail A-A S/S Anchor Bolts 1-471 Bonding Wire 504 Water Ll Concrete Pad Reinforcing Bars Used Pipe Lengths ° Seal Eccentric A To Filter As Bonding Grid Reducer ° Electrical Bonding Notes III- 1=III=III=III=III=III=III-1111=III=1 L1 = 16" Min. � a A Pump Min. Bond Reinforcing1. Skotch-Kote all connections. I1-1111 I1=1�I-ITI=ITI=1=1I I-III-I I1=1 L2 = 4" Min. a = Min. 4 Locations 2. Install per NEC 2005, Section 680.26 or latest thereof. - ° 3. Use No. 8 coated tails off bonding loop to equipment and steel not a ° immediately adjacent to bond loop. 95%Compacted Subgrade 4. Provide a Certificate of Electrical Compliance". Pump Installation Detail a < a a 2 Pool Bonding Schematic 5. Run two #4 bars with 24" No. 4 bars 12"O.C. around perimeter of the 3 ck Cross Section Detail Comply with all requirements of Chapter 1 SP-5 N.T.S. ool. Set directly under deck per NEC 2005, Section 680.26 (c) or Comply with all requirements of Chapter I SP-5 N.T.S. of Sanitary Code, Subpart 6-1 9.7 .T.S. -latest thereof. N.T.S. of Sanitary Code, Subpart 6-1 5.9 Pool Gate to Open Out X= Height To Provide Minimum 1/8"/' Discharge (Away from Pool) Slope From Sump to Drainage Structure Pool Gate to Open Out Waste Piping Suspended Outside Latching Mechanism Knob (Away from Pool) from Ceiling (Typical) Min. 54"Above Grade Notes: 1.Fence to be manufactured by AmeriStar,model AEGIS II Classic,2 Rail. 3/8"Thick Tempered Glass. 2. Fence shall be 54"high (minimum) ornamental aluminum fence. Latching Mechanism Knob Fin. Grade 8 Glass Panels Not t0 Exceed 3.Spacing between vertical members shall be less than four(4) inches. Min. 54"Above Grade 4.Install Magna-Latch lockable devise at gate. Locate latch release 60"X42" knob at 54"(minimum) from bottom of gate.Gate must remain locked Notes: First Floor Joist 1. Fence to be tempered lass,manufactured by Aquaview.Provide all at all times. es,componen s and gates by Aquaview. 5.Fences&barriers shall Meet all requirements of the New York State accessori Building&Sanitary Code. 2.Fence shall be 54"high (minimum). 6.Fence shall be constructed and installed to not permit footholds. 3.Install Magna-Latch lockable devise at gate.Locate latch release L Post 7.Maximum 2"Clearance Below Fence. knob at 54"(minimum) from bottom of gate.Gate must remain locked at all times. 45" Min. 4.Fences&barriers shall Meet all requirements of the New York State Elevated Drain Sump "' `O 2-5/8 / Min. B 42 Post Powder Coated 5.Maximum 2"Clearance Below Fence. Slope B 6.Fence shall be constructed and installed to not permit toe or footholds 54" Finish that reduce the fence height to less than 54 inches from the deck. ' / 7.Fencing must be capable of resisting a minimum lateral load of 150 lbs. 4"0 Pipe to a / applied midway between posts and at top of posts,respectively. / 8.Fencing material must be capable of withstanding a concentrated Drainage Structure 2"M X4 I s / lateral load of 50 lbs.applied anywhere between supports on an area >00 = r DOD ❑ / 12 in.sq.,without failure or permanent deformation. ❑ ❑ O 0 ❑ r X 3-3/4" °" Weld in Box Hinge I Filter Room ,� O ❑ 36"Min. Typical Pool ❑ Deck Footing depth -t O ❑ .. . rl ' �= 2" Max. To Drainage Structure 0 =1 0 ❑ ❑ 0000 ❑ 4 54 In. High Ornamental Fence 5 54 In. High Glass Fencing 6 Schematic Elevation - Sump, Piping & Drainage Structure SP-5 N.T.S. SP-5 N.T.S. SP-5 N.T.S. 2' Cast Iron Trench Frame & Grate By Owner)o Be Approved Interconnect/Connect To Site Storm Drain System 00000000 0000000000 _ As Per Civil Plans Filter Fabric 12" Beyond ® 18" Dia. Pipe Knockout 0000000000000000 _ Perimeter Required Notes: I� (See Plan)- -.0-14" PVC T ® ® 1.Concrete 4,000 psi @ 28 days. 2.Designed for AASHTO HS-20 loading. Plan 6 1/2 3.Top slab and wall are monolithic. PoolDeck Fibre Board 18" Dia. Pipe Knockout r-2'-►� End View- End Wall 4. Filter fabric 12"beyond perimeter required. (Each Side) IV-7 1/2", Leaching Galley Data Expansion Joint INTERNAL DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINGS WEIGHT 4'-1" 4'-9" WALL HGT. AREA(SF) F I GAL. TOTAL SIZEANGLE (Lb.) 3" ® 17.0 32 239 12 3/4"X6" 14 DEG. �• i Bedding Dimensions May C 2'-6 1/2" V-6" 25.5 48 359 16 3/4"X6" 14 DEG. 4' Vary By Manufacturer C ® ® 2' 2'-0" 34.0 64 479 20 3/4"X 6" 14 DEG. Max. ® 1 E� 17 J L 3'-0" 51.0 96 718 34 3/4"X 6" 14 DEG. 3000 PSI Concrete Bedding 4" 5" 2' 4'-0" 68.0 128 957 as 3/4"x6° 14 DEG. `d Per Manufacturer 4" N v (TYP.) 7'-10" TYp• 1'-7 1/2" Precast Polymer Concrete or 10' 6' Leaching Hole (Typ.) , „ Fiberglass Trench Drain System Top View (TYp•) TYp 4"Min (Interconnected, With Built-In Slope) Min. 6"Thick Crushed Dummy Cup (Typ.) ® Section By ACO, Polydrain or Equal Stone Bed Side View Note The Contractor Shall Submit Shop Drawings of the Trench Drain * Provide Two (2) 3 Ft. High Leaching Galley for Swimming Pool Backwash (Total Capacity =192 CF) & Grate to the Engineer of Record & for Approval Prior to 2Q' Provide Four (4) 4 Ft. High Leaching Galley for Deck Drainage (Total Capacity = 512 CF) Installation End View- Intermediate Wall 54 In. High Ornamental Fence $ Polymer Trench Drain Detail SP-5 N.T.S. SP-5 N.T.S. D County Review Stamp D 1 01/26/22 Per SCDHS Comments Dated 01/25/22 Rev. No. Rev. Date Description Larry A. Rubinson, P.E. North Road Hotel or W62005 North Road (C.R. 48), Greenport, NY 11944 Proposed Out-Door Swimming Pool R & W / Engineers, P.C. }•• 'moi, 380 Townline Road,Suite 150,Hauppauge,New York 11788 Phone(631)969-8535 Fax(631)969-8518 889�ig Dwg. No.: Details SP-5 Dwg.Scale: Designed By: lChecked By: Date: of License No.: 68956 As Noted PRG ILAR December 2021 1 6 1 2 3 4 5 2 3 4 5 Standard Notes F. Showers shall be equipped with hot water between 90 to 100 degrees Fahrenheit with automatic mixing valves to prevent 6. Phase Rotation Tests 3. Execution 1. R &W/ Engineers, P.C. RWE includes its owners, employees and sub-consultants whenever referenced. scolding and with a minimum of three gallons per minute per shower head. 1) Properly test the phase rotation of feeder and branch circuits,and make such changes and alterations necessary to a. Neutral connections to room steel or other ground sourses shall be made and sized so that ground fault currents do not g (RWE) G. Wall mounted liquid soap dispensers shall be installed at the showers and lavatories. The use of bar soap is strict) forbidden. ensure the correct rotation of all motor driven equipment throw throughout the new installation. result in damage to materials or connections. 2. All plans and project documents are copy written. All rights are reserved and violations will be prosecuted to the fullest q p p p Yg g extent of the law. This plan is the work of RWE and shall not be reproduced, copied or otherwise used without written H. Waste receptacles shall be provided in each toilet room. Suitable sanitary napkin receptacles shall be 7. Electrical Service Characteristics b. Panel boards and feeder pull boxes shall be grounded by means of insulated grounding bushings on all incoming and permission of RWE. provided in the female toilet rooms. 1) The characteristics of the secondary electrical service and distribution system are 120/208 volts, three phase,four wire outgoing conduits 1-1/4 inches and larger. 3. The ideas, concepts,sketches, designs,details,specifications and notes contained on these drawings are the sole exclusive I. The swimming pool shall be totally enclosed by a minimum 48 Inch high fence with a self closing and plus ground. i. Bushings shall be connected together and to the switchgear, panel or pull box ground lug with a grounding property of RWE. positive self latching gate as noted on the plans. 8. Tests, Inspections and Approval conductor. 4. Nothingcontained within these documents shall be used or disclosed to any person,firm or corporation for any purpose 3. The Following Applies to the Swimming Pool and Surrounding Deck Area. 1) Inspect all equipment,components and materials installed or connected to ensure c. Wherever plastic or flexible conduit is without internal ground conductor is used for part of a conduit run, a grounding without the express written consent of RWE. A. All walks and decks shall be smooth, non-slip, impervious to moisture and sloped away from the back (a) Proper conditions conductor shall be provided in or external to the conduit and connected to grounding connectors at each end of run. 5. RWE accepts no responsibility for interpretations or restrictions that may be imposed by the Owner.All layout,design, material, of the pool to deck drains or seeded areas at 1/4 inch per foot, minimum. No asphalt or terrazzo (b) Components are in place, aligned and secure. d. The resistance to ground of any part or system specified to be grounded shall not exceed 25 Ohms. Contractor shall test material placement, material specifications or other items within the Owner's jurisdiction has been dictated solely by the surfaces are permitted. Carpeting of any type is prohibited. (c) Proper internal connections ground resistance with a megger ohmmeter and submit results in report for to the Engineer for review. Owner. B. Provide 3/4 inch hose bibs with approved type vacuum breakers so located that all parts of the pool 2) The complete electrical system shall be free of grounds and short circuits. e. Contractor shall megger the bonded equipment and submit results in report format to the engineer for review. R t h f fifty with d lwa y oohose. Raceways d d hancleaned b can e reached 6. RWE is not responsible for errors of implementation by the Contractor or for changes, deletions,substitutions deckElectrical Notes: A or additions to the Plans,Specifications or the Project by others. C. No refreshments of any kind (food or drink) shall be served or eaten in the pool area. a. All wiring shall be installed in conduit systems in accordance with the following: 7. RWE makes no representation that the design meets or includes all applicable building codes and/or standards of the D. A prominently mounted sign shall be posted indicating the following information. 1. Filter room wiring shall be installed in 6gid schedule 40 pvc conduit with solvent welded fittings. 1. Electrical work shall include all labor, materials, equipment plant services &adminstrative tasks required A p THE MAXIMUM NUMBER OF BATHERS IN THE POOL AT ANY GIVEN TIME- See Schedule 2. All work installed in the filter room shall be run exposed, Conduit shall not be embedded in slabs. to complete and make operable the work shown on the drawings and specified herein,including authorities having jurisdiction. Prior to using these documents the Owner and Contractor represent and warrant that they ( ) p p p have examined the local building codes and acknowledge that by using these construction documents they are jointly and THE MAXIMUM NUMBER OF PERSONS PERMITTED WITHIN THE POOL ENCLOSURE- (See Schedule) 3. Minimum size conduit shall be 3/4 inch trade size unless otherwise indicated. but not limited to the following: severally responsible to comply with any and all applicable local codes and clearances. E. The following signs shall be prominently posted at the shower and/or pool areas 4. Final connections to motors and vibrating equipment shall be installed in liquid-tight flexible metal conduit. Minimum A.Prepare and submit shop drawings, diagrams and illustrations. 8. RWE does not consult on safety,security and environmental concerns related to actual construction means, methods or "LIFEGUARD AT POOLSIDE","ALL PERSONS MUST SHOWER BEFORE ENTERING THE POOL","PERSONS WITH INFLAMED EYES, length shall be 12 inches. B. Procure required permits and q p approvals and pay required fees and charges in connection with the work. and Contractor shall seek advice from professionals skilled in these disciplines if necessary. NASAL OR EAR DISCHARGE, BACK OR OTHER EVIDENT SKIN OR BODILY INFECTIONS SHALL BE EXCLUDED FROM THE POOLS", 5. The routing of conduits indicated on the drawings is diagrammatic. Before installing any work examine the working C. Protect, test, balance, clean,adjust and guarantee all work to safely, properly and continuous) operate. procedures. The Owner p Y p 9. An and all materials, means, methods and procedures not depicted in these construction documents shall be the sole "NO ONE IS PERMITTED IN THE POOL WHEN THE LIFEGUARD IS NOT ON DUTY AT THE POOL SIDE","NO PETS OF ANY TYPE ARE layouts and shop drawings of the other trades to determine the exact locations and clearance. D.Submit as-built drawings,operation and maintenance instructions and manuals. Any PERMITTED IN POOL ENCLOSURE", NIGHT SWIMMING IS PROHIBITED . 6. Conduit fittings, connectors,couplings, ells, nipples and such shall be of material and construction suitable for the E. Provide identification lables,tags, charts and diagrams. responsibility of the Owner and Contractor. 10. The Contractor shall be solely responsible for temporary bracing and shoring of items including, but not limited to,excavations, F. The following signs shall be prominently posted at the pool area conduit system used. F. Perform all cutting, drilling rough and finish patching of existing and newly installed construction. trenches, forms and erected structures. The construction documents represent the finished work and not the means, methods "POLLUTION OF SWIMMING POOL WATER IS PROHIBITED. URINATING, DISCHARGE OF FECAL MATTER, EXPECTORATIONS OR Wires and Cables G. Excavating and backfilling. BLOWING THE NOSE IN ANY SWIMMING POOL IS PROHIBITED." 1. Wire and cable shall be 600 volt, copper with THHN/THWN-2 90 degrees C insulation except as noted or otherwise H. Provide and install hangers,supports, foundations,structural framing and procedures to perform the work. g su pports and bases for conduit and equipment.. 11. The Contractor shall be solely responsible for all site conditions including, but not limited to,safety,security and environmental G. The pool bottom shall have a non-slip surface finish and shall pitch a maximum of one inch in twelve inches by the specified herein. I. Provide counter-flashing,sleeves and seals for roof,floor and wall penetrations. concerns. This requirement is not limited to employees, sub-contractors,working hours or the physical extents of the work. swimming area to a depth of 4 feet 1 1 inches. The pool interior shall be finished with a white marble dust plaster, unless 2. Wire for power and lighting shall be not less than No. 12 AWG. Wire No.8 and larger shall be stranded except as noted. J.Temporary light and power for construction. 12. The Owner and Contractor shall defend, indemnify and hold harmless RWE from all liability in connection with the performance otherwise noted on the plans. 3. Wires shall be color coded as follows: K.Main distribution panels and motor controllers. of their work. H. Provide permanent type depth markers approximately every twenty five (25) feet or as otherwise noted on the plans, 208 Volt Systems-Black, Red and Blue L. Complete wiring for lights and power installations, branch circuits to equipment, motor controllers and power centers. 13. The Owner and Contractor acknowledge that these construction documents include concepts that are subject to the site marking the pool depths on the pool deck and pool walls. The depth markers shall be a minimum of four(4) inches in height Neutral-White M. Control wiring and relays. conditions. The site;conditions may recuire modifications to the actual construction of the project to satisfy the intent of the and of a color contrasting with the background. Prominent"NO DIVING"markers shall be installed between depth markers. Equipment Ground-Green N. Branch circuits extending to all equipment. concepts. I. Safety handholes shall be provided in the form of a bull nose coping not more than nine (9) inches above the normal water Provide a green insulated ground conductor with all feeders and branch circuits. O. Receptacles, local switches and miscellaneous wiring devices. 14. These documents are not approved for construction without a stamp and signature of the Engineer of Record and the permit line. Outlet Boxes P.Grounding of electrical systems and equipment per Articles 250 and 680 of the National Electric Code. issuing agency on each sheet. J. A four(4) inch wide stripe of contrasting color shall be located along the top and front leading tread edge of all projecting 1. Boxes for wiring devices,junction points,switching relays, and such in the filter room shall be of proper size and type Q. Balance all loads on panel boards. 15. Anchor bolts, embeds and inserts for equipment shall be designed by a qualified engineer with shop drawings submitted to pool steps. as required by the room conditions and shall be fabricated of fiberglass reinforced polyester or PVC with stainless steel RWE for review. K. Unless otherwise noted on the plans, six inch by six inch frostproof mosaic type tile band shall be installed on the pool walls screws and shall be UL listed. General Requirements 16. If changes are requested by the Contractor or the Owner, new construction documents may be required for construction directly under the cast stone coping. 2. Conduit fittings,connectors, couplings and such in the filter room shall be of material and construction suitable for the 1. General and submittal to authorities having jurisdiction. L. The space between the back of the coping and the pool deck shall be sealed with Thiokol, or equal, type sealant to conduit system uses. a. After carefully examing the plans and before submitting a proposal or starting the work, the contractor shall visit the 17. By the use of these plans the user acknowledges that they have read and understand all of the information included herein. prevent entry of any moisture or water. Wiring Devices site to ascertain the conditions of the site,and the nature and exact quantity of work to be performed. No extras 18. All Standards, Codes, Ordinances, Regulations and Amendments by the authorities having jurisdiction shall be the latest 4. The Following Applies to the Swimming Pool Hydraulics: 1. Switches will be entertained by the Owner for failure to notify the Owner in writing of any electrical inadequacies in existing edition. A. The piping is shown partially diagrammatic and is intended to guide the Contractor in installing the piping in the field.The a. Local switches shall be toggle type, 120-277 volt,AC rated 20 amperes, quiet-type with silent operating mechanism, conditions. 19. The Contractor shall immediately notify the Engineer of all errors, omissions and/or conflicts between standards,codes, arrangement and piping of equipment shall be as shown on the plans and as required to provide the proper operating totally enclosed in a molded composition base. b.Verify all dimensions at the site and be responsible for the correctness of same. ordinances, regulations, amendments by the authorities having jurisdiction, drawings,specifications, construction documents and maintenance space and with adequate headroom (at least seven feet of head). 1. Switches shall be Arrow Hart No. 1991,single pole or equal by Hubbell. and/or contract documents. The contractor shall not proceed with any work affected by the issue(s) until they are resolved B. All pressure lines shall be hydro statically tested at 1-1/2 times the working pressure for a minimum period of two hours. 