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Home My WebLink About48077-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 48077 Date: 7/15/2022 Permission is hereby granted to: PWG Real Estate LLC K Hass,-1s w__....��...._µ.__........- __._._.www . �_......aa........w..�...�..__................... C/O Jeffre 670 White Plains Rd Ste 121 ��www_____.......�.......wwww�. ._...._......................w_... ._.....�.__w.�._..............____�_w�.�.-.__w�_�_.�._w�.,.�.. ............��....._.... .....wwww..�.� Scarsdale, NY 10583 To: construct accessory storage building as applied for per Planning approval. At premises located at: 35 Cox Neck Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 121.-6-1 Pursuant to application dated 2/22/2022 and approved by the Building Inspector.. To expire on 1/14/2024. Fees: ACCESSORY $3,279.60 CO-ACCESSORY BUILDING $50.00 Total: $3,329.60 Building Inspector s" r 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) 765-95021M 4/yNvw,soutti l t(�wn!jy.gca Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspeeton..,,, Applications and forms must be filled out in their entirety. Incomplete � applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. J !L Date: TOV � n. k..� off~OL OWNER(S)OF PROPERTY: Name:PWG Wine Company, LLC PcTM# 1000-121-06-01 Project Address:35 Cox Neck Road, Mattituck, NY Phone#:631 298-1900 Email:russell@premiumwinegroup.com Mailing Address:35 Cox Neck Road, Mattituck NY 11952 CONTACT PERSON: Name: Russell Hearn Mailing Address:35 Cox Neck Road, Mattituck NY 11952 Phone#:631 298-1900 Email:russell@premiumwinegroup.com DESIGN PROFESSIONAL INFORMATION: Name:Samuels and Steelman Architects g 25235 Main Road, Cutcho ue, NY Mallin Address: ��` �' 77 " 9 ° , mss Phone#:631 734-6405 Email:nancy sam a l� nd ' eelmarii.com CONTRACTOR INFORMATION: Name:Craig Plansker, Radon Construction Corp. Mailing Address:1070 Middle Country Road, Suite 7-328, Selden, NY 11784 Phone#:631 585-0660 Email:craig@radonconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other ;1,500,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property:Wine Production Facility Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to LB this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Russell Hearn, Chief Operating Officier Application Submitted By(print name): ❑Authorized Agent 1ROwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 1'S day of � ',, r� _ ,ZD 2'7— I- Not14 C WHOM rmpffg— NOTARY PlfBUC.STATE OF NEWYORK Registration No.01TO64 477"9 Qualified in SuffolkCounty PRDRERTY OWNER AUTHORIZATION Commission Fx fires November 8 0 here the applicant is not the owner) J,_ ��5Se(j 1f2Cil-r\ residing at 5 C�c I�ec�f McJid ch 195. do hereby authorize to apply on my behalf to Town of Southold Building Department for approval as described herein. wrier's Signature Date �u1��l,1 �2a.TR Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rjf sour P.O.Box 1179 54375 State Route 25 , �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ,, Southold,NY JL Telephone:631 765-1938 www.southoldtownny.gov COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan Determination - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on April 8, 2021, Nancy Steelman, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 3, 2021, the Planning Board accepted the application as complete for review; and WHEREAS, on May 3, 2021 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 26, 2021, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Premium Wine Group Amended Page 2 Se tember 13 2021 WHEREAS, on June 3, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined the site plan required revisions in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 7, 2021, a Public Hearing was held and closed; and WHEREAS, on June 21, 2021, the Suffolk County Planning Commission (SCPC) stated the action is a matter for local determination; and WHEREAS, on June 21, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 21, 2021, the Architectural Review Committee reviewed the proposed project and recommended items addressed by the Planning Board; and WHEREAS, on June 23, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 24, 2021, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 12, 2021, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 26, 2021, Nancy Steelman, authorized agent, submitted approval from the Suffolk County Department of Health Services (SCDHS) for C-21-0119; and WHEREAS, at their Work Session, held on August 23, 2021, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met