2. Receptacles 2. Codes, Regulations and Standards by the Engineer. Gravity lines shall be given a gravity pressure test. All lines must be repaired and the entire system tested for an additional a. Receptacles shall be termination type duplex ground fault circuit interrupter. Receptacle device rated 20 a.Work shall comply with the requirements of the following codes 20. The Contractor shall verify all dimensions, elevations and site conditions and shall immediately notify the Engineer of all two hours. ampere, 125 volts, Arrow Hart No. GF8300 or approved equal. 1. Federal,State and Local codes having jurisdiction. B discrepancies prior to starting the work. C. Color coding of all exposed piping within the filter room shall be in accordance with the Color Code Schedule on this Device Plates 2. National Fire Protection Association. B 21. If a specific detail or specification is not provided then construction shall be the same as for similar work. The Contractor shall drawing. 1. In general, plates for all wiring devices, except as specified otherwise, shall be 0.040 inch satin finish stainless steel. 3. New York State Energy Conservation Contruction Code. clarify omissions with the Engineer. D. All valves shall be properly supported and tagged in accordance with the valve schedule. The valve tags shall be two A common plate shall cover all devices which are indicated at the same location. 4. New York State Health Code. 22. Written dimensions shall take precedence over calculated dimensions that shall take precedence over scaled dimensions. inch diameter, brass or cycolic plastic and attached to the valves with brass'S'hooks or plastic tie straps. 2. On the inside of each device plate,write the panel board designation and circuit number of the circuit serving 5. National Electric Code. E. All piping, unless otherwise noted,shall be rigid schedule 40 polyvinyl chloride pipe except that all piping under the pool the device. Reinforcing Steel Notes shell shall be rigid schedule 80 pvc. Any metallic piping used below grade shall be given a minimum of two coats of 3. Device plates shall be secured with stainless steel screws. 3. Fees 1. Reinforicing steel shall conform to ASTM A-615, Grade 60. bitumastic paint. All piping shall be supported continuously or at sufficiently close intervals to prevent sagging.All supply Motor Starters and Controls a. Include in price the cost of all required permits,fees,inspections,tests and certificates of approval. 2. Welded wire fabric:shall conform to ASTM A-185 with a minimum ultimate strength of 60,000 psi. and return pipelines to the pool shall be provided with insertable plugs or valves to allow piping to be drained completely. 1. Motor starters, auxiliary contacts,interlock wiring, selector switches, pilot lights, push buttons, control relays, and 3. Reinforcing bars shall be spliced a minimum of 45 bar diameters or 24"whichever is greater, unless noted otherwise.Lap top F. The fittings for the pvc piping shall be schedule 40 pvc or schedule 80 pvc when specified or under the pool and shall be other control devices, provided under this project, shall be in accordance with the drawings and as specified 4. Quality,Workmanship, Materials and Safety - bars at midspan and bottom bars at supports. solvent cemented. herein, to provide a complete operating system. a.Work shall be first class in every respect and shall be neatly performed in a practical and workmanlike manner by 4. Development length, Ld,shall be 35 bar diameters or 18",whichever is greater, unless note otherwise. G. All valves 2-1/4 inch and larger shall be of the butterfly type. All valves two inches and smaller shall be gate valves, ball 2. Starters for motors shall be of the combination magnetic type and size as required, non-reversing,full voltage, as sufficient electricians skilled in the work they are to perform using the best practices of their trade, and under type valves or butterfly type valves. required for the motor served. Starters shall be furnished with the following: continuous, com etent supervision. The work shall be organized in advance of the operation and carried out 5. Minimum embedment for standard hooks shall be 16 bar diameters, unless note otherwise. The 90°end hook shall have a q g� p p g p minimum length of 12 bar diameters. H. The bottom suction drain grate shall have a free area opening in the drain grating equal to four times the area of the drain a. Front operated non-fused switch mechanically-interlocked with the starter enclosure cover to prevent opening efficiently without delays which would impede progress or quality of the work of other trades and the work as a pipe suction line. Openings in the top of the grate shall be less than 1/2 inch wide. Main drains shall be installed'in the floor the starter unless the switch is in the closed position,and lockable in the open position. whole. Gunite Notes at the deepest point with a separation distance of 3 ft. or more and less than 20 ft. Drains to be located no more than 15 ft. b. Magnetic, across-the-line contactor with overload protection and under-voltage protection or release. b.Materials and equipment provided shall be new and approved for the application and shall conform with the from a side wall. A minimum of two hydrostatic relief valves shall be installed at the bottom of pool low points. c. Control transformer, minimum 100 VA extra capacity, fused secondary,1. Gunite is a trade name used to designate a mixture of Portland cement and sand thoroughly mixed dry, passed through a p y, for 120 volt control. specified codes and standards. Defective or damaged materials shall be replaced or repaired in a manner cement gun and conveyed by air through a flexible tube, hydrated at a nozzle at the end of the flexible tube and deposited I. Water return inlets shall be a minimum of 12 inches below the water line or as noted on the plans.The return inlets shall be d. Control stations shall be of the momentary contact Start-Stop push button and shall be door mounted. approved by the Owner. by air pressure in its place of final repose. g Equipment c. both adjustable and directional. Provide manufacturer's standard legend. E ui ment shall bear the UL label and shall meet or exceed NEMA standards. an a f th t th d f t ll b h l fill line J. The domestic water ne suppy sae separated e op of coping by approved type 6 inch air break. e. Running pilot lights of the oil-tight 2• Unless otherwise specified, all gunite shall be mixed in the proportions of 1 part cement to 4 parts sand base on dr/loose g p g g push-to-test neon-type with lamp and red lens shall be door mounted. volume. K. The piping shall pitch a minimum of one inch in 30 feet and equipped with low point accessible valves for draining when Provide manufacturer's standard legend. 5. Guarantee 3. Only Portland cements of American manufacturer's complying with the most recent edition of,"Standard Specifications for required and when shown on the plans. f. Starters shall be wall or stand mounted in NEMA 4X enclosures unless otherwise indicated. Enclosures shall be a. Furnish, in writing,a complete guarantee against defective materials and improper workmanship,satisfactory to L. A piping schematic behind glass or encapsulated in a clear plastic laminate shall be mounted on the filter room wall in a constructed of fiberglass polyester p g, p p p p y p Portland Cement"ASTM C-150-67 shall be used. Type I or II Portland cement shall be used unless noted otherwise. g ass reinforced of ester or PVC per NEMA and UL standards and shall bear UL listing. the Owner, for all arts, components and o eraton for eriod of one year from the date of acceptance of the 4. Fine aggregate (sand) shall consist of washed sand and shall be hard, dense, durable, clean,sharp and graded evenly from prominent place showing each valve, its function, number and approximate location. 3. Motor starters and controls shall be manufactured by the following complete installation by the Owner. fine to coarse in accordance with the"Standard Specfications for Concrete Aggregates,"ASTM C 33-67.Sand shall be free M. The pool contractor shall provide a comprehensive set of operating instructions and service instructions for all equipment a. Eaton b.Guarantee shall include complete maintenance of the system,including replacement parts,all labor and materials from organic matter and shall not contain more than 5%by weight of deleterious substances. and for all pool functions designed to meet the capabilities of a young lifeguard. b. Square D to maintain the system in proper operating condition for the guarantee period. Limits of Fine Aggregates Grading N. All pressure and vacuum gauges shall be set at the same elevation. Dial size to be 3-1/2 inch minimum,2 psi increments. c. General Electric Passing Size Percent b Weight Sieve Size Percent b Weight 5. The Following Items Apply to the Swimming Pool Electrical Systems: Panel Boards 6. Cleaning Passing No. 100 Passing No.30 30-50 A. The chemical feed equipment, chlorinator and acid feeder shall be electrically interlocked with its respective filtration 1. Panels shall consist of an assembly of circuit breakers installed in one gauge stainless steel cabinets,surface a.Remove all construction debris resulting from the work. Passing No.4 95-100 Passing No. 50 10-22 pump motor. mounted. b.Clean equipment and systems following the detailed procedures specified herein, or as directed. Passing No.8 65-90 Passing No. 100 2-8 B. All electrical motors, underwater lights,above grade lighting and all other electrical equipment shall be equipped with 2. The panel sections shall be mounted away from the back of the cabinet trim and framed. Passing No. 16 1 45-75 1 ground fault interrupters in accordance with the latest edition of the National Board of Fire Underwriters,the National a. The gutter space on sides, top and bottom shall be of sufficient size to prevent overcrowding of wires and 7. Coordination and Supervision Gunite sand shall contain between 3%and 6%moisture by weight. Sand and cement proportions may be correct to provide Electric Code, and the Underwriters Label of Certification. capable and overheating of the circuit breakers. a.The work shall be carefully laid out in advance to avoid unnecessary cutting, channeling,chasing or drilling of the C for bulkage due to sand-moisture content. C. All wiring and grounding of all deck equipment shall be in accordance with the latest edition of The National Electric Code, b. Cabinets shall be complete with door in door, hinged doors with cylinder lock, directory frame and neatly floor,walls, partitions, ceilings or other surfaces. Where such work is necessary,however, the work shall be patched 5. Water used for hydration at the nozzle shall be fit for drinking and shall be maintained at a uniform pressure which shall be at The National Board of Fire Underwriters and all local electrical codes having jurisdiction. C typed directory charts. and/or repaired in an approved manner by skilled mechanics at no additional cost to the Owner. least 15 psi above the air pressure at the nozzle. D. No overhead electrical wiring of any type shall be permitted within 20 feet of the pools measured horizontally from the c. Provide an angle piece on the inside of the bottom of each trim for ease of installation. 6. Adequate ground wires, to be used as screeds,shall be installed to establish the thickness and surface planes of the gunite water line. 3. The branch circuit breakers,in general, shall be molded case, bolt on type , thermal magnetic trip,single, two or Salt Chlorine Generator Notes work. Ground wires shall be placed so that they are tight and true to line and in such a manner that they may be easily 6. The swimming pool facility shall not be utilized until such time that an operating permit has been issued by the County. three pole. tightened. They shall be located at intervals sufficient to ensure proper thickness throughout and shall be maintained tight. 7. All work indicated on the plans and in these General Notes shall be completed in strict accordance with these provisions,The a. Multiple pole breakers shall be single handle,common trip. l. In-line generators shall use pool-grade salt dose into the pool to produce and introduce chlorine into the pool treatment a.through an electrolytic chamber. 7. When enclosing reinforcing steel,the nozzle shall be held so as to direct the material around the bars. A nozzleman's helper New York State Sanitary Code, all local codes having jurisdiction, and all local ordinances having jurisdiction. b. Where breakers of larger capacity are required, they shall have circuit characteristics as required by 2. The generator unit shall i equipped with an air jet shall attend the nozzleman and blow out all rebound,sand, etc.,which may be logged on the forms, g s a b listed and labeled to UL 1081 (for electrical/fire/shock safety) by an ANSI-accredited steel or gunite. Gunite material shall emerge from the nozzle in a steady, uninterrupted flow.When flow becomes intermittent Certification Requirements manufacturer specifications. certification organization. c. Breakers shall be 22,000 A.I.R. for 120/208 volt service, unless otherwise specified. 3. The generator units shall be installed according for any cause, the nozzle shall be diverted from the work until the flow becomes constant. Hydration shall be thorough and 1. The Engineer of Record must certify that the construction conforms to the approved plans. As such, certain inspections will be d. Main buswork shall be high conductivity copper and shall, as a minimum, be designed to carry the full rating g g to the manufacturer's instructions. uniform without the use of excessive water. In shooting walls and beams, application shall begin at the bottom and shall required. The inspections shall include the following: of the feeder breaker or swich supplying the panel without perceptible heating. 4. The saline content of the pool water shall be maintained in the required range specified by the manufacturer. completely embed the reinforcement.The limit of the thickness and height has been exceeded when the material begins to A. Main drain piping (joint inspection with County) e. Branch circuit breakers shall be arranged so that each breaker is readily removable from the panel without sag. In shooting beams, the nozzle shall be held at right angles, to the surface of application. Wherever possible,slabs shall be B.Shell steel reinforcing (joint inspection with County) disturbing adjacent breakers. completed in one operation. C. Buried piping prior to backfill (joint inspection with County) f. Phase legs shall be alternately bussed to each circuit breaker in a manner to effect balancing the branch 8. Reinforcement shall be cleaned of any previously deposited gunite which might prevent proper bond to reinforcement. D. Completion of all enclosure items and operation of all equipment (joint inspection with County) circuit connections as nearly as possible over each phase. Sufficient time shall be allowed between layers for the material to set. Before set has taken place, and before placing any 2. The contractor shall provide a mechanic capable of performing corrective work at each inspection. 4. Panels by Square D, Siemens, Eaton, and General Electric meeting these specifications shall be acceptable. succeeding layer, laitance shall be removed by brooming. Any laitance which has set shall be removed by sandblasting. 3. Follow up inspections may be required for corrective work that cannot be performed during the inspection. Identification and Tagging Surfaces shall be clamp at all times. 4. The Contractor shall provide a valid Electrical Approval Certificate at the final inspection. 1. Panels, cabinets, etc.,shall be properly identified with permanent nameplates securely fastened with screws to 9. Rebound pockets, sags or other defects shall be carefully cut out and replaced with new gunite or hand patched in a manner 5. The Contractor shall notify the Engineer of Record at least 48 hours in advance of any inspection. the front of equipment. "Stick-On"type letters or plates shall not be used. satisfactory to the Engineer. Water Chemistry Balance a. Identify equipment and key equipment components with nameplates of black laminated phenolic material. 10. Upon reaching the thickness and planes outlined by forms and ground wires, the surface shall be rodded to true lines. Upon b. Coordinate nameplates with actual equipment installed. completion of rodding, ground wires may be removed. If possible, the finish coat shall be applied so that gunite is not shot l. Prior to filling the pool, Contractor shall obtain a sample of the fill-make-up water and shall have it tested for the following: Total Alkalinity, Calcium Hardness, pHCopper, Manganese, Iron,Total Dissolved Solids c. Submit a cut sheet with nameplates for approval prior to purchase and installation. , over the finished work. All exposed surfaces shall be finished to straight and true lines. d. Minimum size nameplates shall be three (3) inches long with 1/4 inch lettering. 2. Upon completion of pool filling and prior to the addition of adjustment or sanitizing chemicals, an appropriate sequestering Marble Dust (Marcite) Finish Notes agent shall be added to the pool water as required to prevent and minimize metal precipitant. Pool shall be allowed 24 hours 2. Conductors in troughs, pullboxes, gutters, etc,shall be identified by means of tags indicating both terminating 1. After installing all new water line, step and interior tile, install marble dust interior surface. The new marble coating shall be a to circulate before any additional adjustment or sanitizing chemicals are added. points. minimum of 1/2 inch thick, and is intended to provide a smooth, uniform surface. 3. Upon completion of pool filling, pool contractor shall provide a one time adjustment of pool water chemistry to the following Grounding and Bonding 2. Prior to the application of the marble cult finish and after proper preparation of the pool shell, a bond coat shall be placed parameters 1. General to the entire interior shell surface. Bond coat shall be comprised of a bonding agent, Acryl 60 or equal,sand and Portland Total Alkalinity: 100-125 ppm Calcium Hardness: 150-250 ppm pH: 7.4-7.8 Salt:3000 ppm a. Provide all grounding and bonding conductors and connections as indicated, and in accordance with the cement. Cure bond coat a minimum of 36 hours. The mixture shall be in the following proportion Salt:3,000 PPM. Do not add salt until interior finish is properly cured. requirements of the NEC and all local authorities having jurisdiction. 2-1/2 Gallons of Acryl 60 4. All chemicals required to perform adjustments shall be provided by the Contractor. b. All major parts not carrying current,including the following items,shall be properly grounded with a green insulated 94 lbs of Portland Cement Special Requirements grounding conductor. 100 lbs of Sand 1. Submittals i. Metallic junction boxes and disconnect switches D Water as required to provide a mixture having a consistency of heavy paint a.Shop Drawings ii. All metallic raceways, conduits and outlet boxes 3. The marble dust coating shall consist of 1/2 inch thick layer of marble paster aggregate mixed two (2) parts marble to one (1) 1. Shop drawing submittals shall consist of one original and five photocopies. iii. Motor and equipment housings and metallic control panels County Review Stamp D part white cement. Finish shall be trowelled to a smooth, dense,impervious surface. Extreme care shall be used to avoid 2. Submit shop drawings of the following: c. Provide a"green"wire grounding conductor for all equipment and as indicated on the drawings. stains. 1) Panel Boards 5) Relays 2. Products 4. Pool finish shall be applied by mechan'cs having at least three (3) years experience in the installation of this material.Written 2) Safety Switches 6) Conduit, boxes and fittings a. Conductors and Connections 1 01/26/22 Per SCDHS Comments Dated 01/25/22 proof of this experience shall be supplied to the Engineer prior to commencement of the work. 3) Motor Starters and Controls 7) Name plates and legends. L Hard-drawn, stranded (ASTM 138) copper Rev. No. Rev. Date Description 5. Pool finish shall be cured in accordance with industry standards. 4) Wiring Devices ii. Accessible grounding conductors shall be annealed copper with 600 volt,green, type THW insulation. Conductors Larry A. Rubinson, P.E. I,, Road u shall be stranded except pool bonding conductors which shall be solid. Nortl I Boal,) Hotel General Notes 3. 1) Built Drawings iii. Accessible connections shall be made with multiple bolt silicon bronze connectors specifically designed and NY 1 1944 1) Upon completion of the work,furnish to the Owner in Autocad electronic file format and pdf format,"As-Built" p p y g �, 62005 North Road (C.R. 48), Greenport, 1. This entire swimming pool facility shall be designed, constructed and maintained in strict accordance with the New York approved for the connection to be made. Grounding connectors shall be indivivually selected fro each application, , ?- State Sanitary Code, Chapter 1, Part 6 and Sub-Part 6-1 of the New York State Department of Health. drawings on a flash drive and one set of paper copies. Drawings shall include all field changes and dimensions to as recommedned by the conductor manufacturer. � t€ ' o Proposed Out-Door Swimming Pool accurately locate all outlets,devices, equipment and such. 2. Following items shall become part of the architectural specifications for construction of the sanitary facilities. iv. Where connections involve dissimilar metals contributing to corrosion,interpose a third, compatible conductive t R & W / En ineers P.C. A. Walls, partitions and ceilings shall have a finish that is impervious to moisture. 4. Service Manuals 1) Provide three complete sets of instructions for all electrical equipment installed. material. Exothermic welds of copper to steel are acceptable. r• g B. Floors shall be non-slip, impervious tc moisture, free from cracks and joints and sloped to the floor drains a minimum of 1/4 . i�, 380 Townline Road,Suite 150,Hauppauge,New York 11788 v. Inaccessible connections shall be made with exothermic welds (Cadweld or equal) � �:' Phone(631)969-8535 Fax(631)969-8518 5. Cutting and Patching b. Grounding connections shall be manufactured b inch per foot. g Y �;. �* p 1) Provide all cutting, drilling, rough and finish patching required for the work. QA 6811.56 etc, Dwg. No.: C. The juncture between the walls, partitions and floors shall be coved. i. Burndy Corp. ,qo�,� �ti� Notes & Specifications 2) Provide all drilling and patching for expansion bolts, hangers and other supports for proper and safe installation of the ` sl o SP-6 D. Water closets, urinals, lavatories and showers shall be per code. The seat for the water closet shall have a split front. ii. Dossert Corp. E. Shower curtains shall be of plastic or plastic coated. work. iii. Oz/Gedney Co. Dwg.Scale: Designed' By: Checked By: Date: License No.: 68956 lAs Noted I PRG LAR I December 2021 6 1 2 3 4 5 �al PLUfl,SER CERTIFICATION ON LEAD CONTENT BEFORI CERTIFICATE OF OCCUPAN APPROVED AS NOTED SOLDER USED IN WA TEF DATE: o? B.P,# 3 SUPPLY SYSTEM CAN^. FEE: 9015t, pti,. EXCEED 2/10 OF NOTIFY BUILDIN:- k;RTXtrz- AT 765-1802 8 AM TO "M FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED �`R B NA' FOR POURED CONCRETE AUMBING 2. ROUGH - FRAMING & PLUMBING &WATER LINES NEED 3. INSULATION TESTING BEPOR7 4. FINAL - CONSTP"(7!ON MUST BE COMPLETE ' ". 0. ALL CONSTRUC1r;N SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF MUSS PLACARD:NG RECIUVIED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -� SIRE !NSPECTION INGBOARD Fi EQUIRE-D 13EFORE S' I�urnnmMiTRUSTEES OPENING _ N.Y.S.DEQ' DO NOT PROCEED WITH, FRAMING UNTIL SURVEY. OCCUPANCY OR OF FOUNDATION LOCATION USE IS UNLAWFUL HAS BEE-N APPROVED. WITHOUT CERTIFICpn�, ��aa`�E I.y„ .0JL n )F OCCUPANCY El'cLOSE POOL TO CODE UPON COMPLETION --FORE"WATER',,,: RETAIN STORM WATER RUNOFF Blower door PURSUANT TO CHAPTER 236 and ductwork JF THE TOWN CODE, All exterior li;hting testing required, installed, replaced or Must provide Manuals repaired shall conform D, 1 and S as per to Ch2pter172 NYS Energy Code of the Town Code N M GENERAL NOTES ANSI DETAILS NC,JLArE HOT WATER w r 1 NEW DRAWING ccIs Sunset Hotel FAP;C DRP.I'I TO J. 3'-0" MIN. PFLS AT CONTACT c I I ® ISSUED WITH CHANGES a IFES LINE of REQUIRED I ® ISSUED WITH NO CHANGES 1. THE GENERAL CONTRACTOR IS TO SUBMIT TO THE BUILDING'S OWNER ALL NECESSARY -6" MIN 1'-6" CLEARANCE a - _s' z INSURANCE:FORMS AND AFFIDAVITS PRIOR TO THE COMMENCEMENT OF WORK. MIFF'[R: - o I 0 TO BE ISSUED m 62005 CR 48 2. CONTRACTOR SHALL GIVE THE TENANT WRITTEN GUARANTEE COVERING ONE(1)YEAR FROM DATE x z T I o OF FINAL ACCEPTANCE BY THE TENANT(CONFIRMED IN WRITING),AND HE SHALL,UPON NOTICE, z g Southold, NY 11944 --I o PROMPTLY MAKE GOOD AT HIS OVA EXPENSE,ALL DEFECTS IN MATERIAL AND WORKMANSHIP A Te X = 1'-0" IE Doug rIA E TH w - '; A CLOSER AND A LaTi;H U) DURING THIS PERIOD WITHOUT ANY COST TO THE TENANT. r-----1 KNEE CLEAF:ANCE 8" MIK F," MAX TOE CLEARANCE ------ I � 3, THE GENERAL CONTRATOR SHALL3HECK BUILDING OPENING CLEARANCES FOR DELIVERY OF -3" MIN CETT" ( h 1 DRAWING LIST studlioPEDRAZZI Architects EQUIPMENT AND/OR MATERIALS-IE.,SIZE OF ELEVATORS,CORRIDORS,ETC. _ _-- - - A-000 COVER SHEET 5'-O" Imrl' I ,LEAF I NOTE: X = -u" MIN IF FLOOR __ X= 3'-6" MIH IF Y=4'--6`. A100 SITE PLAN 0 4. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE FINISHED DIMENSIONS, O _ SPACE 4'- ---j A101 LOBBY FOUNDATION PLAN 0 Drawing Ke Notes D ___ ° �� g Y o' o'u i0' z'-� 5. ARCHITECT TO VERIFY WALL LAYOUT OF WOOD STUD PARTITIONS PRIOR TO SHEETROCK 3 MIN. 4'-6" MIN. /4" To 1 1/r' 1/z" I - 0 I E A102 LOBBY FLOOR PLAN INSTALLATIONS.ALLOW ARCHITECT 24 HOUR11 t 2- S NOTICE FOR FIELD INSPECTION, _ 4'-0" MIN. - ® 0 o, i o, A103 LOBBY ROOF PLAN0 TOILET PAF'EF O NOTE Y= S A MIN.; 'f=4'-C' MI:J. 7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AGAINST DIRT AND o = F DcoR HAS A c`°'ERS 4'�" A104 LOBBY SECTIONS 0 0 z 4 a � DAMAGE AND SHALL BE RESPONSIBLE FOR KEEPING PUBLIC CORRIDORS CLEAN AND FREE OF SCALE: I I _A1 05 LOBBY ELEVATIONS MATERIALS AT ALL TIMES. - GEAR EAR I I� Q A106 LOBBY ELEVATIONS 8. ALL PERTINENT PRECAUTIONS FOF FOR ACCIDENT PREVENTION RECOMMENDED BY THE NOTE: Y= IN IF OC, r=.a'-o" MIN IF DooR ASSOCIATED GENERAL CONTRACTORS OF AMERICA,INC.,OSHA,OR BY STATE AND LOCAL LAWS X "A' A oL`F3ER AND REGULATIONS,SHALL BE CONSIDERED TO FORM A PART OF THE CONTRACT WORK. Y z SYMBOLS SCALE: -0" MIN V I - ----I 9. ALL WOOD BLOCKING,GROUND,CABINET WORK,WOOD DOORS,ETC.ARE TO BE CONSTUCTED IN THEIR ENTIRETY USING SOLID WOOD LUMBER AND/OR PLYWOOD. o - DI I 13 j I 11} NOTL: Y= 3'-6" MIN.; �' DOOR 10.BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES(ELECTRICAL,HVAC,GAS,ETC.) CLE,R WIDTH ANY AM01:NT - 2 A i HAS A" MIN RT Doo ® NEIN WOOD FLOORING HAS A CLOSER THAT WILL. TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDING, F Lobb vAX. o., :X l_-- _I 4'-0" I,,^i �� WINDOW NOTIFY THE ARCHITECT AND THE BUILDING OWNER 72 HOURS IN ADVANCE AND OBTAIN x Is TIL- 1'-0" MIIII, Ia HANDRAIL ExTE,TIor, --I t, REQUIRED AT EACH TOP F:ISER 5t DETAIL SYMBOL z ^iI. I i t Y IS THE M'T]IMIIM HANDRAIL EXTENTION OF 1'-0" FLUS 2� 11, DO ALL WORK SO AS NOT TO ENDANGER BUILDING STRUCTURE. PROVIDE TEMPORARY BRACES I TH_ WDTH of ONE TREAo THAT IS REQUIRED AT EACH AND OTHER SUPPORTS AS MAY BE REQUIRED TO ASSURE THE SAFETY OF THE EXISTING EoroM RISER. s CONSTRUCTION. 4' a A22o 2 ELEVATION SYMBOL SCALE: 1 13. ENFORCE ALL REQUIREMENTS REGARDING SIGNS,SECURITY,FIRES,DANGER,SIGNALS, BARRICADES,SAFETY LIGHTING,AND SMOKING, 0 SECTION SYMBOL 2 3'-C" MINT go 14. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON L� OFFICE ROOM SYMBOL OF THE INSUFFICIENCY OF PROTECTION PROVIDED, 7 SCALE: V SCALE: SCALE: SCALE: ' 0- PARTITION TYPE 2-2" CEILING HEIGHT SYMBOL 15.ALL MATERIALS,ASSEMBLIES,FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL BUILDING CODES 1107.6.1 Group A 16.WHERE PIPES,WIRES,CONDUITS, ETC.PIERCE FIRE PROTECTION OF INDIVIDUALLY CASED STRUCTURAL MEMBERS,SUCH PENETRATION SHALL NOT EXCEED 2%OF ANY FACE OF SUCH PROTECTION AND SHALL BE CLOSED OFF WITH CLOSE FITTING METAL ESCUTCHEONS OR ZONING INFORMATION PLATES. 17,DUCTS, PIPES,AND CONDUITS PASSING THROUGH RATED CONSTRUCTION SHALL HAVE SPACE NOT DESIGN CRITERIA TO EXCEED 1/2 INCH PACKED WITH MINERAL WOOL AND CLOSED OFF WITH CLOSE FITTING METAL ZONING DISTRICT: RESORT RESIDENTIAL RESORT HOTEL - MOTEL W/ACCESSORY USES ESCUTCHEONS,AGGREGATE NET AREA OF SUCH OPENING SHALL NOT EXCEED 25 SQUARE INCHES IN ANY 100 SQUARE FEET OF WAL.OR FLOOR AREA UNLESS PROTECTED BY RATED SELF CLOSING Town of Southold PERMITTED USES:TRANSIENT HOTELS OR MOTELS DEVICES PER NY STATE BUILDING CODES 18. FIRE DIVISIONS SHALL COMPLY WTH THE PROVISIONS OF N,Y,FIRE CODES AND SHALL BE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ADDRESS : 62005 ROUTE 48,TOWN OF SOUTHOLD, NY, CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR CONSTRUCTION, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD HAZARDS AIR FREEZING SCTM# : 1000-40-1-1 (3.21 ACRES) 19,CONCEALED SPACES WITHIN WALLS, PARTITIONS,FLOORS,FURRING,PIPE SPACES,COLUMN, SNOW SPEED DESIGNDESIGN UNDERLAYMENT ;..... CATEGORY WEATHERING FROST LINE TERMITE DECAY INDEX LOAD MPH ENCLOSURES, ETC,,SHALL BE FIRE STOPPED WITH NON COMBUSTIBLE MATERIAL THAT CAN ) DEPTH TEMP. REQUIRED BE SHAPE FITTED AND PERMANENTLY SECURED IN POSITION PER N,Y.STATE BUILDING CODE. AREA OF WORK:MOTEL LOBBY 45 PSF 140 C SEVERE 3'-6" M-H S-M 11 YES N/A 1500 10NS OR OPENINGS IN WALLS,PARTITIONS OR FLOORS FOR PIPE SLEEVES,ELECTRICAL 20.PENETRAl DEVICES, ETC.,SHALL BE PACKED,SEALED,LINED,OR OTHERWISE ISOLATED TO MAINTAIN THE STC RATING. V DESIGN CRITERIA BEING USED: 21.INTERIOR FINISH REQUIREMENTS SHALL BE IN ACCORDANCE WITH TABLE 803.13 OF THE American Forest and Paper Association (AF&PA) Wood Frame PLOT PLAN 2020 NYS BUILDING CODE 22.LIGHT AND VENTILATION SHALL COMPLY WITH ALL APPLICABLE 2020 NYS Building Code TABLE 1607.1 ARCHITECT: -- - - - - TABLE 1604.3 MINIMUM UNIFORMLY DISTRIBUTED f ALLOWABLE DEFLECTION OF LIVE '{ studiioPEDRAZZI Architecture + Design STRUCTURAL LOADS ell,f � 200 west 58th Street MEMBERS (in pounds per square foot) Suite 1 OC, New York, NY 10019 WALUCEILING LEGEND DEFLECTION USE LIVE LOAD Site Location STRUCTURAL MEMBER ALLOWABLE phone: 212.581 .1978 ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING L/240 EXTERIOR BALCONIES 60 f ROOF MEMBERS SUPPORTING NONPLASTER CEILING L/180 DECKS 40 / STRUCTURAL ENGINEER: ROOF MEMBERS NON SUPPORTING CEILING L/120 PASSENGER VEHICLE GARAGES ATTICS WITHOUT STORAGE 50 Alvin P. Tabar P.E. FLOORS MEMBERS U240 10 315 Church Street O (2) Layers 5/8" type "x" Gyp. Brd. O/ 3 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L/360 ATTICS WITH STORAGE 20 V / o� @4aw, 1/2' Wood Studs o/ 1/2" Furring Strip o/ _ 4th Floor, New York, NY 10013 EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 ATTICS ACCESSED BY A FIXED STAIRWAY 30 UL U420 (2) Layers 5/8" Type "x" Gyp. Brd. phone: 917.993.3200 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 ROOMS OTHER THAN SLEEPING ROOMS 100 �� INTERIOR PARTITIONS WITH PLASTER OR STUCCO FINISH U360 SLEEPING ROOMS 40 ;'Szn (2) Layers 5/8 type x Gyp. Brd. o/ 3 l- �I O INTERIOR PARTITIONS WITH OTHER BRITTLE FINISHES L/240 STAIRS 1/2' Wood Studs o/ 1/2" Furring Strip o/ 40 --- (2) Layers 5/8" Type "X" Gyp. Brd. INTERIOR PARTITIONS WITH FLEXIBLE FINISHES U120 GUARDRAILS AND HANDRAILS 200 j General Notes: '��'' `` " L_ (1) Layers 5/8" type "x" Gyp. Brd. o/ 3 1/2' O Wood Studs o/ 1/2" Furring Strip o/ (1) Layers A'0'_ UL U305 ('I Hr.) 5/8" Type "x" Gyp. Brd. CODE DATA CHART 1 . Plywood Shutters will be required for any new glazed area, as per USE&OCCUPANCY CLASSIFICATION A-2 ASSEMBLY 2020 NYSDC 1609.2- Protective Openings. (2) Layers 5/8" type "x" Gyp. Brd. o/ 3 CONSTRUCTION CLASSIFICATION V B(WOOD FRAME-PLATFORM CONSTRUCTION) Cover Sheet O DEIGHT SIGNC D FIRECRITERIA AREA 35'-0"Max.Height 2. The ICC/ANSI A117.1-2009 Shall Govern all Accessibilty Facilities. ENERGY COMPLIANCE REPORT 1/2' Wood Studs o/ (2) Layers 5/8" Type DESIGN CRITERIA "X" Gyp. Brd. 2020 NYS Building Code Cedar Siding o/ #15 Felt Paper o/ 5/8" Plywood o/ 2018 NYS Energy Conservation Code CE SUBMITTED SEPERATELY COMCHECK COMPLIANCE Project Status 6 5 1/2" Wood Studs w/ Batt. Insulation o/( 3. S rinkler System NFPA-13 Layers National Electrical Code 2017 REPORT Date 06.23.22 5/8 Type x Gyp.Brd. 4. Separate Fire Alarm Plans will have to be submitted to the Drawn by TRP All Energy compliance shall comply with the 2020 NYS Energy Code (This would � Carpet o/5/8" Plywood o/TJI Joist w/ Batt Fire Marshal for review prior to installation) include lighting, equipment sizing, air leakage test) M O2221 Insulation o/ (1) Layers 5/8" Type "x" Gyp. o/ A-000 Brd.1/2" Furring Strips o/(1) Layers 5/8" Type "x" 5. All counter and work spaces shall comply with ICC/ANSI N Gyp. 6. Entrance to Lobb will be Accessible to Comply w/ ICC/ANSI Al7.1-2009 N UL L570 (11 Hr.) Y p Y �aL ('ORS"I►uG �/ Scale As indicated co 7. All Doors to the Exterior Require Panic Hardware CD Fla ns gnus'� ke Qfnend.0-d Sunset Hotel 33' - 0" 62005 CR 48 01 Southold, NY 11944 U O CD Unexcavated Area r 101 - 4" (New Construction) 10' - 6" 10' - 3" EQUAL EQUAL studioPEDRAZZI Architects 't'MIN. 4 C3 2 EQUAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 1 , j Drawing Key Notes --+ I\ 6 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i \ I 1 - - - } EQUAL I xStud Wall with Drywall both++ z,.2 37 Side ,"MAX. i I H2O He4 I T I _ 6 EQUAL M Pool E ui t Mechanical — — — — „ I / - I q p • New 8 Wide 3500 psi Poured in place 12 M I 17 _ _ I I 14 Q 1 I � _ _ _ _ Concrete Walls, atop of 2 8x1 6 13 7"MIN. / I Provide 12 Air Exchange/Hr. Poured in Place Concrete Footing, (2) #5 Fin. Mr.to be 4"Below Main r. Rebar at top of wall and bottom, Min. of SECTION I 3" Clearance. Footing to hae 2"x4" 2 I I Keyway and (3) #5 rebar continuous. Double 2 x Floor Joist OPlywood SubfloorI I — Existing 4" Stud Wall to be Removed 1 LF.E I — — — — O Floor Joist _ z 1/2 1 I IF- 7 I Un-excavated Area at Stone O 2 x 6 Blocking I _ _ _ _ _ _ _ _ _ _ _ _ —I $_I _ Porch. I I M I — � L — -J . O 1�� Lip4o I I I PLAN VIEW I ® Exit Sign. 12 Simpson HU Hanger 13 2" x 12" Stair Stringer @ 12" o.c. w/ One Adjacent to 1 I 3'-4„ 1 Emergency Li g y htin g g Wall. I Unfinished Open ® I Storage Space 16 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws i 1 1 ------ - 3'- 1" 1 F E Fire Exstingusher 18 Cut Plywood Riser or Treads Fasten to 2x Stair Stringer w/ Glue & Drywall Screws 1 - 1 I Occupanicy Load: (Accessory Storage Space) ------ I Basement 1 i 1500 sq.ft/300 Net = 5 persons l i i I 1 I I I — — — — — — — — — — — — — — — — — — — — — — —— — — — — - - - - - - - - - - - - - - - - - - - —�— NOTE: LOCATE ALL PLUMBING VENTS ON Unexcavated Area REAR ROOF OF BUILDING New Construction 'E . 4" VENTTHRU ROOF 4" VENT THRU ROOF 541 - 911 ADA LAV ADA LAV Gam' 2'1 2"1 1211 LAV I LAV.LIT,I ' W.0 W.0 ARCHITECT: SECOND FLOOR studioPEDRAZZI Architecture + Design Lobby Basement 200 west 58th Street 2 1/4" = 1'-0" Suite 10C, New York, NY 10019 phone: 917.796.5451 GENERAL NOTES STRUCTURAL ENGINEER: 1. Verify with Architect exisitng footing size and foundation wall thickness before proceeding. 6. Provide #15 felt membrane damp-proofing over trowelled on mastic on all poLred concrete Alvin P. Tabar P.E. If other conditions are encountered or special site conditions prevail the contractor is foundation walls from grade to footing. 315 Church Street BASEMENT responsible for notifing the architect. 7. Provide 6 mill polyethylene vapor barrier under concrete slab. 4th Floor, New York, NY 10013 2. All footings to bear on undisturbed soil with a min. allowable soil pressure of 4000 lbs. /SF and 8, Provide A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be phone: 917.993.3200 shall have a minimum of 3'-0" of cover. Soil is assumed to be sand/gravel, with a minimum trace of dry clay. 5/8" dia. x 1 '-4" ea side Opening and 3'-6"o.c. Provide 2 bolts per sill piece minimum. CO 3. Soil tests are required as per Section 1803.1 9. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 4. All footings to have (3) #5 rebar. degrees or less. Concrete shall not be poured on frozen surfaces. TIE INTO SEPTIC SYSTEM 5. All concrete to be 3,500 psi stone concrete @ 28days. 1 Plumbing Schematicl 3/16 = 1 -0 Lobby Foundation Plans Project Status Date 06.23.22 Drawn by TRP a N Ami N N N O Scale As indicated N 1 A-104 A-106 3 1 Sunset Hotel FF_ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I 62005 CR 48 I I Southold, NY 11944 I I I i I I I studioPEDRAZZI Architects Pool Deck 13' - 10" 1 4' - 1111 i 4' - 11 " 1 3' - 1011 61 - 211 A Drawing Key Notes I- 0 2x6 Stud Wall (See Wall Section) I A 0 A 1 I I 2x4 Stud Wall with Drywall both 1 3'-4"x 8'-0"Temp. Glass Door _ \ I I Side w/Panic Hardware 2'-1� x 6'-8" (To Remain Unlocked During Business M sonite D or I I �� Hours) \ New 8 Foundation Wall I -ADA La _ I ® Existing 4" Stud Wall to be Removed 20 / I ;� A �F:E] I _ I Un-excavated Area at Stone I W ° - - i - Porch. I � I 2 1 Hotel Lobby I , _ , I ® Exit Sign. A-104 I 2 I ADA La .