with exception of the submission of revised photometric information; and WHEREAS, on September 9, 2021, Nancy Steelman, authorized agent, submitted additional site plans and photometric information; and WHEREAS, on September 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Limited Business (LB) Zoning District; be it therefore resolved Premium Wine Group Amended Page 3 September 13 2021 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, on the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021, and authorizes the chairman to endorse the site plan after condition #1 listed below, is met. Conditions 1. Prior to endorsement of site plan, provide exterior lighting specifications in compliance with the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. Prior to the issuance of a Certificate of Occupancy, provide at least six (6) White Pines at 6' —7' in height and spaced 5' apart along the north/northwest property line where there is a void in plantings behind the proposed storage building. This shall be maintained in order to satisfy the transition buffer requirement. 3. Any existing exterior lighting on site that is proposed to remain and not compliant with all pertinent fixture specifications in Chapter 172 of the Town Code shall be removed, disabled or replaced. 4. This amended site plan is for the expansion of office area not open to the public and the construction of an accessory storage building to support existing on site operations; 5. The landscaped area in the rear of the parcel and along the north and northwest property lines shall be maintained at no less than 20' as a natural landscaped and/or vegetated buffer area as shown on the site plan, with no parking of vehicles or storage of materialspermitted as consistent with the transition buffer requirement in the Limited Business Zoning District. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Premium '1/1Pine Group Amended Page 4 September 13 2021 and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. especdially, a Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Qubsxell Weatrn , Applicant/Agent Signature: Date: )� L COMcheck Software Version 4.1.5.4 Mechanical Compliance certificate Project Information Energy Code: 2018 IECC Project Title: Premier Wine Group Location: Mattituck, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 35 Cox Neck Road Mattituck, NY 11952 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed High Performance HVAC, 1.0 credit Mechanical Systems List Quantity System Type&Description 1 RTU-1 (Single Zone): Heating:1 each-Other,Propane,Capacity=250 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Single Package DX Unit,Capacity=116 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.40 EER,Required Efficiency: 12.10 EER +13.9 IEER Fan System: Unspecified Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.4 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Paul Freeman, PE 0 F Ni j, Name-Title Signature r '" 10 tC Date t � t vkll Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\AII CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 1 of 10 Wine Group_Mech ComCHECK.cck InCOMcheck Software Version 4.1.5.4 Inspection Checklist Energy Code: 2018 IECC Requirements: 2.0% 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 Rec].ID .......... _..... . C103.2 Plans, specifications, and/or ❑Complies [PR2]1 'calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Additional Comments/Assumptions: 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium lmpct(Tier 2) __..._ _ .�� Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\AII CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 2 of 10 Wine Group_Mech ComCHECK.cck S.. .._ ....... .._ .. .. .w...._.. upection # Fastin /Foundation Inspection CampIreComments/Assumptions .p: L ........ _____ _... C403.12.2 Snow/ice melting system and freeze ❑Complies protection systems have sensors and ❑Does Not C403.12.3 j controls configured to limit service for Not Observable [FO9]3 pavement temperature and outdoor ❑ temperature.future connection to ❑Not Applicable controls. _.._.. w.................. _w,... ....... _w....... .. ....., .........._.. ..... Additional Comments/Assumptions: 1 Hagh Nmpact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 3 of 10 Wine Group_Mech ComCHECK.cck ................ ....... .. _.........� _ ............ _ _....... .....www.... ... ...... Plumbing Rough In Inspection CoComments/Assumptions .... Section .... ....�.,�...m. .___ ..... Y ......... ' ..��..........