� Light 1232 sq.ft x 8%=98 sq.ft/Provided 550 sq.1ft i ,21 I I i Emergency Lighting o I Venting 1232 sq.ft x 4%=49 sq.ft/Provided 65.5 q.ft ® 2'-10"x " O — — — — — — — — — L — — — — — VLasonite%'aQr i g! F.EFlre Extin uisher 2 A-106 2'-6"x '-8" Occupancy Load: (A-2) Maso ite Door First: Floor I 1550 sq.ft/ 7 Net = 221 persons 1 3'- 1" A-105 2 Vestibule 1 i Check-In I o Counter ------ 22 W r 1 ' I 3'-4"x 8'-0"Temp. Glass Door iZo w/Panic Hardware I (To Remain Unlocked During Business Hours) I 101 - 611 I I 541 - 811 , A-105 ' ARCHITECT: studioPEDRAZZI Architecture + Design - 1 Lobby Floor Plan 200 west 58th Street 1/4" = 1'-0" Suite 10C, New York, NY 10019 phone: 917.796.5451 STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 4'- 10" 315 Church Street Structural Mulled 3'-011 4th Floor, New York, NY 10013 Windows phone: 917.993.3200 M o \ Window Type B \� Ca em nt) Lobby Floor Plan co CAD CH) Tempered Project Status 45 MIN. Fire Rated Door&Frame 3'-0"x 6'-8" Fiberglass Entry Door 2'-8"x 6-8" MDF Door Glazing Date 06.23.22 (Simpson or Approved Equal) w/Panic Hardware (ADA Lav-32"Clear Opening) Window Type A Drawn by Author (Fixed) A LOa - 1021pCID Window Door Legend Copy 1 N N 03/891 1 1-011 Window Schedule0 1/411 = 1 1-011 o Scale As indicated N Sunset Hotel I62005 CR 48 Southold, NY 11944 I 6" Alum. Square I studioPEDRAZZI Architects Gutters to Leaders I (Black) I Drawing Key Notes n n I I I I 15" Standing Seam Aluminum Roof I (Black) I I I I I 2 A-1 6 I u 'J //�V✓SAP`•' � r'(1��; Lobby Roof Plan r ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 917.796.5451 RIDGE BOARD COLLAR TIE STRUCTURAL ENGINEER: ROOF RAFTER LOOKOUT FRAMING Alvin P. Tabar P.E. 315 Church Street 4t-.h Floor, New York, NY 10013 phone: 917.993.3200 DOUBLE RAFTER BASE PLATE Lobby Roof Plan HEADER FASICA BOARD DOUBLE TOP P WALL STUDS @16"O.C. Project Status Date 06.23.22 Drawn by Author coa co 2 Gable Overhang Detail Aml 3 1/4" = 1'-0" N N N O Scale 1/4" = 1'-0" co co Level 6 — — — — — — — — — — — 69' - 5 3/16" — — — — — — — — — — — — — _ _ Level 6 69' - 53/16" 1 — — — — ---- i -1 107a Sunset Hotel Level - - — - — - — - — - - — - — - — - — - —I ---I I I-----I 7I , 3I' I II I_- --3 3 Level 8763' - 5 3/16" _63'_- 56 62):0,�.:.0+:�,,, 5 .:thC:WYJE.R,.'4- 8 SoutholdNY11.�p�} 9': '4�4 studioPEDRAZZI ArchitectsNon-Combustible Storage Only Drawing Key Notes zo 'Hotel Lobby Level 2 NWWWWR 51' - 8 5/ co o 0 Level s Ad Level 5 42' - 7 8 42' - 7 7/8" Unfnishe pen Unfinished pen Storage race,ce Level33' - 0" _72t, II Lobby Section C Lobby Section A 1/411-0111/41111-011Level 6 69' - 53/16" Level 7 63' - 5 3/16" ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 917.796.5451 Level 2 STRUCTURAL ENGINEER: 51' - 8 5/8" Alvin P. Tabar P.E. 315 Church Street Hotel Lob 4thFloor, New York, NY 10013 ADA Lay. 2 phone: 917.993.3200 Level s 42' - 77/8" Lobb SectionsUnfnished OpenMechanical Pool Equipt. Storage Space Project Status Date 06.23.22 Drawn by Author Level3 M Lev0n A 1 33i - ® 4 Scale 1/4 = 1 '-0co Section B 1/4" 1'-0" 0' NO 15" Standing Seam Aluminum Roof (Black) Windows (Pella Impervia - Black) Sunset Hotel Fascia &Aluminum Square Gutters (Black) 62005 CR 48 1"x10" Vertical Cedar Siding Southold, NY 11944 Level 6 69' - 53/16" studioPEDRAZZI Architects Drawing Key Notes — — — — — — — — — — — _ Level 63' _ 5 3/16" I Level — — ----� — � — — — — — 51' - 8 5/81 I Level ee5 42 -17 7/8 I I 1I I II I I I I I IIS I I-I I II I I I - 1I I I I1 11 I I I I I-I I II I II I I 1 1 1I I II I I I I I I I I I I II I I I I I-I I I 11 1-I 11-I I I-I I II I II I I1 I II I 1I I II I II 1 South Elevation 1/411 = 11-011 15" Standing Seam Aluminum Roof (Black) _Windows _ Level (Pella Impervia - Black) 69' - 5 1 "x10" Vertical Cedar Siding - C< Fascia & Aluminum Square Gutters Level (Black) _ r� 63' 5 3/16" ARCHITECT: studioPEDRAZZI Architecture + Dei I sn 9 200 west 58th Street Suite 10C, New York, NY 10019 jAll phone: 917.796.5451 STRUCTURAL ENGINEER: Level 2 Alvin P. Tabar P.E. 51' - 8 5/8" 315 Church Street 4th Floor, New York, NY 10013 phone: 917.993.3200 Stone Veneer I Level 5 42 7 7/8 Lobby Elevations Project Status — — Date 06.23.22 Drawn by Author West Elevation _ 2 1/4" = 1'-0" o A- 1 05 N CDN N Scale 1/4" = 1 '-0" N 15" Standing Seam Aluminum Roof (Black) Windows Sunset Hotel (Pella Impervia - Black) Fascia & Aluminum Square Gutters 62005 CR 48 (Black) Southold, NY 11944 1"x10" Vertical Cedar Siding _Level 6 studioPEDRAZZI Architects 69' - 53/16" Drawing Key Notes _Level7 63' - 5 3/16" I 00, i 0 d Level 5 42' -f7 7/8" 1 North Elevation 1/4" - V-0. 15" Standing Seam Aluminum Roof (Black) 1"x10" Vertical Cedar Siding Windows r (Pella Impervia - Black) Fascia &Aluminum Sqaure Gutters (Black) `�, �,. . . , ;�7' yr� ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street Level 7 Suite 10C, New York, NY 10019 — — — — — 63' - 6 3/16" phone: 917.796.5451 j STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 315 Church Street 4th Floor New York NY 10013 phone: 917.993.3200 I Lobby Elevations Project Status I Date 06.23.22 Drawn by Author Level a —I — — — 42' - g„ I- - III III III III 'III III III III III I I I III I III III III III III III III III III III A- 1 ®6 N N N O 2 East Elevation Scale 1/4" = 1'-0" N 1/4" = 1'-0" Unexcavated Area Sunset Hotel I I I I 62005 CR 48 Southold, NY 11944 R R - - s/co studioPEDRAZZI Architects I I I I , I I Unfiniged Open � �\ Storage Space Drawing Key Notes Smoke/CO Detectors (as per local codes) ` R R 0 R R 0 R { - Ceiling Mounted Fixture Wall Mounted Fixture S/CO Switch , Is 3 3 Way Switch Floor Receptacle ____ ---- zzo Receptacle I I I Weatherproof Receptacle I I wp GFI 3@E220 Receptacle Switched Receptacle Fourplex Receptacle Unexcavated Area a Cable TV/Phone Jack a USB Jack F❑ FAN-Switched Separately Ceiling Recessed Fixture-WAC AETHER R Scounce Light S lobby Basement Power `I'L Landscape Light 2 Plan { - Pendant Light A 6" = 1'-0" P CF Ceiling Fan 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - – — — — Infrateck Electric ceiling Mounted Heater �H (])H � H I II Covered Porch I H SCF P GCF OH I I i � P S S S S I jj, ±vim ± GFI PGR 1171 AHO {$ s ray �r I S IIS IIS I II II I R R I I II II s/co a ARCHITECT: studioPEDRAZZI Architecture + Design I I 1 1 200 west 58th Street Suite 10C, New York, NY 10019 I I I R phone: 917.796.5451 H;GFI(4s P - - - -- P - -- - I - P - - - - STRUCTURAL ENGINEER: Alvin P. Tabar P.E. 315 Church Street 4th Floor, New York, NY 10013 S -0 R I 1 1 phone: 917.993.3200 R -0II _--- I I I I IJ S --- IIS IIS V V I I I far V I I I as ids his s Lobby Power Plan I I I I I I Project Status I Date 06.23.22 ' I O Drawn by TRP - - -�� ®I- - - - - - - - - - - - -© - - - - - - - - - - - - - - - - - - G- A- 1 7 0 i� N N O Scale As indicated N Lobby Power Plan 1 3/16" = 1'-0" AlSunset Hotel S-301 / Y Building / // ,/ / / / Lobb / / / / 62005 CR 48 '/ Greenport, NY 11944 47'-115/8" 10'-0" 30'-0" ' / studioPEDRAZZI Architects : I _ ' / F [31'-4"j N / / I I T/WALL= EL 37'-0" I[30'-4"] f / / / / / / ,r I TANALL= EL 37'-0" \\ / I I X 42.67' \ -34 - - 31'- ,-34 - i i / \ \ / N \ FUTURE SWIMMING POOL \\ / (NOT IN CONTRACT) / / / I ' S S-301 o co 35- - - - -- - - - - - - - - - - - - - -- - ' / / / I I -jL T/WALL= EL 37'-0" - - -36- - - - _ - - _ _ _ 2 i I nTn I X EAST BUILDING (NOT IN CONTRACT) S-302 I I I I I 3 BUILDING DEPT COMMENTS 06/02/2022 32'-4"] 2 BULLETIN 1 04/29/2022 1 CONSTRUCTION DOCUMENTS 04/21/2022 I I I I A III I I No. Description Date Ulu I I I - ' - — ' - — - — � — — — 1 — — I � I I as I I I I � -37- - - - - - - - - - - fl- -- - - - - - - - -�- _ G' t - - - - - - - - - - - - - - - I - - - - - i \�I I I I I I JUN 3 0 2022 o BUILDING;DEf,,: } TOWN OF SOU I1? r' I I , 3'-33/4" I1 1 1 \ 12" ARCHITECT: .a I----- - --- - --- - — � - FWF-1 - --- - --- - �-- - --� ';' LEGEND 9 I I studioPEDRAZZI Architecture + Design E02 42'67 200 west 58th Street X SPOT ELEVATION Suite 10C, New York, NY 10019 I i I I phone: 212.581.1978 '[32 -4"l TOP OF PROP OSED FOOTING STRUCTURAL ENGINEER: I I F- I -1 F 7 FWF-11 LFF2. JS-104AI-ALT 5 F2'5 I 25 Melville Park Road WEST BUILDING I I I FWF-1 I I I I Suite 229H, Melville, NY 1747 (NOT IN CONTRACT) I I I I phon .7898 IIr-- - -n N 01" NF ky 9 i s ' F2.5 S-301 I--- - --- - — - — - FWF-1 - --- - --- - J ! •l� r ' i � �4D Cr LU L - - - - - - - - - - - - - - I^- - - - - - - - - - - - - - - - - - - - - IJ I NOTES: F�A �92153 ICI 21'-7 7/8" 21'-9 3/4" 10'-7 718" RaFf S S I O�P� 1. REFER TO DWG S-104 FOR BALANCE OF INFORMATION Q 2. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB SLOPES,STEPS, ,4 ,U 2 I RECESSES,DEPRESSIONS,ETC. LOBBY BLDG - FOUNDATION PLAN ISSUED FOR FILING Date 04/15/2022 Drawn by Author N S- 101 N N O Scale 1/8" = 1'-0" N 3h �1 Sunset Hotel ' Lobby Building 62005 CR 48 Greenport, NY 11944 studioPEDRAZZI Architects / / ' I ' I � 1 i - RETAINING WALL - SEE S-301 FOR DETAIL / X 42.67' \ y 34 i \FUTURE SWIMMING POOL \(NOT IN CONTRACT) 1 5 S-301 / / / / ' 1 ' X 142.67' 36- - EAST BUILDING (NOT IN CONTRACT) — — — — — — — — — — — S-302 d I 2 BUILDING DEPT COMMENTS 06/02!2022 — — — — — o I 1 .4 1 .8 2 1 CONSTRUCTION DOCUMENTS 04/21/2022 54'-1 1/2" No. Description Date i 1— 37 — — — - - — — — — — i _ - - fl - - - - - -_ - _{ -_ - - - - - - - - C II it I II II - - - - - - - L - -_ I — — — — — — — — — — J — — B — — — — — — — — ARCHITECT: I I \ I studioPEDRAZZI Architecture + Design I 200 west 58th Street Suite 10C New York NY 10019 phone: 212.581.1978 STRUCTURAL ENGINEER: S-105 AI-ALT WEST BUILDING �A' I 25 Melville Park Road (NOT IN CONTRACT). I I ' Suite 229H, Melville, NY 11747 I _____ I I pho o f IE S )0 7898 07898 �Q' PSV I N Tfl - - — — — — — — — — — STAIR 8E!I F 0,92153 9 I NOTES: 'q S0 S-301 1. REFER TO DWG S-105 I 2. REFER TO ARCHITECTURAL ALANCE O D DRAWINGS FOR INFORMATION FOR STAIIRCASE,FLOOR OPENINGS,ETC. LOBBY BLDG - LEVEL 1 FRAMING PLAN ISSUED FOR FILING m I I Date 04/15/2022 Drawn by Author S- 102 LON N N O Scale 1/8" = 1'-0" N Sunset Hotel Lobby Building 62005 CR 48 Greenport, NY 11944 studioPEDRAZZI Architects L�I c'r 1 1 .4 1 .8 2 1 CONSTRUCTION DOCUMENTS 04/21/2022 INo. Description Date I I I i - - - — - — - — - — - — - — - — - — - L - — - — - — - — - — - — - — - -L - — - — - — - — - — - — - — - -L - — - — - — - — - — - — - — - — - — - C I I I ARCHITECT: ' studioPEDRAZZI Architecture + Design I 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581.1978 o-, STRUCTURAL ENGINEER: AI-ALT s-106 25 Melville Park Road Suite 229H, Melville, NY 11747 phone: 23.7898 i OF NEW I N I FQ 0921 \ . I NOTES: OFESSI�NP -!-- - - - - - - - 1. REFER TO DWG S-106 FOR BALANCE OF INFORMATION \ \ 2. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR OPENINGS,OVERHANG LOBBY BLDG - ROOF � DIMENTIONS,ETC. I FRAMING PLAN ISSUED FOR FILING Date 04/15/2022 i Drawn by AJC L - a o - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S- 103 U')N N N O Scale 1/8" = 1'-0" N I I I I I I I I 1 RETAINING WALL I S-302 I I Sunset Hotel SEE S-301 FOR DETAIL I : I Lobby Building 1 I 62005 CR 48 10'-9314" 10'-10" ' 2" ' Greenport, NY 11944 - - — — — — — — — — — - — 1 1 —I - - - - - - - - I — — - - - — = — I - - - - - - - - - - -I— — — r - -a — - - V SONOTOUBE I I studioPEDRAZZI Architects 4 I I (TYP) I I I I I I I °�'• I I I i I I I I I I I I I I I 3'-3�/4° a I I I I � AZ`1' I I I I 14 0 - - — — — — — — — — — — I—.---' �.- . - — _a— �—: — - — — a — -'— — °r _ � - —;a° - -a- r — - -1:8 - —_ -• — - —I — B Al — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — –c\ b• I FWF-1 [32'-4" 1-4 }} } � I I I I :•I fa 4"THK CONC SLAB-ON-GRADE I w/#4 @ 18"OC EA WAY I e r 1.41 I F F— ;a A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -+ - — 4 - - - - - - - - - - - - - - - - - - - - d —�,- --}- - - - - - - -� ° L- I —1 I— I —J I al F2.5 I F2. -4., FWF-1 I 1. 32'-4"] ot T/SLAB= 33'-0" I [ ] [32'-4" S B JIL'D N 3„ FWF-1 N 7 "CbNTRA. (32'-4"] I .s1 CV r a I I I 1 CONSTRUCTION DOCUMENTS 04/21/2022 tNo. Description Date _ � F2.5 10 I I [32 -4' 101, \ I I I •le FWF_1 —[32'-4' ]— UP ` II Ir d•• \ - - - - - - - - - - -- - 1 .1 G - 9 - - - - - - -d _P ` 9- - - B_ "" - '• p - - o � M N I I I I 3" 21'-7 7/8" 21'-9 314" 10'-7 7/8" 2 3/4" 1 9 1 .4 1 .8 2 ARCHITECT: S-301 studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581.1978 STRUCTURAL ENGINEER: AI-ALT FOUNDATION NOTES: 25 Melville Park Road 1. TOP OF SLAB ELEVATION SHOWN IS REFERENCED FROM PROJECT DATUM.PROJECT DATUM 0'-0"_+0.0'(NAVD88). Suite 229H, Melville, NY 11747 2. REFER TO THE S-OOX SERIES FOR GENERAL NOTES,DESIGN CRITERIA AND ABBREVIATIONS. phone: .7898 3. REFER TO S-30X SERIES FOR FOUNDATION,CONCRETE AND COLUMN BASE DETAILS. ()f N f W 4. REFER TO S-60X SERIES FOR WOOD AND LUMBER DETAILS. y 5. [XX'-XX"] DENOTES TOP OF FOOTING ELEVATION REFERENCED FROM PROJECT DATUM. �P PLv IN A�O,p� 6. FWF-# DENOTES FOUNDATION WALL FOOTING.REFER FOOTING SCHEDULE ON THIS DRAWING. .`r F i 4� FOOTING SCHEDULE ~� © 2 DIMENSIONS BOTTOM REINFORCEMENT REMARKS FES SIONP� MARK W L D SHORT LONG ENLARGED FWF-1 2' -4" CONT 1' -4" #5@12" (4)#5 CONT FOUNDATION PLA N F2.5 2'-6" 2' -6" 1' -4" (4)#5 (4)#5 ISSUED FOR FILING Date 04/15/2022 Drawn by Author a S- 104 LON N N O Scale 1/4" = 1'-0" N Sunset Hotel Lobby Building 62005 CR 48 Greenport, NY 11944 studioPEDRAZZI Architects I I I I I I I I I I I I 1 I S-302 CUTOFF ELEV=42'-0" ' TIP ELEV= 34'-8" ' CUTOFF ELEV=42'-0" (TYPICAL) 18"0 i TIP ELEV= 31'-4" i i SONOTUBE I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (TYP) - - - - - - — - - — - - - — - - - �_7 - - — - - - -�$� - - - - - —-_ - - - - - - - - C I II I pl , II II I I I � III I RETAINING WALL SEE S-301 FOR DETAIL i 4"THK CONC SLAB-ON-GRADE I w/#4 @ 18"OC EA WAY I I o I I I p I g I I II S-202 I I , I, t ' AS 6 l L N DN I © O I � - - - - - - - - - - - - - I - - - - - -®- - - - - - -- - - - - - - - - - - - - I © A © L - - - - - —-- - - -- _ - - - - - - -- � _ — � - - -- - 1 `-- - - - - - B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \ o II \ I N r, \ 1 CONSTRUCTION DOCUMENTS 04/21/2022 \ "' I No. Description Date \ � I S 4X 3/ \ I HS 34X X3 - - - - - - - - - - - - - I OX 0 1 60 10 22 I - - _ \ I A.5 I I \� L i I o 0 o M I V N N N .J N I \ N N R`A�� T/PLYWOOD=42'-7 1/4" \ © I N I I . 0 \ I r I 4 10 rn N > \\ o J x I I DESIGN LIVE LOAD=100 PSF co c� x � I � � I X �_ __ Sunset Hotel Lobby Building 62005 CR 48 1 1 .4 1 .8 2 Greenport, NY 11944 21'-7 7/8" 21'-9 3/4" 10'-7 7/8" 10'-10" 10'-93/4" 10'-93/4" 2 8° studioPEDRAZZI Architects I I I I I I I I 7 1 8 1 HSS5X5X1/2 S-202 HSS5X5X1/2 S-202 HSS5X5X1/2 HSS5X5X1/2 / I I I I 1 (3) 1 3/4x11 7/8 LVL - - - - - - - - - - - - ----- --_ —._--_-- -=- - _---- A 1 4 3 1 .4 1 .8 2 2 4 I S-202 S-202 I S-202 i S-201 I vzx Sunset Hotel Lobby Building 62005 CR 4I Top of Wal _ Top of Wall Greenport, NY 18 944 56' -- 1 7/8" — — — 56' - 1 7/8" -� I H4 H4 H4 studioPEDRAZZI Architects I I . I I I A MOTES: 1. REFER TO S-XXX SERIES DRAWINGS FOR TYPICAL WOOD CONSTRUCTION DETAILS. 2. REFER TO PLANS FOR WALL STUD,HEADER AND KING&JACK STUD SCHEDULES. I I I f I I I 1 I I Level Level 1 _ _ _ 42' - 8" 42' - g.. I SECTION 4 WALL ELEVATION ALONG CL 'A' 2 1/411 = 11-011 1/411 11-011 2 1 .8 1 .4 1 B A.5 A I I I I I I I I I 54.13 I I I I I 1 CONSTRUCTION DOCUMENTS 04/21/2022 HP=69'-4 3/4" No. Description Date Main Rid e Main_Ridge �— — — — — — HP=68'- 1" — — — — — — 69 - 5 1/4" — — I — — — — —RIDGE 69' - 5 1/4" g SEE PLAN RIDGE I I ' 5 S-202 SEE PLAN S-202 I I I 7 I I I S-202 000' ' 12 6 I I 12 O 9 S-202 10 ' I I I I ARCHITECT: studioPEDRAZZI Architecture + Design Too of Wall _ _ HH[ HH 200 west 58th Street 56' - 1 7/8" _ Top of Wall Suite 10C, New York, NY 10019 H2 H4 I H2 H1 H1 phone: 212.581.1978 XX xx STRUCTURAL ENGINEER: I I O I II AI-ALT H1 H1 25 Melville Park Road Suite 229H, Melville, NY 11747 phone: .7898 I H3 I N A I I m ti 09 21 A � 1 Level 1 _ _ _ Level 1 "OFESS01" _ ° 4 •♦ �4, d - a - ° ° - ., - _ �. _•d a f ° . p. ` I d, Env nd d'. ,e ;d e d ro - ., .♦ ° _ •d 'rd„' •' ,d a . d �. -JI WALL ELEVATIONS TIO NS & 4 4d d ° „ °.de 'd ° SECTIONS •4°” > -Oy •d .. , 4 °d - .nn.'• _ d ` ,' •9. a - n'^p •4 - ♦ 6 •0' ISSUED FOR FILING Date 04/15/2022 ' y n DrawbAJC I I I I I � a y I I I I I I I M S-201 N LON N O Scale 1/4" = 1'-0" N WALL ELEVATION ALONG CL 'B' 3 WALL ELEVATION ALONG CL '1' 1/411 = 1 0 1/411 1-011 C f A A Sunset Hotel l � Lobb Building g • _ _ _ _ _ _ Top of Wall _ _ _ _ _ _ Top of_Wall 62005 CR 48 56' - 1 7/8" 56' - 1 7/8" Greenport, NY 11944 i CANOPY BY MANUF — — — — 56 o1w8i ' studioPEDRAZZI Architects NOTES: 1 i 1. REFER TO S-XXX SERIES DRAWINGS FOR TYPICAL WOOD CONSTRUCTION DETAILS. 2. REFER TO PLANS FOR WALL STUD, HEADER AND KING&JACK STUD SCHEDULES. i Level 1 _ _ _ _ _ _ Level 1 42' - 8"� 42' - 8" _Level 1 — — — — — Top of Wall 11'4 42' - 8" 56' - 1 7/8" SECTION $ SECTION 3 SECTION 2 1/411 - 11-011 ® 1/411 1 0 1/411 - 1 -0 C B A A.5 B Level 1 Top of Wall — — — — 42' - 8" 56' - 1 7/8" Main Rid e n RIDGE 69' - 5 1/4" 1 CONSTRUCTION DOCUMENTS 04/21/2022 ' I SEE PLAN I No.. Description Date ' 12 9 LeveL SECTION7 SECTION _ _ _ ' _ _1/411 11-011 Top of ARCHITECT: � studioPEDRAZZI Architecture + Design 200 west 58th Street B A Suite 10C, New York, NY 10019 phone: 212.581.1978 ' H1 I STRUCTURAL ENGINEER: AI-ALT \X7 25 Melville Park Road Top o1 Wa811 _ _ _ _ _ 6 01 Wa811 Suite hone Melville, NY 81747 56 p UL — OF NEtV UL L I LL I — — al° .° d•, ne' .ad a.. + . ° 4. ,aa , a , Level 1 °d d° A ° e f p jn�y2riGs1 ' 76 OFES _ al On t ,• � 4•. . e �. ; ; :.°, WALL ELEVATIONS & -44.•- °: . • • . . - . . o a. • e�-_ ' . '- •�.. - SECTIONS II ISSUED FOR FILING Date 04/15/2022 Level 1 _ _ _ _ Le_vel 1, Drawn b AJC 421 - 811 S-202 N N O Scale 1/411 = 1'-0" N SECTION 6 SECTION 4 WALL ELEVATION ALONG CL '2' 1/4 - 1 -0 114 - 1 -0 1/411 11-011 #4x1'-4"@24"OC,DRILL ROUGHEN EXIST CL AND GROUT INTO CONIC WALL WALLISTRINGER EXIST SURFACE AND APPLY / Sunset Hotel SLAB w/AN ADHESIVE BONDING AGENT - SYSTEM IMBED CMU WALL Lobby Building SEE ARCHITECTURAL / ~ ~ DRAWINGS 62005 CR 48 CMU WALL VERTICAL1 L- REINFORCEMENT I i 3 3 1 Greenport, NY 11944 HAUNCH READ 112"WIDE CONTINUOUS VAPOR REINF,SEE PLAN AT AREAS wl JOINT RETARDER DOWELS TO MATCH SIZE AND STAIR STRINGER MASONRY DOWEL JOINT(DJ) FILLER, EDGE JOINT(EJ) M SPACING OF CMU WALL i ABOVE FULL DEPTH T/SLAB stud io P E D RAZZI Architects VERTICAL REINFORCEMENT SEE PLAN I SLAB REINFORCEMENT SEE PLAN MATCH 1!8"WIDE SAWN OR PREFORMED - CONTRACTION - 0 JT 01-211 �r41'�dx1�SW6 0 2 GRANULAR 01F GRAVEL/STONE x x x -X-X- I -X-X- x x x �_ DOWELit-Ty P FILL UNDER VAPOR PROOF-ROLLED IJ'- w/BAS @ 16"OC RETARDER SUBGRADE z • N ~ .� 1 � J1 \Ace 118"RADIUS CD P 112"WIDE #4@18" oUj 344 BOTTOM MAXIMUM APPLY CURING 6„ JOINT FILLER, CONTINUOUS COMPOUND TO FULL DEPTH I EDGE IMMEDIATELY AFTER FORM IS REMOVED CONTRACTION JOINT(SJ) CONSTRUCTION JOINT(CJ) ISOLATION JOINT(IJ) TYP THICKENED SLAB ON GRADE AT NON-BEARING 7 TYPICAL SLAB-ON-GROUND JOINT DETAILS 5 TYPICAL SLAB-ON-GROUND CONSTRUCTION DETAIL 4 NO SCALE 1/2 - 1 -0 1/211 - 1 -0 CAISSON REINFORCEMENT DEVELOPMENT LENGTH SCHEDULE (INCHES) LAP SPLICE LENGTH SCHEDULE (INCHES) MIN BAR SPACING TENSION COMPRESSION STANDARD HOOK FOR STIRRUP AND TIE BAR MIN BAR SPACING TENSION(LTS) BAR (INCHES) NOTED AS Ld ON DRAWINGS NOTED AS Ldh ON DRAWINGS NOTED AS Ldc ON DRAWINGS REINFORCEMENT SIZE (INCHES) fc=4 KSI fc=5 KSI fc=6 KSI COMPRESSION(LCS) SIZE f PSI fc PSI fc PSI #5 2.125 31 28 26 19 [MAX OF db+1"OR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2db1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 o 0 0 0 0 0 0 0 BAR BEND 135 HOOKS 90 HOOKS #6 2.250 37 34 31 23 M -- Lo co r- m a M 'd 'd rCd6 o M v LO to r. C SIZE DIAMTER,D #7 2.375 54 49 45 27 A OR G H(APPROX) AOR G a#8 1 2.500 62 56 51 30 #3 1.375 17 15 13 12 12 12 12 12 12 12 9 8 7 6 6 6 6 6 6 6 9 8 8 8 8 8 8 8 8 8 #9 2.875 70 63 57 34 #3 1112" 4114" 3" 4" #10 3.250 79 1 71 1 64 39 #4 1.500 22 19 17 16 15 14 13 12 12 12 11 10 9 8 8 7 7 6 6 6 11 10 9 9 9 1 9 9 9 91 9 #4 2" 41/2" 3" 4112" #`11 1 3.625 87 78 71 43 #5 21/2" 51/2" 3 3/4" 6- #5 1.625 28 24 22 20 18 17 16 15,15 15 14 12 11 10 9 9 8 8 8 8 14 12 12. 12 12 12 12 12 12 12 #6 4112" 8" 41/2" 12" #6 1.750 33 29 26 24 22 21 19 18118 18 17 15 13 12 11 11 10 9 9 9 17 15 14114 14 141 14 14 14 14 #7 51/4" 9" 51/4" 14" #8 6" 101/2" 6" 16" COLUMN REINFORCEMENT #7 1.875 48 42 38 34 32 1 30 28 27127 27 20 17 15 14 13 12 12 11 11 11 20 17 16 16 16 16 16 16 16 16 LAP SPLICE LENGTH SCHEDULE INCHES 6dbFOR#3,#4,#5 �° 63 (INCHES) #8 2,000 55 48 43 39 36 34 32 30 30 30 22 19 17 16 15 14 13 12 12 12 22 19 18 18 18 18 18 18 18 18 12dbFOR#6,#7,# ''�2 BAR MIN BAR SPACING TENSION(LTS) 0 cr �l COMPRESSION(LCS) o SIZE INCHES fc=4 KSI fc=5 KSI fc=6 KSI fc=7 KSI f'c=8 KSI f'c=9 KSI fc=10 KSI fc=11 KSI fc=12 KSI #9 2.375 62 54 48 44 41 38 36 34 34 34 25 22 20 18 17 16 15 14 14 14 25 22 21 21 21 21 21 21 21 21 \ o o I #5 2.125 31 28 26 24 22 21 1 20 20 20 19 #10 2.625 70 61 54 50146 43 41 39 39 39 28 25 22 20 19 18 17 16 16 16 28 25 23 23 23 23 23 23 23H26 ##6 2.250 37 34 31 28 27 25 24 24 24 23 z = #7 2.375 54 49 45 41 39 36 35 35 35 27 #11 2.875 78 67 60 55 51 48 45 43 43 43 31 / 27 24 22 21 19 18 17 17 17 31 27 26 26 26 26 26 26 26 J g A OR G o z q#8 2.500 62 56 51 47 44 42 39 39 39 30 #9 2.875 70 63 57 53 50 47 44 44 44 34 z z o 410 3.250 79 71 64 60 56 53 50 50 50 39 0 o d � z 1 CONSTRUCTION DOCUMENTS 04/21/2022 #11 3.625 87 78 71 66 62 58 55 55 55 43 0 No. Description Date 0 LAP SPLICE NOTES: p 1. TABULATED VALUES ARE PER ACI 318 REQUIREMENTS FOR NORMALWEIGHT CONCRETE. THE VALUES ON THIS SHEET DO NOT APPLY TO =Lko LIGHTWEIGHT CONCRETE. 90°HOOKS GRADE BEAM/BEAM REINFORCEMENT 2. SEE TYPICAL DETAILS FOR CLEAR COVER ORG 135°HOOKS � A LAP SPLICE LENGTH SCHEDULE (INCHES) 3. MINIMUM BAR SPACING DIAGRAM-"S" o sdb TENSION(LTS) S S ¢ 01 a EAR MIN BAR SPACING f c=4 KSI f'c=5 KSI f c=6 KSI fc=7 KSI fc=8 KSI f'c=9 KSI f'c=10 KSI � SIZE (INCHES) TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP B 8 g ARS OTHER TOP BARS OTHER TOP BARS OTHER 94 1.500 33 25 29 23 27 21 25 19 23 18 22 17 21 16 FIRST BAR _0 #5 1.625 41 31 36 28 33 26 31 24 29 22 27 21 26 20 o A #6 1.750 49 37 44 34 40 31 37 28 35 27 33 25 31 24 SECOND BAR PLACED 47 1.875 71 1 54 63 49 58 45 54 41 50 39 47 36 45 35 OR SPLICE BAR CROSSTIE 48 2.000 81 62 72 56 66 51 61 47 57 44 54 42 51 39 4. WHERE ACTUAL CONDITIONS DIFFER FROM THE CLEAR COVER SHOWN ON THE TYPICAL DETAILS OR DIFFER FROM PROVIDED SCHEDULED CORNER TIE HOOK #9 2.375 91 70 81 63 74 57 69 1 53 64 50 61 47 58 44 BAR SIZE, MINIMUM SPACING AND/OR fc, LENGTHS SHALL BE ADJUSTED ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER OF #10 2.625 102 79 92 71 84 64 77 1 60 72 56 68 53 65 50 RECORD. #F11 1 2.875 114 87 102 78 93 71 86 1 66 80 62 76 58 72 55 5 TOP ARS"AND .5 FOR ALOTHER REINFORCEMENT.TABULATED VALUES ARE INFORCEMENT, FOR EPDXY COATED REINFORCEMENT MULTIPLY VALUES BY 1.3 FOR STANDARD HOOK FOR STIRRUP AND TIE REINF DET 2 ARCHITECT: NO SCALE FOOTING/MAT REINFORCEMENT 6. WHERE BARS OF DIFFERENT SIZES ARE L4P SPLICED IN TENSION,THE LAP LENGTH SHALL BE THE TENSION LAP SPLICE LENGTH(LTS)OF studioPEDRAZZI Architecture + Design THE SMALLER BAR. 200 west 58th Street LAP SPLICE LENGTH SCHEDULE (INCHES) 7. WHERE BARS OF DIFFERENT SIZES ARE L4P SPLICED IN COMPRESSION,THE COMPRESSION LAP LENGTH(LCS)SHALL BE THE LARGER OF THE Suite 10C, New York, NY 10019 TENSION LAP LTS ( ) hone: 212.581.1978 EAR MIN BAR SPACING fc=4 KSI fc=5 KSI fc=6 KSI fc=7 KSI f'c=8 KSI fc=9 KSI f'c=10 KSI COMPRESSION DEVELOPMENT LENGTH Ldc OF THE LARGER BAR OR THE COMPRESSION LAP SPLICE LENGTH OF THE SMALLER BAR. p SIZE (INCHES) TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER #4 1.500 33 25 29 23 27 21 25 19 23 18 22 17 21 16 8. "TOP BARS"ARE DEFINED PER ACI HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12"OF FRESH CONCRETE IS CAST IN THE #5 1.875 41 31 36 28 33 26 31 24 29 22 27 21 26 20 MEMBER BELOW THE DEVELOPMENT LEN3TH OR SPLICE."OTHER BARS ARE ALL BARS FOR WHICH THIS DOES NOT APPLY". STRUCTURAL ENGINEER: #6 2.250 49 37 44 34 40 31 37 28 35 27 33 25 31 24 STANDARD END HOOK FOR PRIMARY #7 2.625 71 54 63 49 58 45 54 41 50 39 47 36 45 35 9. FOUNDATION WALL LAP SPLICES ARE BASED ON A MINIMUM 2 INCH CLEAR COVER. IF CLEAR COVER IS REDUCED ON INTERIOR FACE SUCH #8 3.000 81 62 72 56 66 51 61 47 57 44 54 42 51 39 THAT THE CLEAR COVER IS LESS THAN THE BAR DIAMETER,INCREASE LAP LENGTH BY 50%. REINFORCEMENT AI-ALT #9 3.500 91 70 81 63 74 57 69 53 64 50 61 47 58 44 25 Melville Park Road 00 3.875 102 79 92 71 84 64 77 60 72 1 56 68 53 65 50 BAR FINISHED 180°HOOKS 90°HOOKS 911 4.250 114 87 102 78 93 71 86 66 80 62 76 58 72 55 SIZE INSIDE BEND Suite 229H, Melville, NY 11747 DIAMETER, D A OR G J A OR G phos. o f N EW y 898 #3 21/4" 5" 3" 6" #4 3,. 6.. 4.. 8.. �`P PSV I N SHEARWALL REINFORCEMENT-VERTICAL BARS #5 3 314" 7" 5" 10" '� ''� /A 9 0 LAP SPLICE LENGTH SCHEDULE (INCHES) LAP SPLICE LENGTH SCHEDULE (INCHES) #6 41/2" 8" 6" 12" 110COMPRESSION MIN BAR SPACING � #7 51/4" 10" 7" 14" `�` �,' `r BAR MIN BAR SPACING TENSION(LTS) (LCS) BAR (INCHES) TENSION(LTS) COMPRESSION �<<,�� I 177 w SIZE INCHES fc=4 KSI fc=5 KSI fc=6 KSI fc=7 KSI f'c=8 KSI fc=9 KSI f'c=10 KSI f'c=11 KSI f'c=12 KSI SIZE f'c=4 KSI fc=5 KSI fc=6 KSI fc=7 KSI fc=8 KSI fc=9 KSI f'c=10 KSI fc=11 KSI fc=12 KSI LCS #8 6" 11" 8" 16" r. 2 ( � ;; �+ #4 2.000 25 23 21 19 18 17 16 16 16 15 #4 2.000 25 23 21 19 18 17 16 16 16 15 #9 9112" 15" 113/4' #5 2.125 31 28 26 24 22 21 20 20 20 19 #5 2.125 31 28 26 24 22 21 20 20 20 19 #10 103/4" 17" 13114" 22" � 0 92j5 #6 2.250 37 34 31 28 27 25 24 24 24 23 #6 2.250 37 34 31 28 27 25 24 24 24 23 #11 12" 19" 143/4" 24FFSSIONP� 97 2.625 54 49 45 41 39 36 35 35 35 27 #7 2.375 54 49 45 41 39 36 35 35 35 27 #14 181/4" 27" 213/4" 31" #8 3.000 62 56 51 47 44 42 39 39 39 30 #8 2.500 62 56 51 47 44 42 39 39 39 30 #18 1 24" 1 36" 1 281/2" 1 41" #9 3.500 70 63 57 1 53 1 50 1 47 44 44 44 34 #9 2.875 70 63 57 53 50 47 44 1 44 44 34 #10 3.875 7 71 4#1 4.250 87 78 71 66 62 58 55 55 55 43 #11 60 1 56 1 53 50 1 50 5 390 3.62 1318 1106 07 99 93 87 1 83 83 83 1 43 LAP SPLICE A N D DETAILING HOOK DETAILING CONCRETE DETAILS IMENSION A OR G DIMENSION a a FOUNDATION WALL REINFORCEMENT- HORIZONTAL BARS SHEARWALL REINFORCEMENT- HORIZONTAL BARS __= ISSUED FOR FILING LAP SPLICE LENGTH SCHEDULE (INCHES) LAP SPLICE LENGTH SCHEDULE (INCHES) ` Date 04/15/2022 BAR MIN BAR SPACING TENSION(LTS) COMPRESSION BAR MIN BAR SPACING TENSION(LTS) COMPRESSION 4d OR O o SIZE INCHES f'c=4 KSI f'c=5 KSI fc=6 KSI fc=7 KSI f'c=8 KSI fc=9 KSI fc=10 KSI f'c=11 KSI fc=12 KSI LCS SIZE INCHES fc=4 KSI f'c=5 KSI fc=6 KSI f'c=7 KSI fc=8 KSI f'c=9 KSI f'c=10 KSI fc=11 KSI fc=12 KSI LCS 2 a Drawn by AJC #4 1.500 33 30 27 25 23 22 21 21 21 15 #4 1,500 33 30 27 25 23 22 21 21 21 15 05 1.875 40 36 34 31 29 27 26 26 26 19 #5 1.875 40 36 34 31 29 27 26 26 26 19 #6 2.250 48 44 40 36 35 33 31 31 32 23 #6 2.250 48 44 40 36 35 33 31 31 32 23300 3 ®O o #7 2.625 70 64 59 53 51 47 46 46 46 27 #7 2.625 105 95 87 81 75 70 68 68 68 27 .� v #8 3.000 81 73 66 61 57 55 51 51 51 30 #8 3.000 121 108 99 91 86 81 77 77 77 30 LO #9 3.500 91 82 74 69 65 61 57 57 57 34 #9 3.500 137 122 112 103 92 91 86 86 86 34 N 00 3.875 103 92 83 78 73 1 69 1 65 1 65 1 65 1 39 #10 3.875 153 1 138 125 116 109 1 103 1 98 98 98 1 39 N #11 4.250 1 113 101 1 92 86 81 75 72 72 1 72 1 43 #11 4.250 170 1 152 139 1 129 121 113 1 108 108 1 108 1 43 Scale As indicated N CD LAP SPLICE SCHEDULES 3 STANDARD END HOOK FOR PRIMARY REINF DET NO SCALE NO SCALE ` COL o � Sunset Hotel I I I HSS/PIPE COLUMN . Lobby Building SEE PLAN 62005 I I48Uj z FULL HEIGHT KEY Greenport, NY 1$ 944 U) I I O w I RAILING SYSTEM DOWELS w/STD HOOK TO � I I z (INDICATIVE ONLY) 0 MATCH w z I BY MANUFACTURER m = I I z SEE ARCH DWGS TYP HORIZONTAL REINFORCEMENT stu d io P E D RAZZ I Architects SIZE&SPACING N O Z 12" 2,_0" STONE PAVERS N T/PIER OR FOOTING SEE ARCH o a- : a ° REF PLAN 0 0 0 0 to 0 o I LEVELING NUTS,TYP — '. Level 1 11 ��i iii\�j%i�\�'�\�% o LU FULL HEIGHT KEY WOOD STUD WALL 1"0 A307 ANCHOR RODS izCn • �- SEE PLAN FLOOR CONSTRUCTION HEAVY HEX NUTS DOWELS w/STD HOOK SEE PLAN 2"CLR TYP 0" TO MATCH HORIZONTAL TYP REINFORCEMENT SIZE& Level 1 t SPACING,ALT HOOK 421 - 8" VERT — #6 12"0 VERT T/CONC=SEE FLAN #4 @12 OC HORIZ EF FREE DRAINING FILL \\ JOIST TYPICAL COLUMN BASE DETA3/411 11IL TYPICAL WALL INTERSECTION PLAN DETAILS \\\ SEE PLAN -011 NO SCALE JOINT-SEE 2"0 WEEP HOLES \' NOTES FOR @ 10'-0"OC SPACING 101, _ I TENSION #5 @ 12"OC VERT EF SPLICE NON-WOVEN � #4 @ 12"OC HORIZ EF CONT GEOTEXTILE • • • • • • GRAVEL/STONE CONTINUOUS FULL HEIGHT KEY COL ;\� \, #4 @ 1 OC TOP 11/2" 2"CLR WATERSTOP INTENTIONALLY ROUGHEN TIFTG= VARIES TYP TO 1/8"AMPLITUDE SEE PLAN 'a �, 4- JOINT-SEE SLAB-ON-GRADE �° OO SEE PLAN CONTINUOUS NOTES FOR J M %�\' ��;;�� WATERSTOP SPACING Basement I o \\\�;\��,��\ STD ACI HOOK ��\ — 3 3' - �" oo - c� 3•C R 1'-4" 3"C R TENSION T/FTG=SEE PLAN \� j , SPLICE BULLETIN 1 04/29/2022 6"0 PERFORATED DRAIN 1 CONSTRUCTION DOCUMENTS 04/21/2022 COORD w/POOL DRAIN REQUIREMENTS �- C�� ` • e� ., THICKENED EDGE No. Description Date SEES 302 FOR DETAIL F- OVERSIZE HOLES FDN WALL FTG L PER AISC M SEE PLAN 8" ' F1 t 1 FULL HEIGHT KEY ,2'�[L 2"CLR ,yP o NOTES: 1. MAXIMUM FROST WALL PLACEMENT LENGTH: 65-0" 2. MAXIMUM BASEMENT WALL PLACEMENT LENGTH: 35'-0" 3. ALL CONSTRUCTION JOINTS MUST BE LOCATED ON SHOP DRAWINGS AND APPROVED BY THE ARCHITECT/ENGINEER, NO CONSTRUCTION JOINTS MAY BE FORMED IN THE FIELD WITHOUT THE ARCHITECT/ENGINEER'S APPROVAL. 4. DO NOT LOCATE JOINTS CLOSRE THAN 5'-0"TO PIERS,CORNERS,INTERSECTIONS,AND ENDS. 5. WATERSTOP NOT REQUIRED AT FROST WALLS. TYPICAL FOUNDATION WALL DETAIL 9 TYPICAL COLUMN BASE PLAN 6 TYPICAL RETAINING WALL DETAIL 5 TYP WALL VERTICAL CONSTRUCTION JOINT DET 2 ARCHITECT: 1/2" - 1 -0 3/411 - 1 -0 1/2 - V-011NO SCALE studioPEDRAZZI Architecture + Design 200 west 58th Street TENSION TENSION REFER TO FOUNDATION PLANS Suite 10C, New York, NY 10019 01 JI FOR TOP OF FOOTING ELEVATION NEW UPPER phone: 212.581.1978 SPLICE a SPLICE FOUNDATION DO NOT EXCAVATE SOIL BELOW THIS LINE STRUCTURAL ENGINEER: TENSION SPLICE I 2D NEW LOWER AI-ALT • N n Ld \�//��/i�' 1 0 FOUNDATION 25 Melville Park Road • WALL DOWELS v NOT SHOWN FOR CLARITY TIFOOTING MIN Suite 229H, Melville, NY 11747 o Z PROVIDE CORNER BARS wl STD HK SEE WALL SCHEDULE EL SEE PLAN UNDISTURBED 1 phone: 3.7898 Fn o TO MATCH SIZE AND SPACING OF U w HORIZONTAL WALL REINFORCING Ld = = SOIL,TYP 2 OF NFA P y ~ "U"-BARS @ OPENINGS AND o w NEW FOUNDATIONS �� cc� PLV IN`A Opp DISCONTINUOUS ENDS.MATCH N Ld 9 r SIZE&SPACING OF HORIZ o' 0" EXIST UPPER m-• •� REINFORCING M J rte, ;� m W TYP � � FOUNDATION /` ', ¢ � , �z � • PROVIDE CORNER BARS TO _ 1 MAX DO NOT EXCAVATE SOIL �O X921 53 MATCH SIZE AND SPACING OF = 1 BELOW THIS LINE 'QOF P� HORIZOIJTAL WALL �' REINFORCING FS SION TENSION �j�j,/� 01 10 SNEW LOWER SPLICE Ld FOUNDATION I-MIN"i FOUNDATION TYPICAL jk Ilk T/FTG UNDISTURBED 1 DETAILS SEE PLAN • SOIL,TYP p w • 1 MAX H MIN EXIST/NEW FOUNDATION `��j,\� ISSUED FOR FILING w a PROVIDE CORNER BARS 1 -MIND. Date 04/15/2022 ►- TO MATCH SIZE AND SPACING OF w Drawn by AJC HORIZONTAL WALL w M H MIN 2H MIN NOTES: 0 REINFORCING "' 0N. 1. BACKFILL OVER-EXCAVATION AS DIRECTED BY THE ENGINEER. o _ U 2. PLACE LOWER CONCRETE PRIOR TO PLACING UPPER CONCRETE.10 W V_LFOOTING BOTTOM REINFORCEMENTS-301N REFER TO PLAN AND FOOTINGSCHEDULE N FOR FOOTING SIZE AND REINFORCEMENT o Scale As indicated N TYPICAL WALL CORNER AND END PLAN DETAILS 8 TYPICAL STEPPED WALL FOOTING DETAIL 4 TYPICAL FOUNDATION EXCAVATION DETAIL NO SCALE NO SCALE NO SCALE 9 @ 1'-0"=9'-0" (2)#4 ADDL STONE PAVERS COORD w/ARCH DWGS SEE ARCH 4" Sunset Hotel Level 1 - 42' - $" Lobby Building \\\/\ \\/ 62005 CR 48 Cn Greenport, NY 11944 00 .. 1' Q -a t •', #4 @ 24"OC ! •� o DOWELS.� studioPEDRAZZI Architects o INTENTIONALLY ROUGHENED 4 SURFACES TO 1/8"AMPLITUDE FINISH GRADE ° #4 @ 12"OC TOP&BOTT EW FOUNDATION WALL • SEE S-301 FOR DETAIL 7777777'�1777 .11 i\\\\\�: is //•.//\// �// / // , FREE DRAINING FILL ;a4. #4@12"OC a -a (2)#6 CONT MIN NOTE:RAILING SYSTEM BY MANUFACTURER.REFER ARCHITECTURAL DRAWINGS FOR DETAILS. TYPICAL DETAIL FOR CONCRETE STAIRS AT POOL AREA2 1/2" - 1 -0 (:C B 12'-0" i III I I lil i I HSS5X5XST I ( I 1 CONSTRUCTION DOCUMENTS 04/21/2022 I i I i No. Description Date I I WOOD STUD WALL III SEE PLAN i SLAB-ON-GRADE i FLOOR CONSTRUCTION I SEE PLAN SEE PLAN I I Level 1 lil I I ' •' a ° me — — — — 42' - 8" •$` THICKENED EDGE SEE S-302 FOR DETAIL JOIST\��; / // • \\\i\� i`\ :•° SEE PLAN ° ARCHITECT: SONOTOUBE • //\\\/ studioPEDRAZZI Architecture + Design FOUNDATION WALL 200 west 58th Street \ SEE S-301 FOR TYPICAL DETAIL Suite 10C, New York, NY 10019 phone: 212.581.1978 a < STRUCTURAL ENGINEER: AI-ALT TIP ELEV=SEE PLAN ; ' //\� �` a 25 Melville Park Road Suite 229H, Melville, NY 11747 phon " 3.7898 (: SLAB-ON-GRADE QF NEtV i SEE PLAN — — — — — — — — _ Basement C;P P�v IN / % �? tf9 TIFTG=SEE PLAN C ,` n � �d� rw Inn , �cr °• /�/\� THICKENED EDGE �Opr�0921 53 ° • a ' /\� SEE S-302 FOR DETAIL �\�.;,OF o �., ` CS S1 FDN WALL FTG i SEE PLAN , FOUNDATION SECTIONS & DETAILS ISSUED FOR FILING Date 04/15/2022 Drawn by AJC a N S-302 N N O Scale 1/2" = 1'-0" N SECTION 1/2" 1-011 4. FASTENING SCHEDULE: WOOD STRUCTURAL PANELS (WSP), 1. ROOF FRAME FASTENING SCHEDULE 2. WALL FRAME FASTENING SCHEDULE FASTENING SCHEDULE: WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND EXTERIOR WALL SHEATING TO FRAMING DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DETAIL DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DETAIL COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING SPACING AND LOCATION Sunset Hotel DESCRIPTION OF NUMBER AND TYPE OF FASTENER BLOCKING BETWEEN CEILING JOISTS, (3)8d COMMON(2112"X 0.131");OR 16d COMMON(3 112"X 0,162"); 24"O.C.FACE NAIL SPACING AND LOCATION BUILDING ELEMENTS INTERMEDIATE DESCRIPTION OF EDGES(IN.) SUPPORTS(IN.) RAFTERS OR TRUSSES TO TOP PLATE OR (3)10d BOX(3"X 0.128");OR EACH END,TOENAIL 1A STUD TO STUD(NOT AT BRACED 2A OTHER FRAMING BELOW (3)3"X 0.131"NAILS WALL PANELS) 10d BOX(3"X 0.128");OR 113") 3"X 0.131"NAILS 16"O.C.FACE NAIL BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER EDGES(IN.) INTERMEDIATE 6D COMMON OR DEFORMED(2"X 0 26 Lobby Building . 6 12 ( ") 8d COMMON(21,/2"X 0.131");OR SUPPORTS(IN.) (SUBFLOOR AND WALL) (2)8d COMMON 2112' X 0.131 EACH END,TOENAIL 16d COMMON(3112' X 0.162");OR 16"O.C. FACE NAIL 62005 CR 48 3/4"-AND LESS 6d DEFORMED(2"X 0.113") 6 12 3/8" 112" 8D COMMON OR DEFORMED(2112"X 0.131") 6 12 BLOCKING BETWEEN RAFTERS OR (2)3"X 0.131"NAILS STUD TO STUD AND ABUTTING STUDS AT Greenport, NY 11944 (ROOF) INTERSECTING WALL CORNERS 16d BOX(3112"X 0.135");OR 12"O.C.FACE NAIL 2A 8d COMMON(2112"X 0.131");OR 6 12 TRUSS NOT AT THE WALL TOP PLATE, 1A (AT BRACED WALL PANELS) 2B 718"-1" " " 6 12 2 318"X 0.113"NAIL(SUBFLOOR AND WALL) TO RAFTER OR TUSS 3"X 0.131"NAILS 12"O.C.FACE NAIL 8d DEFORMED(2 X 0.131 ) 10d COMMON(3"X 0.148");OR 2 3/8"X 0.113"NAIL(ROOF) 4 8 (2)3'"X 0..1131"NAILS END X 0.162")@ END NAIL 1 118"-1 114" 8d DEFORMED(2112"X 0.131") 6 12 16d COMMON(3112"X 0.162");OR 16"O.C. FACE NAIL EDGE, 8D COMMON(21/2"X 0.131");OR " BUILT-UP HEADER(2"TO 2"HEADER) FACE NAIL 2C stud io P E D RAZZ I Architects 6D DEFORMED 2"X 0.113" 6 12 16d COMMON(3 1/2'X 0.162)@ ( ) FLAT BLOCKING TO TRUSS AND WEB 16d BOX 3112"X 0.135" 12' O.C.FACE NAIL EDGE, (SUBFLOOR AND WALL) FILLER 6"O.C.;OR FACE NAIL 1A ( ) 3"X 0.131"NAILS @ 6"O.C. FACE NAIL NOTE:SHEATING FASTENERS SHALL BE DRIVEN SUCH THAT THEIR HEAD OR 19/32"-3/4" 8D COMMON OR DEFORMED(2112"X 0.131"); (4)8d COMMON(21/2"X 0.131");OR TOENAIL 2D CROWN IS FLUSH WITH THE SURFACE OF THE SHEATING. (ROOF) 6 12 CONTINUOUS HEADER TO STUD (3)8d COMMON(2112"X 0.131");OR (4)104 BOX(3"X 0.128") 2 3/8"X 0.113"NAIL;OR CEILING JOISTS TO TOP PLATE (3)10d BOX(3"X 0.128");OR EACH JOISTS,TOENAIL 1 B 4 8 (4)T X 0.131"NAILS 2" 16d COMMON(3112"X 0.162");OR 16"O.C.FACE NAIL 718"-1 114" 6 12 10D COMMON(3"X 0.148");ORJOIST NOT A ATTACHED TO TOP PLATE TO TOP PLATE 10d BOX(3' X 0.128");OR 2E 8D DEFORMED(2112"X 0.131") PARALLEL RAFTER,LAPS OVER (3) 16d COMMON(31/2"X 0.162");OR 3"X 0.131"NAILS 12"O.C.FACE NAIL PARTITIONS(NO THRUST)(SEE (4) 10d BOX(3"X 0.128");OR 8");OR FACE NAIL 1C SECTION 2308.7.3.1,TABLE 2308.7.3.1 (4)3"X 0.131"NAILS EACH SIDE OF END OF THE 2020 NYS BC) (8)16d COMMON(3112"X 0.162");OR JOINT,FACE NAIL NOTE:SHEATING FASTENERS SHALL BE DRIVEN SUCH THAT THEIR HEAD OR CEILING JOIST ATTACHED TO TOP PLATE TO TOP PLATE,AT END JOINTS (12)10d BOX(3"X 0.128");OR (MINIMUM 24"LAP 2F CROWN IS FLUSH WITH THE SURFACE OF THE SHEATING. PARALLEL RAFTER(HEEL SEE (12)3"X 0.131"NAILS SPLICE LENGTH EACH ( )( PER TABLE 2308.7.3.1 OF THE SIDE OF END JOINT SECTION 2308.7.3.1,TABLE 2308.7,3.1 2020 NYS BC FACE NAIL 1D ) OF THE 2020 NYS BC) BOTTOM PLATE TO JOISTS, RIM JOISTS, 16d COMMON(31/2"X 0.162");OR 16"O.C.FACE NAIL (3)10d COMMON(3"X 0.148");OR BAND JOIST OR BLOCKING(NOT AT 2H COLLAR TIE TO RAFTER (3)10d BOX(3"X 0.128");OR FACE NAIL 1E BRACED WALL PANELS) 16d BOX(3112"X 0.135");OR 12"O.C.FACE NAIL (4)3"X 0.131"NAILS 3"X 0.131"NAILS BOTTOM PLATE TO JOISTS,RIM JOISTS, RAFTER OR ROOF TRUSS TO TOP (3) 16d COMMON(3"X");0. OR OR BAND JOIST OR BLOCKING AT BRACED (3)16d COMMON(3112"X 0.'162");OR 16"O.C.FACE NAIL 2H COMBINATION SUBFLOOR UNDERLAYMENT TO FIRM 6 SUBFLR, ROOF & EXT WALL SHEATHING TO FRMG 4 PLATE(SEE SECTION 2308.7,5,TABLE (3)16dBOX(3 X0.1 8 );OR TOENAIL 1F WALL PANELS (4)36dB.131"N2 X0.135) OR NO SCALE NO SCALE 2308.7.5) (4)3oX 001313NAIOLS28),OR (4)3 X 0.131"NAILS (4)8d COMMON(21/2"X 0.131");OR ROOF RAFTERTO RIDGE VALLEY OR (2)16d COMMON(3112"X 0.162");OR STUD TO TOP OR BOTTOM PLATE (4)10d BOX(3"X 0.128");OR TOENAIL 2K HIP RAFTERS;OR ROOF RAFTER TO (3) 10d BOX(3"X 0.128");OR END NAIL 1G (4)3"X 0.131"NAILS 3. FLOOR FRAME FASTENING SCHEDULE 2-INCH RIDGE BEAM (3)3"X 0.131"NAILS 1K (2)16d COMMON(3112"X 0.162");OR DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DETAIL ROOF RAFTERTO RIDGE VALLEY OR (3) 10d COMMON(3"X 0.148");OR STUD TO TOP OR BOTTOM PLATE (3)10d BOX(3"X 0.128");OR END NAIL 2J HIP RAFTERS;OR ROOF RAFTER TO (4) 16d BOX(3112"X 0.135");OR TOENAIL 1H (3)3"X 0.131"NAILS 2-INCH RIDGE BEAM (4) 10d BOX(3"X 0.128");OR 1J (3)8d COMMON(2112"X 0.131");OR (4)3"X 0.131"NAILS TOP PLATES, LAPS AT CORNERS AND ( COMMON( "X 0.162");OR .1 JOIST TO SILL,TOP PLATE,OR GIRDER (3)10d BOX(3"X 0.128");OR TOENAIL 3A INTERSECTIONS (33)16d)104 BOX(3"X 0.12828");OR FACE NAIL 2G _ (3)3"X 0.131"NAILS (3)3"X 0.131"NAILS STANDARD COMMON,BOX,AND SINKER NAILS . RIM JOIST, BAND JOIST,OR BLOCKING 8d COMMON(2112"X 0.131");OR (2)8d COMMON(21/2 X 0.131");OR L L TO TOP PLATE,SILL OR OTHER 10d BOX(3"X 0.128");OR 6"O.C.,TOENAIL 3B 1"BRACE TO EACH STUD AND PLATE (2)10d BOX(3"X 0.128");OR FACE NAIL 2L D=DIAMETER FRAMING BELOW 3"X 0.131"NAILS (2)3"X 0.131"NAILS =4-- _ o L =LENGTH 32"O.C., FACE NAIL AT COMMON OR BOX SINKER H=HEAD DIAMETER TOP AND BOTTOM 20d COMMON(4"X 0.192") STAGGERED ON PENNYWEIGHT OPPOSITE SIDES TYPE 6d 7d 8d 10d 12d 16d 20d 30d 40d 50d 60d 24"O,C.,FACE NAIL AT L 2" 2114" 2 112" 3" 31/4" 3 1/2" 4" 4 1/2" 5" 5112" 6" BUILT-UP GIRDERS AND BEAMS,2" 10d BOX(3"X 0.128");OR TOP AND BOTTOM LIMBER LAYERS 3"X 0.131"NAILS STAGGERED ON 3D COMMON D 0.113" 0.113" 0.131" 0.148" 0.148" 0.162" 0.192" 0.207" 0.225" 0.244" 0.263" OPPOSITE SIDES 1 CONSTRUCTION DOCUMENTS 04/21/2022 H 0.266" 0.266" 0.281" 0.312" 0.312" 0.344" 0.406" 0.438" 0.469" 0.5" 0.531" AND: 1. ROOF FRAME FASTENING SCHEDULE 2. WALL FRAME FASTENING DETAILS No. Description Date L 2" 2114" 2112" 3" 31/4" 31/2" 4" 41/2" 5" - - (2)20d COMMON(4"X 0.192");OR ENDS AND AT EACH BOX D 0.099" 0.099" 0.113" 0.128" 0.128" 0.135" 0.148" 0.148" 0.162" - (3) 10d BOX(3"X 0.128");OR SPLICE,FACE NAIL (3)3"X 0.131"NAILS H 0.266" 0.266" 0.297" 0.312" 0.312" 0.344" 0.375" 0.375" 0.406" - ° ° L 1718" 2118" 2 318" 2 718" 3118" 3114" 3 314" 4114" 4 314" - 53/41, (3)16d COMMON(3112"X 0.162");OR LEDGER STRIP SUPPORTING JOISTS OR EACH JOIST OR °° ° RAFTERS (4)10d BOX(3"X 0.128");OR RAFTER,FACE NAIL 3E I A, o SINKER D 0.092" 0.099" 0.113" 0.12" 0.135" 0.148" 0.177" 0.192" 0.207" - 0.244" (4)3"X 0.131"NAILS H D.234" 0.250" 0.266" 0.281" 0.312" 0.344" 0.375" 0.406" 0.438" - 0.5" (3)16d COMMON(31/2"X 0.162");OR 1A:BLOCKING BETWEEN JOISTS,RAFTERS 1C:CEILING JOISTS(NOT CPNNECTED TO JOIST TO BAND JOIST OR RIM JOIST (4)10d BOX(3"X 0.128");OR END NAIL 3C OR TRUSSES TO TOP PLATE OR OTHER 16:CEILING JOISTS TO PLATE PARALLEL RAFTER,NO THRUST)LAPS 1, TOLERANCES SPECIFIED IN ASTM F1667.TYPICAL SHAPE OF COMMON,BOX,AND SINKER NAILS SHOWN. (4)3"X 0.131"NAILS FRAMING BELOW(TOE-NAIL) (TOE-NAIL HROUGH EACH SIDE) OVER PARTITION SEE ASTM F1667 FOR OTHER NAIL TYPES. 2A:STUD-TO-STUD 26:STUD-TO-STUD AND ABUTTING STUDS BRIDGING OR BLOCKING TO JOIST, (2)8d COMMON(2112"X 0.131");OR (DOUBLE STUD) AT INTERSECTION WALL CORNERS 2C:BUILT-UP HEADER(2x TO 2x) RAFTER OR TRUSS (2)10d BOX(3 X 0.128),OR EACH END,TOENAIL 3F (2)3"X 0.131"NAILS ° ARCHITECT: O studioPEDRAZZI Architecture + Design 200 west 58th Street 1D:CEILING JOIST TO PARALLEL 1F:ROOF RAFTER TO PLATE Suite 10C, New York, NY 10019 RAFTERS AND Al LAPS 1 E:COLLAR TIE TO RAFTER (TOE-NAIL) phone: 212.581.1978 2. WALL FRAME FASTENING DETAILS / \\ 2D:CONTINUOUS HEADER TO 2E:DOUBLE TOP PLATES TO 2F:TOP PLATE TO TOP PLATE AT STUD(TOE-NAIL) EACH OTHER END JOINT(LAP SPLICE) STRUCTURAL ENGINEER: FASTENER ENDING YIELD STRENGTHS,Fyb / Y AI-ALT FASTENER TYPE Fyb (PSI) 25 Melville Park Road ° Suite 229H, Melville, NY 11747 ° °o BOLT,LAG SCREW(WITH D z 3/8"),DRIFT PIN(SAE J429 ° phon ' .7898 GRADE1 -Fy=36,000 PSI AND Fu=60,000 psi) OF NEW P�� y COMMON,BOX,OR SINKER NAIL,SPIKE,LAG SCREW,WOOD 1H:ROOF RAFTER TO 2X RIDGE 1J:JACK RAFTER TO HIP RAFTER c'!, PLV 1 NfA SCREW(LOW TO MEDIUM CARBON STEEL) 1G:RIDGE BEAM(END NAIL) BEAM(TOE-NAIL) (TOE-NAIL) 0.099"<D!5 0.142" 100,000 3A:JOIST TO SILL OR GIRDER 3B:RIM JOIST TO TOP PLATE 3C:JOIST TO BAND JOIST _ Q, ' ' '-' cr (TOE-NAIL) (TOE-NAIL) (FACE-NAIL) 2G:TOP PLATE OVERLAP AT 2H:BOTTOM PLATE TO JOIST,RIM 2J:TOP OR BOTTOM PLATE TO STUD w 0.142"<D:5 0.177" 90,000 / \ 2- '��:�`� ��' m 0.177"<D:5 0.236" 80,000 ) CORNERS AND INTERSECTIONS JOINTS, BAND JOISTS OR BLOCKING (END NAIL) X921 0.236"<D:5 0.273" 70,000 / - .oh, 0.273"<D!5 0.344" 60,000 Y / / \ 0FESSIONP 0.344"<D:5 0.375" 45,000 HARDENED STEEL NAIL(MEDIUM CARBON STEEL) \° °° ° \ WOOD TYPICAL INCLUDING POST-FRAME RING SHANK NAILS ° DETAILS 1 0.120":5 D5 0.142" 130,000 1K:JACK RAFTER TO HIP RAFTER 0.142"<D50.192" 115,000 (END-NAIL) ISSUED FOR FILING 0.192"<D:5 0.207" 100,000 3D: BUILT-UP GIRDER OR BEAM STAGGERED ON BOTH SIDES 3E: LEDGER STRIP(FACE NAIL) 3F.BRIDGING TO JOIST(TOE NAIL) 2K:STUD TO TOP OR BOTTOM PLATE 2L:DIAGONAL BRACE TO STUD/ Date 04/15/2022 (TOE-NAIL) PLATES(FACE NAIL) Drawn by AJC/MV a S-601 LON N N O Scale 3/4" = 1'-0" N NAIL GEOMETRIC & YIELD STRENGTH PROPERTIES MIN REQUIREMENTS FOR FLOOR FRAME FASTENING MIN REQUIREMENTS FOR ROOF FRAME FASTENING MIN REQUIREMENTS FOR WALL FRAME FASTENING NO SCALE 5 NO SCALE 3 NO SCALE 2 NO SCALE WOOD STUD WALL SEE PLAN AND SCHEDULE FOR SIZE AND SPACING OF STUDS JOG IN WALL DUE TO SHEAR WALL SHEATHING THICKNESS AT INTERSECTING FULL HEIGHT WALL unset Hotel ( - - TO CONCEAL LOCATION OF Lobby Building TRANSITION POINT OF WALL JOG L I I U3 NO NOTCHES L/3 62005 CR 48 Dl3 MAX PERMITTED Greenport, NY 11944 — I I I D I I Dl3 MAX f D II D/4 MAX SHEAR WALL SHEATHING, SHEAR WALL TENSION/ SIDE MEMBER stud io P E D RAZZ I Architects SEE PLAN AND SHEAR COMPRESSION POST,SEE PLAN, WALL SCHEDULE WOOD SHEAR WALL SCHEDULE, I D/6 MAX FOR Dl4 MAX AND HOLDOWN SCHEDULE I MEMBERS I LESS THAN 4" GYPSUM SHEATHING, 30 SEE ARCH'L DWGS NAIL LENGTH 1/3 NAIL LENGTH L STUD FRAMING OFFSET FLOOR JOIST-CENTER CUTS FLOOR JOIST-END CUTS MAIN MEMBER TO MATCH THICKNESS OF TOE NAIL SHEAR WALL WOOD STRUCTURAL.PANEL NOTE:G.C.TO COORDINATE LIMITS OF SHEAR WALL WITH PLANS AND ARCH'L DWGS PLAN VIEW D/3 MAX PLAN VIEW - CONCEALED SHEAR WALL SHEATHING 8 2"MIN FROM TOP AND NOTES: TOE NAILS INSTALL GEOMETRY BOTTOM OF JOIST 3 NO SCALE 1. DETAILS APPLY TO SAWN LUMBER ONLY. NO SCALE FOR NOTCHING AND BORING OF MANUFACTURED LUMBER,REFER TO MANUFACTURER'S PRODUCT MANUAL CRIPPLE STUD,SIZE AND D 2. DIMENSION'D'IS THE MEMBER'S ACTUAL SPACING TO MATCH PIPE OR CONDUIT SIZE, NOT NOMINAL SIZE WALL FRMING, BEYOND EXTERIOR PLYWOOD FLOOR JOIST-DRILLING SHEATHING.REFER TO GENERAL NOTES,AND SCHEDULE FOR DOUBLE 2x WOOD FASTENING REQUIREMENTS. TOP PLATE CANTILEVER LENGTH NOT EXCEED 24" DEPTH OF TAPER CUT,D/4 2x LADDER BLOCKING MAX. MEASURED AT INSIDE JOIST DEPTH @ 242"O.C. FACE OF SUPPORT AT TAPER CUT NOT LESS BUILT-UP WOOD THAN 31/2" rill HEADER,FOR SIZE AND QUANTITY,SEE PLAN (12) 16d NAILS (12) 16d NAILS 2x WOOD TOP PLATE TO DEPTH.D GYPSUM BOARD,SEE GYPSUM BOARD,SEE DEPTH.D CONSTRUCTION DOCUMENTS 04/21/2022 MATCH WALL BEYOND ARCH'L DWGS FOR ARCH'L DWGS FOR No. Description Date Dl4 MAX REQUIREMENTS REQUIREMENTS KING STUD,FOR SIZE (12) 16d NAILS @ 24"O.C. AND QUANTITY,SEE PLANS AND SCHEDULE JACK STUD,FOR SIZE AND QUANTITY,SEE RAFTER NOTCH JOIST TAPER CUT PLANS AND SCHEDULE ' CRIPPLE STUD,SIZE AND SPACING TO MATCH WALL 2x WOOD TOP PLATE TO FRAMING,BEYOND MATCH WALL BEYOND FRAMING AT EXTERIOR WALL OPENING 7 NOTCHING, CUTTING, DRILLING AND BORING SAWN LUMBER 5 INTERIOR WALL INTERSECTION 2 ARCHITECT: NO SCALE NO SCALE NO SCALE studioPEDRAZZI Architecture + Design NOTE:COORDIANTE WITH GYPSUM BOARD,SEE ARCH'L 200 west 58th Street Suite 10C, New York, NY 10019 PLANS AT LOCATIONS WHERE DWGS FOR REQUIREMENTS IF WALL OPEN ABOVE,PROVIDE BUILT-UP STUDS OR PSL phone: 212.581.1978 BUILT-UP CRIPPLE STUDS,TO POSTS ARE REQUIRED ALIGN WITH JACK STUDS ABOVEN DOUBLE STRUCTURAL ENGINEER: TOP PLATES NOTE:PARTITIONS CONTAINING PLUMBING, DOUBLE AI-ALT WOOD STUD WALL SINGLE HEATING,OR OTHER PIPES BOTTOM PLATE SHALL BE FRAMED TO GIVE TOP PLATES EXTERIOR PLYWOOD SHEATHING.REFER 25 Melville Park Road PROPER CLEARANCE FOR 16d NAILS @ 24"O.C. TO GENERAL NOTES,AND SCHEDULE FOR Suite 229H, Melville, NY 11747 ALIGN CRIPPLE *,*** THE PIPING. FLOOR TRUSS FASTENING REQUIREMENTS phone: 3.7898 STUDS WITH SUB FLOOR LOCATIONS BENEATH PLACEMENT OF SHALL BE COORDINATED EXTERIOR PLYWOOD 0 F N SHEATHING.REFER TO STUDS IN WALL FLOOR SYSTEM, WOOD STUD TO GIVE CLEARANCE. GENERAL NOTERS, A AND o-;�, p -V I IV y0�� ABOVE,TYR Y, NOT SHOWN WHERE A PARTITION WOOD STUD REQUIREMENTS FASTENING INSIDE CORNER DETAIL _ f tnfi. ' SCHEDULE FOR G _ CONTAINING SUCH PIPING BORED HOLD MAX RUNS PARALLEL TO THE DOUBLE CAP DIAMETER 40 PERCENT FLOOR TRUSSES,THE / CRIPPLE STUDS PROVIDE ABOVE PLATE OF STUD DEPTH TRUSSES SHALL BE EXTERIOR PLYWOOD �9 3 � BORED HOLD IMAX SPACED TO PERMIT THE � � HEDER,IF REQUIRED — I I PASSAGE OF SUCH PIPES, DIAMETER 40 PERCENT SHEATHING.REFER TO A 21 5 AND BRACED BETWEEN. OF STUD DEP-H GENERAL NOTES,AND �OFESSIONP� WOOD HEADER,FOR 16d NAILS INTO 5/8"MIN.TO EDGE 16d NAILS @ 24"O.C. SCHEDULES FOR 16d NAILS @ 24"O.C. SIZE AND QUANTITY HEADER FASTENING REQUIREMENTS OF PLIES,SEE — NOTCH MUST NOT 5/8"MIN.TO EDGE GYPSUM BOARD, GYPSUM BOARD, HEADER SCHEDULE EXCEED U PERCENT SEE ARCH'L DWGS SEE ARCH'L DWGS WOOD TYPICAL OF STUD DEPTH NOTCH MUST VOT 518 MIN,TO EDGE FOR REQUIREMENTS FOR REQUIREMENTS DETAILS 11 EXCEED 25 PERCENT NOTE: OPEN BORED HOLES SHALL OF STUD DEP7H ISSUED FOR FILING NOT BE LOCATED IN NOTE:ALL HOLES SHALL BE 1. COORDINATE _ THE SAME CROSS BORED WITH A HOLE SAW, BORED HOLES SHALL Date 04/15/2022 HEADER ELEVATION SECTION OF CUT OR ' 2X WOOD LADDER WITH ARCH'L DWGS KING STUD, FOR SIZE AND NOT BE LOCA?ED IN OUTSIDE CORNER DETAIL BLOCKING AT 24"o.C. Drawn by AJC/MV QUANTITY,SEE HEADER SCHEDULE NOTCH IN STUD THE SAME CROSS IF HOLES IS BETWEEN 40 PERCENT AND OUTSIDE CORNER DETAIL 2. FASTENING OF SECTION OF CUT OR 60 PERCENT OF STUD DEPTH,THEN (3 STUD CONFIGURATION) OR DRYWALL CLIPS (2-STUD CONFIGURATION) a JACK AND KING JACK STUD,FOR SIZE AND NOTCH IN STUD STUD SHALL BE DOUBLED,NO MORE S-602STUDS PER QUANTITY,SEE HEADER SCHEDULE THAN TWO SUCCESSIVE STUDS ARE TO HEADER SCHEDULE BE DOUBLED AND SO BORED, IN N NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS o FOR INTERIOR AND NON-BEARING WALLS FOR EXTERIOR AND BEARING WALLS Scale 3/4" - 1'-0" r N HEADER TO END WALL CONNECTION 6 WALL NOTCHING AND HOLE LIMITATIONS 4 TYP EXTERIOR CORNER FRAMING DETAIL NO SCALE NO SCALE NO SCALE A.5 Sunset Hotel WOOD SHEAR WALL Lobby Building SHEATHING,SEE PLAN AND MAIN RIDGE WOOD SHEAR WALL SCHEDULE 62005 CR 48 SEE PLAN SIMPSON STRONG-TIE HB3.56/30 MTS20 TWIST STRAP HEAVY BEAM HANGER w/(7)0.148 x 1-112"TO RAFTERS — WOOD SHEAR WALL PANEL Greenport, NY 11944 wl(7)0.148 x 1 112"TO STUDS CS16 x 36"LENGTH-USE 26 0.131 x 2112"NAILS FASTENING,FASTENER SIZE Main Ride ( ) PANELIZED WALL'A' 69' - 5 1/4" (WRAP UNDER SILL AS REQUIRED BY BUILDING DEPT.) AND SPACING, PER WOOD SHEAR WALL SCHEDULE RAFTER SECONDARY RIDGE SEE PLAN SP4 STUD PLATE TIES WOOD SHEAT WALL SHEATHING stud io P E D RAZZ I Architects w/(6).148 x 11/2 FASTENERS e PANEL ON WALL'A'TO EXTEND PANELIZED JOINT BEYOND EDGE OF STUD BY 3/4" LOCATION a SUCH THAT FASTENING CAN BE 5/8"Q!ANCHOR BOLTS @ 24"OC(12"FROM CORNERS) PROVIDED ONTO A COMMON 2x BP PROVIDE 3"x3"LBPS BASE PLATE,(2)EA ANCHOR BOLT STUD ON WALL'S'.NOTE: y SHEATHING EXTENT WILL NEED TO BE ADJUSTED FOR BOUNDARY PANELIZED WALL'S' e °" LOCATIONS THAT REQUIRE 3x STUD i RAFTERS = AT PANEL EDGE,AS REQUIRED BY SEE PLAN a II.' ° WOOD SHEAR WALL SCHEDULE SP4 STUD PLATE TIES wl(6)0.148 x 11/2 FASTENERS ° LSTA21 LITE STRAP TIE PLAN VIEW wl(16)0.148 x 21/2"FASTENERS LSTA21 LITE STRAP TIE w/(16)0.148 x 21/2"FASTENERS UPLIFT 0 TYP SECONDARY RIDGE TO MAIN RIDGE HANGER DETAIL NOTREQUICR DRS 3/411 - 1 -0 � TYP FDN WALL TO WOOD FRAME CONN DETAILS 5 SHEAR WALL SHEATHING JOINT - PANELIZED WALLS NO SCALE 3 NO SCALE WOOD JOIST,SEE PLAN -� FOR SIZE AND SPACING FOR SHEATHING THICKNESS, NOTE: REFER TO HTT5 pill GRADE,NAILING SIZE,PATTERN, MANUFACTURER 16tl TOE-NAILS PROVIDE(41 AND SPACING,SEE WOOD MANUAL AND GIRDER, SHEAR WALL SCHEDULE INSTALLATION SEE PLAN FOR SIZE GUIDE PRIOR TO INSTALLATION 2x WOOD BLOCKING AT 24" AC4 POST CAPS I O.C.PROVIDE(2)16d FACE- SHEAR WALL BY SIMPSON STRONG TIE o I i NAILS AT EACH END CHORD POST, j (2)AT EACH POST SEE PLANS o I + I 2x WOOD BOTTOM PLATE I I HTT5 TENSION TIE o w/(26).148 x 3"FASTENERS WOOD BLOCKING PLYWOOD w/ 8"0 THREADED ROD o TO MATCH SIZE / + SUB-FLOOR, \ o I AND QUANTITY SEE GENERAL OF POST BELOW I I NOTES FOR ACQ TREATED POST ANCHOR ROD, / + REQUIREMENTS \ \ � � J o o I I SEE PLAN FOR SIZE,SEE o HOLDOWN 1x WOOD NAILER OR SCHEDULE I / 1 CONSTRUCTION DOCUMENTS 04/21/2022 II + + No. Description Date ® I / ® CBSQ COLUMN BASE GYPSUM BOARD CLIPS, HOEDOWN — — —BY SIMPSON STRONG-TIE II VERIFY WITH ARCH'L DWGS ASSEMBLY AND ® SP4 STUD PLATE TIES w/(6).148 x 11/2 FASTENERS II FASTENER,PER / HOLDOWN DOUBLE TOP 2x SCHEDULE ' + WOOD PLATE CONCRETE PIER,SEE PLANS lb 2x WOOD TOP PLATE SHEAR WALL END I 3"MIN. I STUD WALL ° 2x WOOD FRAME 2xNQN-BEARING WOOD SIDE COVER °o' d; FOR SIZE AND FOOTING INFO. PARTITION STUD,SEE CHORD POST, I + SEE PLANS FOR STUD SIZE ARCH'L DWGS I I AND SPACING, SEE PLANS TYPICAL POST TOP & BOTT CONNECTION DETAIL 9 TYP HEADER TO WALL FRAMING CONNECTION DET ATCH OF NON-BEARING PART OF CLNG FRAMING SHEAR WALL END CHORD HOLDOW NO SCALE NO SCALE 7 NO SCALE N 2 ARCHITECT. NO SCALE studioPEDRAZZI Architecture + Design 200 west 58th Street LSTA24 STRAP TIE AT EVERY RAFTER Suite 10C, New York, NY 10019 w 8 TOTAL),148 x 21/2"FASTNEERS phone: 212.581.1978 LRU212Z FACE-MOUNT RAFTER HANGER USE(6)0.162 x 31/2"FACE FASTENERS X STRUCTURAL ENGINEER: AND(7)0.162 x 31/2"MEMBER FASTENERS SP1 STUD PLATE TIES Y AI-ALT USE(6)0.148 x 3"STUD FASTENERS X 25 Melville Park Road Y o ' AND(4)0.148 x 3"PLATE FASTENERS Suite 229H, Melville, NY 11747 12-GA OS STRAP TIES ° o phone: 3.7898 AT EA SIDE OF COLLAR TIE 4° N L 77 USE(4)1/2"0 THRU-BOLTS ° BP /Q�k � y0 PSV I N TIE BEAM(SEE PLAN FOR LOCATIONS) COORD w/ARCH DWGS IF EXPOSED TO VIEW o _ 8 a-01 y r H8 w/(5)0.148 x 11/2"NAILS 0921 53 AT EA SIDE OF RAFTERAR�FES SIO, P� 3"O.C.NAIL 4'-0"PERIMETER 4'-0"PERIMETER . � 4"O.C.NAIL REQUIRED 4'-0"PERIMETER 4'-0"PERIMETER ` SPACING ZONE PANEL ZONE PANEL TOP PLATE - ' SPACING BLOCKING ZONE PANEL ZONE PANEL FIELD NAILING FIELD NAILING SEE PLANS 518"0 ANCHOR BOLTS @ 24"OC <°° : a°a <: a FIELD NAILING EDGE NAILING WOOD TYPICAL 12"FROM CORNERS PROVIDE BP5/8-3 3"x3"BASE PLATE D ETA I LS III AT EA ANCHOR BOLT LESSER OF <_1'-0" LOOKOUT ISSUED FOR FILING L/2 OR 70" MIN 2x4 I BLOCK OUTLOOKER `� I I I I Date 04/15/2022 GABLE END q00, GABLE IWALLL OR I I I Drawn by AJC/MV WALL OR I I I I I � WALL STUDSA _+_ACCEPTABLE RAFTER OR TRUSS WOOD TRUSS WOOD TRUSS a SEE PLANS SIMPSON STRONG-TIE 4 RAFTER TO TOP PLATE @ 12" O.C. S-603 N DETAIL X-X: RAKE OVERHANG LIMITS-OUTLOOKER DETAIL Y-Y: RAKE OVERHANG LIMITS-LOOKOUT BLOCKS N N O Scale 3/4" = 1'-0" TYP RAFTER TO STUD AND RIDGE CONNECTION DET $ TYP STUD TO SLAB ON GRADE CONNECTION DETAILG RAKE OVERHANGco NO SCALE NO SCALE 6 NO SCALE Sunset Hotel 4-1/8 WELD TF FASTENER - STEEL BEAM STEEL BEAM Lobby Building - STEEL BEAM WOOD BLOCKING SEE PLAN 62005 CR 48 TJI JOIST SEE PLAN I I LVL BEAM Greenport, NY 11944 LS50 SEE PLAN TJI JOIST I I SEE PLAN USE(8)0.148x1 112 FASTENERS e SEE PLAN I I STEEL BEAM � f I i SEE PLANI studioPEDRAZZI Architects U0 i i + + - - — - - I I ° I I DL 3-1/2x2-1/2 ANGLE m m ° LVL BEAM e e I I SEE PLAN 3/8"o THRU BOLTS m o o ( ( 3/8"o THRU BOLTS BA BEAM HANGER DL 3-1/2x2-112 ANGLE USE(6)0.148 x 11/2 TOP FASTENER (4)0.148 x 11/2 FACE FASTENER (2)0.148 x 11/2 BEAM FASTENER BA BEAM HANGER TYPICAL FLOOR JOIST TO STEEL BEAM CONNECTION DET 9 HSS POST TO. LVL BEAM CONNECTION DETAIL 6 TYPICAL RAFTER TO VALLEY DETAILS 3 NO SCALE NO SCALE NO SCALE 10d @ 6"OC COMMON NAILS ECCQ5X-SDS2.5 FROM SHEATHING TO JOISTS VALLEY WALL STUD wl TENSION TIES ATTACHED SEE PLAN ° ° k5 )Do HGA1OAT EA FACE ROOF 0 ° SHEATHING o ° 0 )°0 0U- GIRDER 0 GIRDER TOP PLATE VALLEY SEE PLAN SEE PLAN SEE PLANSEE PLAN STEEL POST ECCQ5X1 BULLETIN 1 04/29/2022 5/8"0 @ 24" WOOD JOIST SEE PLAN o STEEL POST BEARSEE RING WALL No. Description Date ANCHOR BOLTS `: a ° ° o SEE PLAN HGA1OAT EA FACE b G a TOP PLATES L4x4x43 MIL x 4"CLIP ANGLE SEE PLAN AT BOTH SIDES OF BLOCKING FOUNDATION WALL wl(6)10d COMMON NAILS BEARING WALL SEE PLAN • 4: • ; °. ON BOTH LEGS TYPICAL EDGE BEAM TO STEEL TYPICAL MID BEAM TO STEEL SEE PLAN POST DETAIL POST DETAIL JOISTS PERPENDICULAR TO WALL TYPICAL FLOOR JOIST PARALLEL TO WALL DETAIL 8 TYPICAL EDGE BEAM TO STEEL POST DETAIL 5 TYPICAL VALLEY TO TOP PLATE DETAIL ARCHITECT: NO SCALE 11/211 1 -0- 11/2" - 1 -0 studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 JACK RAFTER phone: 212.581.1978 SEE PLAN LRU212Z STRUCTURAL ENGINEER: AI-ALT 25 Melville Park Road Suite 229H, Melville, NY 11747 phon of NEW .7898 m yo 0 ECCQ4X-SDS2.5 m C� VALLEY SEE PLAN _ �; nc) � � �rrnruir �'� RIDGE BEAM �o �O o-921 53 0 m SEE PLAN BENT AS PER SPECS 2 FES SIOA�� m JACK RAFTER JACK STUD SEE PLAN 0 ELEVATION VIEW SEE PLAN WOOD TYPICAL ML21OZ ON EACH FACE ® _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DETAILS IV USE(24)1/4x1-1/2 SDS FASTENER ISSUED FOR FILING Date 04/15/2022 �y Drawn by AJC/MV S-604LO N N S� S ` N `LLEY o SEE APLAN TOP VIEW Scale 1 1/2" = V-0" N LVL BEAM TO CONNECTION DETAIL 7 TYPICAL RIDGE TO POST DETAIL 4 TYPICAL VALLEY TO RAFTER DETAILS NO SCALE NO SCALE NO SCALE DRAWING No. DRAWING TITLE T-000 STRUCTURAL DRAWING LIST Sunset Hotel S-001 GENERAL NOTES I S-002 GENERAL NOTES II Lobb/ Building S-003 DESIGN CRITERIA S-101 LOBBY BLDG-FOUNDATION PLAN 62005 CR 48 _ S-102 LOBBY BLDG- LEVEL 1 FRAMING PLAN Greenport, NY 11944 S-103 LOBBY BLDG - ROOF FRAMING PLAN S-104 ENLARGED FOUNDATION PLAN S-105 ENLARGED LEVEL 1 FRAMING PLAN stud io P E D RAZZ I Architects ` S-106 ENLARGED ROOF FRAMING PLAN S-201 WALL ELEVATIONS & SECTIONS I S-202 WALL ELEVATIONS& SECTIONS;• �^, ��°'"�,:,,,�;�;a� ONS II :..�:j. S300 LAP SPLICE AND CON RE C TE DETAILS - S-301 FOUNDATION TYPICAL DETAILS S-302 FOUNDATION SECTIONS& DETAILS r � , 5�„ S-601 WOOD TYPICAL DETAILS S-602 WOOD TYPICAL DETAILS II :.r S-603 WOOD TYPICAL DETAILS III X�� f o I s S-604 WOOD TYPICAL DETAILS IV N ^ww '$: �-•� r`w k:; �,z'se' �,,1}� �' � $ n fl � � til;l ./ .r�'� _ n`y� y :.'T. _.._ �.. � a �r'• 2 BULLETIN 1 04/29/2022 1 CONSTRUCTION DOCUMENTS 04/21/2022 No. Description Date ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581.1978 STRUCTURAL ENGINEER: AI-ALT 25 Melville Park Road Suite 229H, Melville, NY 11747 phone: 3.7898 OF NES, Y , ccA X'9 AR�FES S101A � STRUCTURAL DRAWING LIST ISSUED FOR FILING Date 04/15/2022 Drawn by AJC/MV a T-000 co LO N N O Scale N CSD GR GENERAL REQUIREMENTS B. ARCHITECTURAL: PI PERFORMANCE ITEMS FN-17 BACKFILL AGAINST FOUNDATION WALLS BELOW GRADE SO THAT THE DIFFERENCE 1) PLAN DIMENSIONS AND PROJECT DATUM PI-1 THE CONTRACTOR SHALL EMPLOY OR RETAIN A LICENSED STRUCTURAL IN THE FILL LEVEL ON OPPOSITE SIDES OF THE WALL DOES NOT EXCEED V-0"AT GR-1 AS USED IN THESE GENERAL NOTES: ANY TIME. COMPACT TO 95 PERCENT MODIFIED PROCTOR DENSITY. BRACE ALL "DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON. 2) SLAB EDGE DIMENSIONS ENGINEER IN THE STATE IN WHICH THIS PROJECT IS LOCATED TO DESIGN AND FOUNDATION WALLS AND GRADE BEAMS DURING THE OPERATION OF BACKFILLING 3) FINISH ELEVATIONS DETAIL PERFORMANCE ITEMS AS PART OF THE BASE BUILDING STRUCTURE AND COMPACTION. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS... Sunset Hotel "SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON. 4) WATERPROOFING AND DAMP-PROOFING DETAILS INDICATED IN THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED T0: "CONTRACT DOCUMENTS" IS DEFINED AS THE DESIGN DRAWINGS AND THE FNA 8 DO NOT BACKFILL ANY BASEMENT WALLS UNTIL FIRST FLOOR IS IN PLACE OR THE Lobby Building SPEC IFICATIONIS. 5) RAMP GEOMETRY, PITS, SLAB SLOPES AND DEPRESSIONS A. STRUCTURAL STEEL CONNECTIONS WALLS ADEQUATELY BRACED. "SER" IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE 6) EMBEDMENTS, INSERTS, BLOCKOUTS, ETC. B. SHEETING&SHORING 62005 CR 48 FN-19 THE EXPOSED SUBGRADE SOILS MAY BE SENSITIVE TO DISTURBANCE AND Greenport, NY 11944 STRUCTURE IN ITS FINAL CONDITION. 7) EXACT OPENING SIZES FOR PIPES, DUCTS, ETC. STRENGTH DEGRADATION WHEN HIGH MOISTURE CONTENTS ARE PRESENT. p "DESIGN PROFESSIONALS" IS DEFINED AS THE OWNER'S ARCHITECT AND SER. 8) CONCRETE FINISHES AND TOPPING SLABS SI SPECIAL INSPECTIONS MINIMIZE CONSTRUCTION TRAFFIC OVER EXPOSED SUBGRADES. DO NOT POND "MEP" INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, 9) CONCRETE CURBS AND HOUSEKEEPING PADS SI-1 SPECIAL INSPECTIONS SHALL BE PERFORMED DURING CONSTRUCTION OF THIS WATER ON THE SUBGRADES. CONTROL SURFACE AND GROUND WATER BY FIRE PROTECTION. 10) INTERIOR NON-STRUCTURAL MASONRY PARTITIONS BUILDING IN ACCORDANCE WITH CHAPTER 17 OF THE 2020 BUILDING CODE OF NEW PROPER SITE GRADING, PERIMETER CUTOFF TRENCHES, AND SUMP AND PUMP stud i0 PED RAZZI Architects YORK STATE. REFER TO THE STATEMENT OF SPECIAL INSPECTIONS APPROVED BY METHODS OF DEWATERING. CONSTRUCT ALL CUTOFF TRENCHES AND SUMPS "CONTRACTOR" IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL 11) FIRE RATINGS THE BUILDING OFFICIAL FOR FINAL CODE-REQUIRED STRUCTURAL SPECIAL OUTSIDE THE INFLUENCE OF PROPOSED FOUNDATIONS. CON-TRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND 12) METAL PAN STAIRS AND SUPPORTS INSPECTIONS. THE FOLLOWING STRUCTURAL ITEMS ARE EXPECTED TO REQUIRE THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL 13) OPERABLE PARTITIONS SPECIAL TESTING AND/OR INSPECTIONS: FN-20 UNDERPINNING OF EXISTING FACILITIES, IF REQUIRED, SHOULD BE CARRIED TO A STEEL ERECTOR. C. MEP: A. STEEL CONSTRUCTION BC 1705.2 DEPTH SUCH THAT THE ENTIRE BASE OF UNDERPINNED FOOTING FALLS BELOW A "BASE BUILDING STRUCTURE" IS DEFINED AS THE STRUCTURAL FRAME DESIGNED )1 PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION 450 PLANE PROJECTED DOWNWARD AND OUTWARD FROM THE CLOSEST AND BY AI-ALT STRUCTURAL ENGINEERING PLLC. B. CONCRETE CONSTRUCTION BC 17405.3 AND TABLE 1705.3 LOWEST LOCATION OF THE NEW CONSTRUCTION, SETTLEMENT AS A RESULT OF "STRUCTURE IN ITS FINAL CONDITION" MEANS ALL STRUCTURAL ELEMENTS 2) FLOOR DRAINS C. MASONRY CONSTRUCTION BC 1705.4 THE UNDERPINNED FOUNDATION SHALL NOT EXCEED 1/16 OF AN INCH. ALL SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND 3) UNDERFLOOR AND PERIMETER DRAINAGE SYSTEMS D. WOOD CONSTRUCTION BC 1705.5 UNDERPINNING DESIGN DRAWINGS AND SPECIFICATIONS SHALL BE REVIEWED BY COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING 4) EQUIPMENT CURBS E. SOILS BC 1705.6 AND TABLE 1705.6 THE OWNER'S GEOTECHINCAL ENGINEER. A QUALIFIED UNDERPINNING CONTRACTOR SHALL COMPLETE THE WORK, AS REQUIRED.ALL UNDERPINNED NON-COMPLIANCE ISSUES. 5) CONDUITS AND EMBEDMENTS IN WALLS AND SLABS F. FABRICATED ITEMS BC 1705.10 DESIGN DRAWINGS AND DETAILS MUST BE SIGNED AND SEALED BY A QUALIFIED GR-2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL FOR ADDITIONAL REQUIRED INSPECTIONS, SEE ARCHITECTURAL DRAWINGS. ENGINEER LICENSED IN THE STATE OF N1. THE OWNER'S GEOTECHNICAL WORK WITH THE ARCHITECTURAL, CIVIL, MEF' CONTRACT DOCUMENTS, AS WELL SU SUBMITTALS ENGINEER SHALL INSPECT ALL UNDERPINNING CONSTRUCTION. AS ANY OTHER.APPLICABLE TRADES. SUA TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE FN FOUNDATION NOTES GR-3 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER' S REVIEW A SCHEDULE FN-1 REFER TO DIVISION 31 SPECIFICATION SECTION -"EARTHWORK" FOR SC STRUCTURAL CONCRETE NOTES THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. WHICH DETAILS THE ESTIMATED QUANTITY OF SHOP DRAWINGS AND THE DATE REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW. SC-1 REFER TO DIVISION 3 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GR-4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND THE SHOP DRAWINGS WILL BE RECEIVED BY THE STRUCTURAL ENGINEER. THE THOSE LISTED BELOW. STRUCTURAL ENGINEER SHALL HAVE THE OPPORTUNITY TO REVIEW THE FN-2 ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW ACCORDANCE WITH SECTION 1804 OF THE BUILDING CODE OF THE STATE OF NEW SC-2 A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION WILL BE PROPOSED SCHEDULE AND SUBMIT COMMENTS T THE CONTRACTOR. THE FINAL AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED OR THE YORK. PERFORMED ON ALL STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH CODE PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE REQUIREMENTS AND THE SPECIFICATIONS, SCHEDULE WORK AND PROVIDE STABLE IN THE ABSENCE OF THE CONTRACTOR'S TEMPORARY SUPPORTS AND STRUCTURAL ENGINEER. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, FN-3 THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED. BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STRUCTURAL ENGINEER WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING WORKING DAYS AFTER HAVING RECEIVED THE REPRODUCIBLE SHOP DRAWING. WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. SC-3 SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP AND CONSTRUCTION SUPPORTS. FN-4 REMOVE ALL ORGANIC AND UNSUITABLE MATERIAL PRIOR TO PLACING FILL. DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE TO THE SU-2 THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO PLACE FILL IN HORIZONTAL LAYERS NOT TO EXCEED 9 INCHES IN LOOSE ARCHITECT/ENGINEER FOR REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR GR-5 LATERAL LOAD RESISTANCE AND STABILITY OF THE STRUCTURE IN ITS FINAL ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH THICKNESS AND COMPACT TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY AT TO PERFORMING CONCRETE WORK. CONDITION IS PROVIDED BY SHEAR WALLS AND LATERAL STABILITY OF OTHER SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED: OPTIMUM MOISTURE CONTENT. IF ACCEPTABLE TO THE OWNER'S GEOTECHNICAL SC-4 DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE ELEMENTS IS PROVIDED THROUGH FLOOR SLABS, ROOF DECK, AND INFLOOR A. THE SHOP DRAWING IS REQUESTED. ENGINEER, ON-SITE MATERIALS THAT MEET PROJECT SPECIFICATION REINFORCEMENT IN ACCORDANCE WITH "SP-66: ACI DETAILING MANUAL", LATEST BRACING. B. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN. REQUIREMENTS MAY BE USED FOR ENGINEERED FILL IF MAINTAINED AT OPTIMUM EDITION AND ACI 318-14"BUILDING CODE REQUIREMENTS FOR REINFORCED GR-6 THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS C. THE ARCHITECT' S AND STRUCTURAL ENGINEER' S COMMENTS FROM ANY MOISTURE CONTENT AND COMPACTED TO THE ABOVE CRITERIA. SELECT BORROW CONCRETE". AND SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. PREVIOUS SUBMITTALS ARE ADDRESSED. MATERIALS WILLBE REQUIRED WHEN ON-SITE MATERIALS ARE UNSUITABLE OR SC-5 WHERE A 90-DEG, 135-DEG OR 180-DEG HOOK IS GRAPHICALLY INDICATED, GR-7 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS CANNOT BE COMPACTED TO THE CRITERIA STATED ABOVE. PROVIDE CORRESPONDING ACI STANDARD HOOKS LION. AND COORDINATE WITH THE STRUCTURAL DRAWINGS,ARCHITECTURAL D. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. E. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING FN-5 EXCAVATION TO SUITABLE BEARING SUBGRADES MAY PROCEED BY SC-6 SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS OR CLOUDS. CONVENTIONAL METHODS TO WITHIN 2.5 FEET OF THE PROPOSED FINAL AND PLACEMENT TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO AND FIELD CONDITIONS. F. SUBMITTAL IS COMPLETE. SUBGRADES.PERFORM EXCAVATION TO FINAL SUBGRADE USING A BACKHOE FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION GR-8 IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER EQUIPPED WITH A SMOOTH BLADE TO MINIMIZE DISTURBANCE OF THE BEARING JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC. DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN G. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST. SUBGRADE, FINISH ALL FOOTING EXCAVATIONS BY HAND. SC-7 REFER TO THE FOUNDATION NOTES FOR REQUIREMENTS PARTICULAR TO PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND H. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND FOUNDATION AND SLAB-ON-GRADE WORK. LOCATE JOINTS, IF PROVIDED, AT PROCEEDING WITH WORK. LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER. FN-6 DO NOT EXTEND THE GENERAL EXCAVATION ACROSS THE SITE DEEPER THAN 1'-0" POINTS OF MINIMUM STRESS. 1 CONSTRUCTION DOCUMENTS 04/21/2022 BELOW THE SLAB-ON-GRADE SUBGRADE ELEVATION. PERFORM THE EXCAVATIONS No.. Description Date GR-9 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS I. THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, FOR PILE CAPS, CAISSON CAPS, GRADE BEAMS, SPREAD FOOTINGS, MATS, PITS, SC-8 CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO p ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE. SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT ETC.ON AN INDIVIDUAL, LOCALIZED BASIS DOWN FROM THE SLAB-ON-GRADE PLACING FRESH CONCRETE. GR-10 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS. MEET THE ABOVE REQUIREMENTS. THE STRUCTURAL ENGINEER' S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN SUBGRADE ELEVATION. SC-9 LAP REINFORCEMENT ONLY AT LOCATIONS AS SPECIFICALLY DETAILED ON THE GR-11 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. FN-7 PROVIDE POSITIVE PROTECTION FOR ALL EXCAVATION SLOPES AGAINST DRAWINGS EXCEPT REINFORCEMENT MARKED AS CONTINUOUS CAN BE SPLICED ON DRAWINGS. INSTABILITY AND DETERIORATION DUE TO RAIN, WIND, SNOW OR ICE. AT LOCATIONS DETERMINED BY CONTRACTOR USING TENSION LAP SPLICES (LTS). GR-12 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE SPECIFICALLY: SEE LAP SPLICE AND EMBEDMENT SCHEDULE. INTERSECTIONS, UON. SU-3 FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE FN-8 RETAIN THE PERIMETER OF THE GENERAL EXCAVATION WITH A SOIL RETENTION GSYSTEM AS (NECESSARY.THE DESIGN, INSTALLATION, MAINTENANCE AND SC-10 UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES R-13 CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER' S REMOVAL OF THE SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE PER LAP SPLICE AND EMBEDMENT SCHEDULE, FOUNDATIONS, LION. ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE ALL MEASURES AND PRECAUTIONS NECESSARY TO MINIMIZE SETTLEMENT OF SC-11 LAP WELDED WIRE FABRIC ONE FULL MESH PANEL(TYPICALLY) OR TWO FULL GR-14 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, CALCULATIONS OF THE CONTRACTOR' S ENGINEER. EXISTING OR NEW CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS. MESH PANELS(AT CONSTRUCTION JOINTS)AND TIE SECURELY. LION. SU-4 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS REPAIR ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION INSIDE OR OUTSIDE SC-12 PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND GR-15 THE CONTRACTOR IS SOLELY RESPONSIBILE FOR THE MEANS AND METHODS OUTLINED IN THE SPECIFICATIONS: PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF SPACING. REQUIRED TO PROTECT THE ADJACENT PROPERTIES DURING CONSTRUCTION. 032400 S CONCRETE REINFORCING LAYOUT THE SOIL RETENTION SYSTEM, SCA3 ALL MECHANICAL COUPLERS SHALL DEVELOP 1.25 FY OF REBAR IN TENSION OR ARCHITECT: GR-16 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED 033000 CALC CONCRETE MIX DESIGNS COMPRESSION AND COMPLY WITH ACI 318. THE CAPACITY'OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. 033000 S CONCRETE CONSTRUCTION JOINT LAYOUT FN-9 ALLOW THE OWNER'S GEOTECHNICAL ENGINEER TO INSPECT ALL FINISHED situdioPEDRAZZI Architecture + Desi n EXCAVATIONS AND BEARING SUBGRADES BEFORE PLACING CONCRETE. DO NOT SC-14 HORIZONTAL JOINTS IN CONCRETE POURS ARE NOT PERMITTED, 9 GRA 7 THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH 041000 S MASONRY REINFORCEMENT LAYOUT PLACE CONCRETE IN ANY EXCAVATION CONTAINING FREE WATER, FROST, ICE OR SC-15 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT 200 west 58th Street OTHER DISCIPLINES, THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. 051000 S STRUCTURAL STEEL FROZEN GROUND. PROVIDE ALL MEASURES NECESSARY TO PREVENT FROST OR MID-SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND Suite 10C, New York, NY 10019 ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE, BOTH BEFORE AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS phone: 212.581.1978 DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR 051000 S CALC STRUCTURAL STEEL CONNECTIONS AFTER CONCRETE PLACEMENT AND UNTIL SUCH SUBGRADES ARE FULLY SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT PROTECTED BY THE PERMANENT BUILDING STRUCTURE. CONSTRUCTION JOINTS IN POST-TENSIONED SLABS SHALL BE LOCATED AND... STRUCTURAL ENGINEER: SHOWN ON TIME STRUCTURAL DRAWINGS MUST BE APPROVED BY THE S = SHOP DRAWINGS REQUIRED STRUCTURAL ENGINEER. CALC = SUPPORTING CALCULATIONS REQUIRED, SIGNED AND SEALED BY A FN-10 THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE TO THE INVESTIGATION SC-16 ALLOW THE OWNER'S TESTING AGENCY TO REVIEW THE REINFORCING AI-ALT LICENSED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PERFORMED BY MCDONALD GEOSERVICES DATED 12/01/2021 CONSISTING OF ONE PLACEMENT PRIOR TO PLACING ANY CONCRETE. PROVIDE ADEQUATE ADVANCE... 25 Melville Park Road GR-18 ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT PROJECT IS LOCATED. (1) TEST BORING. SC-17 REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING Suite 229H, Melville, NY 11747 DATUM INDICATED ON THE ARCHITECTURAL DRAWINGS.SEE ARCHITECTURAL, CIVIL, MEP, AND VERTICAL TRANSPORTATION CONTRACT DOCUMENTS FOR SU-5 WHERE CONTRACTOR LOADS IMPOSED DO NOT EXCEED AND/OR CONNECTION FNA 1 BOTTOM OF FOOTINGS TO BEAR ON: DRAWINGS FOR CURBS, PADS, DEPRESSIONS, WALUSLAB OPENINGS, SPECIAL phone:FLOOR FINISHES, ETC. OF NF 898 ADDITIONAL INFORMATION RELATING TO THE: COORDINATION OF STRUCTURAL CONDITIONS DO NOT DIFFER FROM WHAT IS INDICATED IN THE STRUCTURAL A. CLAYEY SAND WITH GRAVEL CONFORMING TO NYS BC MATERIALS CLASS SC, G,�P �_vIIV y�9 COMPONENTS INCLUDING, BUT NOT LIMITED TO: DRAWINGS, SUBMIT FOR RECORD A LETTER SIGNED AND SEALED BY A LICENSED UNDISTURBED SOIL FREE OF FROST OR VEGETATION CAPABLE OF SAFELY SC-18 PROVIDE ONLY THOSE OPENINGS INDICATED ON THE REVIEWED SHOP DRAWINGS. PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED SUPPORTING 2,000 PSF BEARING PRESSURE AS DETERMINED FROM NYS BC SCA9 REFER TO ACI 318, CH. 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS. A. CIVIL: Q r. STATING THE FOLLOWING: TABLE 1806.2. SC-20 REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER 2 '` i+ ` P7 L4J 1) SITING OF BUILDING GRID LINES WITH RESPECT TO CITY BENCHMARKS AND TO ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER. o p92153 THE CONTRACTOR DESIGNED SYSTEM HAS BEEN DESIGNED TO IMPOSE LOADS FN-12 SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A 2) SITE PREPARATION ON THE BASE BUILDING STRUCTURE THAT ARE WITHIN THE LOAD LIMITS AND AT REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN SC-21 ALL CAST-IN-PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF 'O� 3) BACKFILLING MATERIALS AND REQUIREMENTS THE LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS." WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED CRACKING. ANY ELEMENT EXPOSED TO DIRECT WEATHER AND/OR TEMPERATURE °FEssioN� 4) PAVING AND SITE ELEMENTS OUTSIDE OF BUILDING ENVELOPE WHERE CONTRACTOR LOADS IMPOSED FOR THE FOLLOWING ITEMS EXCEED SOIL BEARING PRESSURE. VARIATIONS DURING CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE PROPAGATION OF CRACKS 5) NEW AND EXISTING SITE UTILITIES AND/OR CONNECTION CONDITIONS DIFFER FROM WHAT IS SHOWN IN THE FN-13 TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 4 FEET BELOW EXTERIOR TREATED AND REGULARLY MAINTAINED TO PREVENTGENERAL NOTES 1 6) SUPPORT OF EXCAVATING AND UNDERPINNING STRUCTURAL DRAWINGS, SUBMIT FOR APPROVAL TO SER LOADS IMPOSED ON THE FINISH GRADE. AND WATER PENETRATION. THE CONTRACTOR SHALL DE-VELOP A REGULAR 7) INVERT ELEVATION OF POEs PRIMARY STRUCTURAL FRAME DUE TO THE DEAD, LIVE, AND WIND/SEISMIC LOADS FN-14 CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS MAINTENANCE PROGRAM AND SUBMIT IT TO THE OWNER. INDICATED ON THE CONTRACT DOCUMENTS. UNLESS OTHERWISE NOTED ON DRAWINGS. ISSUED FOR FILING SUBMITTAL SHALL LIST THE DESIGN LOADS USED AND BE SIGNED AND SEALED BY FNA 5 USE SIDE FORMS FOR ALL FOOTINGS, PILE CAPS AND GRADE BEAMS. CLEAN Date 04/15/2022 A LICENSED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS REINFORCEMENT IMMEDIATELY PRIOR TO PLACING CONCRETE. PLACE THE LOCATED. SUBMITTAL SHALL INCLUDE LOCATION, MAGNITUDE AND DIRECTION OF CONCRETE FOR EACH FOOTING AND PILE CAP IN ONE CONTINUOUS POUR. a. Drawn by AJC UNFACTORED IMPOSED LOADS, GRAPHICALLY REPRESENTED IN THEIR FN-16 PLACE ALL SLABS-ON-GRADE IN A LINEAR PATTERN BETWEEN CONSTRUCTION APPROPRIATE LOCATIONS ON A COPY OF THE CONTRACT DOCUMENT JOINTS IN WIDTHS NOT TO EXCEED 20 FEET. ALLOW A MINIMUM OF 24 HOURSS_00 M STRUCTURAL FRAMING PLANS OR ELEVATIONS AS APPROPRIATE. DETAIL BETWEEN ADJACENT POURS. SAW CUT SLABS TO ONE-QUARTER OF SLAB DEPTH, REFERENCES IN THE CONNECTIONS APPLICABLE AT EACH LOCATION SHALL BE MINIMUM, IN THE PATTERN SHOWN ON PLANS. START SAWCUTTING AS SOON AS CD N NOTED ON THE SUBMITTAL DRAWINGS. Scale N THE SAW WILL NOT RAVEL EDGES OR DISLODGE AGGREGATE, BUT IN NO CASE N MORE THAN 12 HOURS AFTER THE SLAB IS PLACED. co F. ALL BEAM REACTIONS, AXIAL FORCES AND MOMENTS ACT CONCURRENTLY. WL-3 MICROLAM(R) OR PARALLAM(R) SS STEEL NOTES LION, BEAM REACTIONS ACT IN GRAVITY DIRECTION WHILE AXIAL FORCES AND WL WOOD AND LUMBER NOTES SS-1 REFER TO DIVISION 5 SPECIFICATION SECTIONS FOR REQUIREMENTS IN ADDITION MOMENTS ARE TO BE CONSIDERED REVERSIBLE, WL-1 LUMBER A. MICROLLAM(R) OR PARALLAM(R) BEAMS OR POSTS ARE INDICATED ON TO THOSE LISTED BELOW. A. ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER SPRUCE PINE FIR DRAWINGS AS. M.L. OR P.L. PRODUCTS OF ALTERNATE MANUFACTURERS ARE G. EXCEPT WHERE "SNUG TIGHT" INSTALLATION IS SPECIFICALLY PERMITTED ON ACCEPTABLE IF THEY SATISFY THE LISTED SPECIFICATIONS FOR STRENGTH SS-2 A QUALITY CONTROL PROGRAM OF SHOP AND FIELD TESTING AND INSPECTION DRAWINGS or"SLIP CRITICAL" DETAILING IS REQUIRED, ALL HIGH STRENGTH #1/#2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% HAVING THE AND STIFFNESS. Sunset Hotel WILL BE PERFORMED ON STRUCTURAL STEEL FABRICATION, ERECTION, AND BOLTS SHALL BE INSTALLED AS FULL PRETENSIONED BOLTS. FOLLOWING MINIMUM PROPERTIES: CONNECTIONS IN ACCORDANCE WITH CODE REQUIREMENTS AND THE Fb= 875 PSI B. MICROLLAM(R) BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Lobby Building SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE H. AT A MINIMUM ALL BOLTED MOMENT AND AXIAL CONNECTION SHALL HAVE TESTING REQUIREMENTS TO BE COMPLETED. PRETENSIONED BOLTS IN STANDARD HOLES. Fc per= 425 PSI E = 2,000,000 PSI 62005 CR 48 SS-3 DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE I. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE Fv= 135 PSI Fb= 2,600 PSI Greenport, NY 11944 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AISC 360-16. SLIP CRITICAL BOLTS. E= 1,400,000 PSI Ft= 1,555 PSI SS-4 PERFORM ALL WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH J. DO NOT USE OVERSIZED OR SLOTTED HOLES FOR ANY CONNECTIONS UNLESS B. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE AND EXPOSED TO Fc= 750 PSI SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY WEATHER(FOR BALCONY DECK BOARDS LEDGER JOISTS BEAMS AND SILL THE"STRUCTURAL WELDING COD=-STEEL", AWS D1.1-04. COMPLY WITH AISC THE STRUCTURAL ENGINEER OF RECORD. PLATES) SHALL BE SOUTHERN YELLOW PINE PRESSURE TREATED TO 0.40 Ib Fc parallel = 2,510 PSI stud io P E D RAZZ I Architects SPECIFICATION SECTION J2 FOR MINIMUM FILLET WELD SIZE, BUT DO NOT USE RETENTION, PER AWPA STANDARDS, HAVING THE FOLLOWING MINIMUM Fv= 285 PSI LESS THAN A 1/4 INCH FILLET UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. SS-19 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1, LATEST EDITION. ALL WELD SIZES SHALL BE THE PROPERTIES: C. PARALLAM(R) BEAMS HAVE THE FOLLOWING MINIMUM PROPERTIES: SS-5 SUBMIT ENGINEERED AND CHECKED SHOP DRAWINGS TO THE ARCHITECT/ LARGER OF THE SIZE REQUIRED BY CONNECTION FORCES, THE MINIMUM SIZE PER E - 2,000,000 PSI ENGINEER FOR REVIEW. SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY Fb= 1500 PSI, 1250 PSI, 1200 PSI,AND 975 PSI FOR 4, 6, 8, 10,AND 12 DETAILS, AND ERECTION DIAGRAMS FOR ALL STRUCTURAL STEEL. SCHEDULE ANSI/AWS D1.1, OR 3/16 INCH MINIMUM FILLET WELD LION. ANY WELD SIZES SHOWN INCHES WIDE SECTIONS RESPECTIVELY. Fb = 2,900 PSI SUBMISSIONS TO ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO FABRICATION. ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL Fc per= 565 PSI Fc= 750 PSI BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS Fv= 175 PSI Fc parallel = 2,900 PSI SS-6 SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON BETWEEN COMPONENTS. THE STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE E= 1,600,000 PSI Fv= 290 PSI STRUCTURAL ENGINEER OF RECORD IN WRITING. SS-20 USE RUNOFF TABS AT ALL BEVEL AND FULL PENETRATION WELDS. REMOVE C. ALL EXTERIOR WALLS SHALL BE FIRE RETARDANT TREATED LUMBER WITH THE D. PARALLAM STRAND LUMBER(PSL) POSTS HAVE THE FOLLOWING MINIMUM SS-7 FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE RUNOFF TABS BY NEAT CUTS AFTER WELD IS COMPLETED. GRIND SMOOTH WHERE FOLLOWING MINIMUM PROPERTIES: PROPERTIES: REQUIRED BY DETAIL. E = 1,800,000 PSI HOT-DIPPED GALVANIZED FINISH. Fb= 770 PSI - SS-8 PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF SS-21 WHERE REQUIRED BY DETAIL REMOVE WELD BACK UP BARS AND GRIND SMOOTH Fc per= 400 PSI Fb= 2,400 PSI WATER. ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 11/81, AFTER WELD IS COMPLETED. Fv= 125 PSI Ft= 1,755 PSI DIA. AND SHALL BE GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND SS-22 PROVIDE A MINIMUM OF TWO(2) BOLTS AT EACH FAYING SURFACE. E= 1,316,000 PSI Fc= 425 PSI OPEN. SS-23 DETAIL ALL BEAMS FRAMING INTO CONCRETE WALLS, BEAMS OR COLUMNS TO D. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. Fc parallel = 2,500 PSI SS-9 SHOW ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN ALLOW FOR HORIZONTAL FIELD TOLERANCES AND THERMAL MOVEMENT. Fv= 190 PSI STRUC-TURAL STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES SS-24 ALL CONNECTIONS TO HOLLOW STRUCTURAL SECTION (HSS) COLUMNS ARE TO BE E. ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING - ON THE SHOP DRAWINGS FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL THRU-PLATE UNLESS NOTED OTHERWISE. LENGTH OF FOUR INCHES. E. BEAMS MUST BE LATERALLY SUPPORTED AT TOP. ENGINEER. SS-25 PROVIDE CONNECTION DETAILS REQUIRED BY THE SPECIFIC CONSTRUCTION F. EXCEPT AS UPGRADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED F. MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2"AT ENDS,AND 3"AT SEQUENCES. IN ACCORDANCE WITH THE SPECIFIED NAILING SCHEDULE. INTERMEDIATE SUPPORT. SS-10 FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO G. MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH AP-PROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. SS-26 PROVIDE SUITABLE BEARING PLATES AND ANCHOR BOLTS FOR BEAMS, JOISTS, OR G. ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT"TIMBER MANUFACTURER'S SPECIFICATIONS. SS-11 THE CONTRACTOR SHALL SUBMIT STEEL ERECTION PROCEDURE, PREPARED GIRDERS WHICH BEAR ON WALLS, LOCATE ITEMS USING TEMPLATES OR SIMILAR CONNECTORS" BELOW: UNDER THE SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE METHODS. SET ALL PLATES IN FULL BEDS OF NON-SHRINK GROUT. COMPLETELY SP SPECIALTY ENGINEERED PRODUCTS NOTES OF THE LOCATION OF THE PROJECT(THE CONTRACTOR'S ENGINEER) FOR REVIEW FILL ALL BEAM AND COLUMN POCKETS WITH CONCRETE PRIOR TO CASTING 1) A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE BY THE STRUCTURAL ENGINEER OF RECORD. THIS PROCEDURE MUST INCLUDE CONCRETE ABOVE. OF STEEL WITH 1/2" DIAM. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON SP-1 THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER THE PROPOSED SURVEY REQUIRED BY THE STEEL SPECIFICATIONS. TRUSSES AND OPEN WEB STEEL JOISTS WITH THE ALTERNATE SIDES OF WEB. JOISTS SHALL BE TOENAILED TO PLATE WITH SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SS-27 FABRICATE ALL BEAMS, SS-12 STEEL USING COMPLETE JOINT PENETRATION GROOVE WELDS THAT FUSE NATURAL CAMBER UP. PROVIDE ANY ADDITIONAL CAMBER SHOWN ON THE 3-8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF N1. IT IS THE AND BE SPIKED TOGETHER AND BLOCKED. GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY THROUGH THE THICKNESS OF THE FLANGE OR WEB SHALL HAVE A MINIMUM STRUCTURAL DRAWINGS, CANTILEVER BEAMS SHALL BE FABRICATED SO THAT AT LEAST SIX INCHES, ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO CHARPY V-NOTCH IMPACT TESTING VALUE AS FOLLOWS: THE NATURAL CAMBER RAISES THE CANTILEVERED END. STEEL BEAMS INSTALLED 2) A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM ALLOW REVIEWS AND R WINGS ARE M REQUIRED. ALL SPECIALTY ENGINEERED A. ASTM A6/A6N1 HOT-ROLLED SHAPES WITH A FLANGE THICKNESS EXCEEDING 2 IN PARALLEL WITH STEEL BAR JOISTS MUST HAVE CAMBER EQUAL TO BAR JOISTS. FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER, PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE DESIGN LOADS INCHES AND BUILT-UP HEAVY SHAPES WITH PLATES EXCEEDING 2 INCHES IN SS-28 AFTER FABRICATION, CLEAN STEEL OF ALL RUST, LOOSE MILL SCALE, DIRT, OIL, JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL - THICKNESS: 20 FT-LB @ F. GSUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST.70 OF. OR OTHER FOREIGN MATERIALS. FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4 BETWEEN STEEL AND BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY B. REGARDLESS OF THICKNESS, ALL TRUSSES, LATERAL SYSTEM MEMBERS SS-29 ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED T0, THE FOLLOWING: (INCLUDING COLUMNS, WIND GIRDERS, BRACES, ETC.): 20 FT-LB @ 70 OF. TO PREVENT GALVANIC AND CORROSIVE EFFECTS. JOISTS TO ONE ANOTHER. A. LIGHT GAUGE METAL INCLUDING, BUT NOT LIMITED TO, SOFFITS, CLADDING, C. STEEL EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 °F: 20 FT-LB @ 70 SS-30 REFER TO THE ARCHITECTURAL DRAWINGS FOR THE REQUIRED FIRE RATINGS CEILINGS, ETC. OF. AND UL ASSEMBLY NUMBERS. APPLY UL APPROVED FIREPROOFING TO THE WL-2 WOOD STRUCTURAL PANELS (PLYWOOD) STRUCTURAL STEEL MEMBERS AS NECESSARY TO ACHIEVE THE REQUIRED FIRE A. PLYWOOD FOR SUBFLOOR(FLOOR SHEATHING OVER WOOD JOISTS) SHALL BE B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT 7 CONSTRUCTION DOCUMENTS 04/21/2022 D. REGARDLESS OF THICKNESS,ALL TRUSSES, LATERAL SYSTEM MEMBERS RATINGS, REMOVE IN THE FIELD ALL LOOSE MILL SCALE, RUST, OIL, GREASE OR 3/4"C-D EXP-1, SPECIES GROUP 3 APA IDENTIFICATION INDEX 40/20, GLUED TO SUPPORTS, FRAMES THAT SUPPORT MACHINES, PIPES OR OTHER No. description Date (INCLUDING COLUMNS, WIND GIRDERS, BRACES, ETC) EXPOSED TO OTHER BOND-INHIBITING FOREIGN SUBSTANCE PRIOR TO THE APPLICATION OF TOP OF TRUSS AND SCREWED TO TOP FLANGE AT 12" ON CENTER. SUB FLOOR STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. TEMPERATURES IN SERVICE BELOW 50 30 FT-LB @ [LOWEST ANTICIPATED FIREPROOFING. SHALL BE 314" ADVANTECH ENGINEERED PLYWOOD OR APPROVED C. MISCELLANEOUS HANGERS, METAL FRAMES, LADDERS, RIGGING, HANGING SERVICE TEMPERATURE +70 °F, 40 °F MAX]. EQUIVALENT. WALLS, METAL RAILINGS, SAFETY RAILINGS, GLAZING FRAMES, CLADDING SUCH E. WELD METAL.: 20 FT-LB @MINUS 20 DEG. F AND 40 FT-LB @ 70 OF. SS-31 DO NOT FIELD CUT ANY STRUCTURAL STEEL WITHOUT THE PRIOR REVIEW AND AS STONE PRECAST ALUMINUM METAL PANELS CABLE BARRIER SYSTEMS F. WELD METAL,EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG. F: 20 ACCEPTANCE OF THE ARCHITECT/ENGINEER. CLEARLY INDICATE ON THE SHOP B. PLYWOOD USED FOR ROOF SHEATHING SHALL BE 518" C-C EXT APA ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE FT-LB @MINUS 20 DEG. F AND 40 FT-LB @ 20 OF. DRAWINGS SUBMITTED FOR REVIEW ANY MEMBER OPENINGS REQUIRED BY IDENTIFICATION INDEX 24/0. CONSTRUCTION DOCUMENTS. OTHER TRADES. C. ALL EXTERIOR WALL SHEATHING SHALL BE LP FLAME BLOCK FIRE RATED OSB G. TESTING IS TO BE IN ACCORDANCE WITH ASTM A6/A6M, SUPPLEMENTARY SHEATHING OR APPROVED EQUIVALENT. REQUIREMENT S30, CHARPY V-NOTCH IMPACT TEST FOR STRUCTURAL SHAPES SS-32 ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER -ALTERNATE CORE LOCATION, AT ROLLED SHAPES AND ASTM A673 FOR TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ANY ADDITIONAL D. PLYWOOD SHALL BE NAILED TO JOISTS WITH 8d COMMON NAILS AT 6" ON PLATES,AT ANY PERMITTED LOCATIONS. STEEL REQUIRED FOR ERECTION PURPOSES AT NO COST TO THE OWNER. CENTER AT EXTERIOR EDGES AND 12" ON CENTER AT INTERMEDIATE REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTED OTHERWISE BY THE OWNER SUPPORTS. SS-13 ALL CONNECTIONS, UNLESS INDICATED AS BEING COMPLETELY DESIGNED ON THE IN WRITING. STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY A LICENSED E. USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE SS-33 PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY, F. PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS ARCHITECT: DESIGN AND DETAILING SHALL COMPLY WITH ALL APPLICABLE CODES AND STABILITY AND ALIGNMENT OF THE STRUCTURE. LEAVE TEMPORARY BRACING IN SPAN). SPECIFICATION SECTIONS. PLACE FOR AS LONG AS NECESSARY. PERFORM FINAL BOLTING AND WELDING G. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT studioPEDRAZZI Architecture + Design SS-14 UNLESS OTHERWISE NOTED, DETAILS INDICATED ON DRAWINGS INDICATE ONLY ON THOSE PORTIONS OF THE STRUCTURE THAT HAVE BEEN ALIGNED AND ALL PANEL EDGE JOINTS. 200 west 58th Street GENERAL CRITERIAPLUMBED WITHIN THE SPECIFIED TOLERANCES.IFOR DESIGN AND DETAILING OF CONNECTIONS. DETAILS Suite 10C, New York, NY 10019 INDICATED ON DRAWINGS ARE NOT INTENDED TO CONVEY COMPLETE SS-34 EQUIPMENT SUPPORTS: phone: 212.581.1978 CONNECTOR SIZES, PLATE SIZES,WELD SIZES, NUMBER OF BOLTS, OR ANY OTHER PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE SPECIFIC INFORMATION THAT IS OBTAINED THROUGH DESIGNING OF AN INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, STRUCTURAL ENGINEER: INDIVIDUAL CONNECTION FOR A GIVEN SET OF LOADS. THESE DETAILS DO NOT CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING SHOW ERECTION AIDS. PROVIDE ERECTION AIDS AS REQUIRED AND REMOVE FROM METAL DECKING. AI-ALT THEM AFTER WORK IS COMPLETE. 25 Melville Park Road SS-35 DECK SUPPORTS: Suite 229H, Melville, NY 11747 SS-15 SUBMIT CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS TO THE PROVIDE 1/4" BENT PLATES AT ALL HIPS, VALLEYS, SKEWED BEAMS AND OTHER phone: .7898 STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO REVIEW OF SHOP AREAS FOR DECK SUPPORT. OF NE4, DRAWINGS. FOR BIDDING PURPOSES, WHERE NO MOMENT IS INDICATED ON P p,�_vI/V yob DRAWINGS PROVIDE FULL MOMENT CAPACITY OF MEMBER(.9 FyZ)AND WHERE NO AL STRUCTURAL ALUMINUM NOTES VERTICAL SHEAR IS INDICATED OIJ DRAWINGS PROVIDE FULL SHEAR CAPACITY(.54 AL-1 MATERIAL:ALL STRUCTURAL SHAPES INDICATED ON DRAWINGS SHALL BE OF ALUMINUM ALLOY 6061-T6. SS-16 ALTERNATE CONNECTIONS TO THOSE SHOWN ON DRAWINGS WILL ONLY BE AL-2 DESIGN AND CONSTRUCTION: SHALL BE IN ACCORDANCE WITH THE o X921 53 CONSIDERED ACCEPTABLE IF CONTRACTOR FORMALLY SUBMITS ALTERNATES SPECIFICATION FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION/ R�FEssmA � AND THE STRUCTURAL ENGINEER OF RECORD APPROVES THE SUBMITTAL. LATEST EDITION. SS-17 FOR CONNECTION DESIGN AND DETAILING, SET CONNECTION WORK POINT AT AL-3 BOLTED CONNECTIONS: ALUMINUM ALLOYS USED FOR BOLTS SHALL BE THOSE GENERAL NOTES 11 INTERSECTION OF MEMBER CENTERLINES, UON. LISTED IN TABLE 5.1 Ic OF THE ALUMINUM CONSTRUCTION MANUAL BY THE SS-18 BEAM CONNECTION DESIGN NOTES ALUMINUM ASSOCIATION OR STAINLESS STEEL(NON-MAGNETIC) BOLTS, SERIES A. SEE PLANS AND ELEVATIONS FOR BEAM REACTIONS AND MOMENTS THAT ARE 300. ALL BOLTS SHALL BE 3/4" DIAM. UNLESS OTHERWISE NOTED ON DRAWINGS. ISSUED FOR FILING LARGER THAN THE VALUE SHOWN IN SCHEDULES. AL-4 WELDED CONNECTIONS: WELDS TO BE INERT GAS SHIELDED ARC OR RESISTANCE Date 04/15/2022 B. DEVELOP THE LARGER OF THE BEAM SHEAR REACTION SCHEDULED, SHOWN WELDING PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX ON PLANS OR SHOWN ON ELEVATIONS. SHALL BE USED. FILLER METAL SHALL BEAN ALUMINUM ALLOY AS SPECIFIED ON Drawn by Author C. DEVELOP THE LARGER OF THE MOMENT SCHEDULED, SHOWN ON PLANS OR TABLE 7.1 3.1 "GUIDE TO THE CHOICE OF ALUMINUM FILLER ALLOY FOR GENERAL a SHOWN ON ELEVATIONS. WELDING PURPOSE" OF THE ALUMINUM ASSOCIATION MANUAL. PREHEATING FOR NWELDING IS PERMISSIBLE PROVIDED THE TEMPERATURE DOES NOT EXCEED 400 S-002 D. DEVELOP THE LARGER OF THE AXIAL FORCE DENOTED AS P OR TF SHOWN ON DEGREES FAHRENHEIT FOR A TOTAL TIME OF 30 MINUTES. WELDS TO BE N PLANS OR SHOWN ON ELEVATIONS. SEE STEEL BEAM LEGEND. PERFORMED BY WELDER(S) CERTIFIED IN WELDING ALUMINUM ONLY. N E. WHERE NO AXIAL FORCE IS SHOWN ALL BEAM CONNECTIONS SHALL BE Scale N DESIGNED FOR A MINIMUM AXIAL FORCE EQUAL TO 5%OF THE VERTICAL SHEAR REACTION ACTING CONCURRENTLY WITH THE VERTICAL BEAM SHEAR. CD CODES & DI=SIGN CRITERIA 5) REINFORCEMENT CD-1 THE FOLLOWING DESIGN CRITERIA IS FOR GENERAL INFORMATION ONLY AND DOES a. REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND NOT MODIFY,ALTER OR OVERRIDE THE PROJECT SPECIFICATIONS OR THE DRAWINGS. MATERIAL PROPERTIES, UON: CD-2 LOCATION DEFORMED BARS ASTM A615 Grade 60 Sunset Hotel THE PROJECT IS LOCATED AT 62005 CR 48, SOUTHOLD, NY 11944. WELDABLE DEFORMED BARS ASTM A706 CD-3 CODES EPDXY COATED DEFORMED BARS ASTM A615/A775 Lobby Building THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS WELDED WIRE REINFORCEMENT ASTM Al 064 OF THE FOLLOWING CODES AND STANDARDS. IN CASES WHERE MORE THAN ONE EPDXY COATED WELDED WIRE ASTM Al 064/A884 62005 CR 48 CODES AND OR STANDARDS APPLY, THE ONE WITH MORE STRINGENT STRUCTURAL REINFORCEMENT Greenport, NY 11944 REQUIREMENTS HAVE BEEN ADOPTED. b. REINFORCING BARS: HOT ROLLED NEW BILLET STEEL, ASTM A615 GRADE 60 A. THE 2020 BUILDING CODE OF NEW YORK STATE. (FY=60 KSI)AND ASTM A615 GRADE 75 (FY=75 KSI)WHERE NOTED IN THE B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, (ASCE 7- 16). DRAWINGS. studioPEDRAZZI Architects C. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). c. WELDED STEEL WIRE FABRIC: ASTM A497 FOR SIZES W4.0 AND LARGER(FY D. ACI DETAILING MANUALSP-66 I LATEST EDITION). = 70 KSI)AND ASTM Al 85 FOR SIZES SMALLER THAN W4.0 (FY=65 KSI FOR ( SIZES W1.2 AND LARGER; FY= 56 KSI FOR SIZES SMALLER THAN W1.2) E. STRUCTURAL WELDING CODE-REINFORCING STEEL(AWS D1.4-2011). d. DEFORMED BAR ANCHORS:ASTM A496 (FY=70 KSI) F. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16). e. PROVIDE EPDXY COATED REINFORCEMENT AND ACCESSORIES IN AREAS G. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS(ACI 301/LATEST OF DIRECT EXPOSURE TO THE ENVIRONMENT, CHEMICALS, OR DE-ICING EDITION). FOR THE AREAS INDICATED ON THE DRAWINGS. H. BUILDING CODE FOR MASONRY STRUCTURES (TMS 402-2013). CD-5 ROOF SNOW LOAD I. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION (NDS-2018 SNOW LOADS ARE DETERMINED FROM ASCE 7-10. WHERE REQUIRED, UNBALANCED WITH 2018 SUPPLEMENT). CD-4 MATERIALS SNOW AND SNOW DRIFT LOADS SHALL BE CONSIDERED. A. GROUND SNOW LOAD pg = 25 PSF A. STRUCTURAL STEEL SHAPES: B. FLAT ROOF SNOW LOAD pf = 20 PSF 1) "FY" INDICATES THE SPECIFIED MINIMUM YIELD STRESS. C. SNOW EXPOSURE FACTOR Ce = 0.9 "FU" INDICATES THE SPECIFIED MINIMUM TENSILE STRENGTH. D. SNOW IMPORTANCE FACTOR Is = 1.0 B. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS: E. THERMAL FACTOR Ct = 1.0 1) ROLLED SHAPES AND CHANNELS: ASTM A572 OR A992, MIN. YIELD STRENGTH CD-6 WIND LOADS 50 KSI WIND LOADS ARE DETERMINED FROM ASCE 7-16. 2) ANGLES FOR TRUSSES AND ASTM A36 MIN YIELD STRENGTH 36 KSI A. ULTIMATE DESIGN WIND SPEED, Vult= 128 mph BRACES: B. NOMINAL DESIGN WIND SPEED, Vasd = 100 mph 3) MISCELLANEOUS ANGLES: ASTM A36 C. STRUCTURAL RISK CATEGORY, II 4) HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, MIN YIELD STRENGTH D. WIND IMPORTANCE FACTOR, Iw= 1.0 42 KSI FOR ROUND AND 46 KSI FOR E. WIND EXPOSURE, D RECTANGULAR HSS F. INTERNAL PRESSURE COEFFICIENT, ± 0.18 5) SEAMLESS PIPE: ASTM A53 GRADE B,TYPE S, MIN YIELD G. COMPONENTS AND CLADDING, DESIGN WIND PRESSURES PER CODE (ULTIMATE STRENGTH 35 KSI FACTORED LOAD). REFER TO WIND LOAD DIAGRAM ON THIS DRAWING. C. CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM GABLE ROOF: RE-QUIREMENTS OR AS NEEDED FOR CONNECTION DESIGN: ZONE 1 +40/-58 PSF 1) ANGLES: ASTM A36 ZONE 2r +40/-58 PSF 2) WTs: ASTM A992 ZONE 2e +40/-58 PSF 3) PLATES: ASTM A36, MIN YIELD STRENGTH 36 KSI OR ASTM A572 OR A529, MINIMUM YIELD ZONE 2n +40/-80 PSF STRENGTH 50 KSI ZONE 3r +40/-80 P/SF 4) BOLTS: ASTM A325 OR A490 ZONE 3e +40/-96 PSF 5) NUTS: ASTM A563 OVERHANG +40/-140 PSF 6) WASHERS: ASTM F436 WALL: 1 CONSTRUCTION DOCUMENTS 04/21/2022 7) ANCHOR RODS: ASTM F1554 GRADE 55 WITH WELDABILITY ZONE 4 +44/48 PSF No. Description Date SUPPLEMENT S1 ZONE 5 +44/-80 PSF 8) HEADED STUDS: ASTM A 108, GRADE 1010 THROUGH 1020 CD-10 EARTHQUAKE DESIGN DATA HEADED STUD TYPE, COLD-FINISHED SEISMIC LOADS ARE DETERMINED FROM ASCE 7-10. CARBON STEEL, AWS D1.1, TYPE B.3/4" A. RISK CATEGORY, II DIAMETER UON B. SEISMIC IMPORTANCE FACTOR, le = 1.0 D. HIGH STRENGTH BOLTS: TYPE ASTM A325 OR ASTM 490, SLIP-CRITICAL C. MAPPED SPECTRAL RESPONSE ACCELERATIONS CONNECTIONS; BEARING TYPE CONNECTIONS WILL NOT BE PERMITTED. USE THE FOLLOWING DIAMETERS: Ss = 0.181g A325: 314"AND 7/8" S1 = 0.050g D. SITE CLASS, D A490: 1"AND 1-1/8" E. SPECTRAL RESPONSE COEFFICIENTS E. WELDING ELECTRODES: E70XX WITH A TENSILE STRENGTH OF 70 KSI. SDS = 0.193g F. HEADED SHEAR STUDS: 3/4" DIAMETER CONFORMING TO AWS DA,ASTM 108, SD1 = 0.081g ARCHITECT: TYPE B (FY=50 KSI; FU =60 KSI) G. ANCHOR BOLTS: USE 3/4"QIASTM F1554 ANCHOR BOLTS, UNLESS NOTED F. SEISMIC DESIGN CATEGORY, B s�tudioPEDRAZZI Architecture + Design OTHERWISE. SEE PROJECT SPECIFICATIONS FOR NUT AND G. BASIC SEISMIC FORCE RESISTING SYSTEM: 200 west 58th Street PLATE WASHER REQUIREMENTS. LIGHT-FRAME(WOOD)WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED Suite 10C, New York, NY 10019 H. CAST-IN-PLACE CONCRETE: FOR SHEAR RESISTANCE-TABLE 12.2-1 ASCE 7-16 phone: 212.581.1978 1) PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +/-5 PCF, H. DESIGN BASE SHEAR, V=#### KIPS AND AGGREGATE CONFORMING TO ASTM C33, UON. WHERE INDICATED, I. SEISMIC RESPONSE COEFFICIENT, Cs =0.06 STRUCTURAL ENGINEER: PROVIDE LIGHTWEIGHT CONCRETE WITH CURED DENSITY OF 112+/-3 PCF AND J. RESPONSE MODIFICATION FACTOR, R=6-1/2 AI-ALT AGGREGATE CONFORMING TO ASTM C330. K. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD 25 Melville Park Road 2) CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28-DAY COMPRESSIVE CD-11 FLOOD DESIGN DATA Suite 229H, Melville, NY 11747 STRENGTHS (F'C), LION: phone: 516.823.7898 THE STRUCTURE IS LOCATED OUTSIDE OF THE FLOOD HAZARD AREAS. CONCRETE F'C FLOOD-RELATED LOADS AND CONDITIONS ARE NOT CONSIDERED IN THE DESIGN. V OF NE y MASS CONCRETE FILL 3000 PSI ,o_vI/V FOOTING:i 4000 PSI SLAB-ON-GRADE 4000 PSIcz cc r r n e A i' _ , t °.m FOUNDATION WALL 4000 PSI -- `��, o s, �� 92153 RETAINING;WALLS 4500 PSI 3) THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS R�FEssioNP�" IS PROHIBITED. THE USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN ALUMINUM ITEMS, INCLUDING DESIGN CRITERIA ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED. 4 PROVIDE,AIR-ENTRAINING IN CONCRETE AS SET FORTH IN THE1 12r �r t e ISSUED FOR FILING SPECIFICATIONS. @11 Date 04/15/2022 ! I 1 ! Drawn by Author I I 1 ELEVATION ELEVATION S-003 N N riI 3r �`_I.._.n.�_ c N Scale 1/2" = 1'-0" CD N PLAN WIND LOAD DIAGRAM