__.. ......�... .......__ ...... ......... # mplies C404.5, ,Heated water supply piping conforms ❑Complies C404.5.1, 'to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. Not Observable [PL6]3 ❑ ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not ;that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable .. ...... C... .......... ...... ......... 404.7 :Demand recirculation water systems ❑Complies [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the ,action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: Medium Impact(Tier 2] ow Impact(Tier 3]......... 1 High Impact(Tier lj 2 _. _ _......... Project Title: Premier Wine Group Report date: 01/24/22 Data filenameu X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 4 of 10 Wine Group_Mech ComCHECK.cck & # ID Mechanical Rough-in Inspection omplies? Comments/Assumptions C402.2.6 Thermally ineffective panel surfaces of DComplies [ME41]3 sensible heating panels have 0Does Not insulation >= R-3.5. FINot Observable E]Not Applicable C403.8.1 !HVAC fan systems at design ElComplies See the Mechanical Systems list for values. [ME65]3 'conditions do not exceed allowable ElDoes Not ifan system motor nameplate hp or fan;, "system bhp. QNot Observable �,E]Not Applicable C403.8.3 Fans have efficiency grade(FEG) >= ElComplies [ME117]2 67.The total efficiency of the fan at E]Does Not the design point of operation<= 15% E]Not Observable of maximum total efficiency of the fan, EINot Applicable C403.12.1 Systems that heat outside the building VComplies [ME71]2 envelope are radiant heat systems ElDoes Not controlled by an occupancy sensing I ��Not Observable 'device or timer switch. EINot Applicable C403.2.3 HVAC equipment efficiency verified, 1EIComplies See the Mechanical Systems list for values. E]Not Observable E]Not Applicable C403.5.5 i Fault detection and diagnostics ElComplies [ME113]2 ;!installed with air-cooled unitary DX E]DoZb INIUL units having economizers. FlNot Observable: ONot Applicable C403.2.2 Natural or mechanical ventilation is OComplies [ME59]1 provided in accordance with 13Does Not International Mechanical Code E]Not Observable Chapter 4. Mechanical ventilation has capability to reduce outdoor air supply E]Not Applicable to minimum per IMC Chapter 4. C403.7.1 Demand control ventilation provided DComplies [ME5911 for spaces >500 ft2 and >25 0Does Not people/1000 ft2 occupant density and T served by systems with air side 1[:]Not Observable �ONot Applicable economizer, auto modulating outside 1 air damper control,or design airflow C403.7.2 'Enclosed parking garage ventilation ;,E]Complies [ME11513 has automatic contarninant detection DDoes Not and capacity to stage or modulate I tans to 50%or less of design capacity. ONot Observable ONot Applicable C403.7.6 HVAC systems serving guestrooms in ElComplies [ME141]3 Group R-1 buildings with > 50. !,E]Does Not provided with controls that automatically manage temperature :E]Not Applicable setpoint and ventilation(see sections C403.7.4 Exhaust air energy recovery on ElComplies [ME571�- ::systems meeting Table C403.7.4(l) ElDoes Not EINot Observable :E]Not Applicable High Impact(Tier 1) [Low lmpact"�"Tiier Project Title Premier Wine Group Report date: 01/24/22 Data filename: x:\Al|CAD o,awings\YEAnaozzPRO]scTsssnMAnmo\ emiumvNnesmup'MatUt ck\pemi page sof zn Wine Gmup_MechcomcHscK.cck _. . Section ' # Mechanical Rough In Inspection Comp es" Comments/Assumptions .....Req.IDj C403.7.5 Kitchen exhaust systems comply with I❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ❑Not Observable exhaust rate criteria. ❑Not Applicable C403.11.1,HVAC ducts and plenums insulated in ❑Complies accordance with C403.11.1 and ❑Does Not C403.11.2 constructed in accordance with Not Observable [ME60]z C403.11.2,verification may need to ❑ occur during Foundation Inspection ❑Not Applicable C403.5..._. ....__ ......... ... _. Air economizers provided where ❑Complies C403.5.1, required, meet the requirements for InDoes Not C403.5.2 design capacity, control signal, [ME62]1 ventilation controls„ high-limit shut-off,;❑Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. _ ..,,..... ._ __._ ......... ..... C403.5.3. 'Air economizers automatically y _ _..., reduce ❑Complies 3 outdoor air intake to the design ❑Does Not [ME124]1 minimum outdoor air quantity when ❑Not Observable ;outdoor air intake will not reduce cooling energy usage,See Table ❑Not Applicable C403.5.3.3 for applicable device types and climate zones. C403.5.3. System capable of relieving excess ❑Complies 4 outdoor air during air economizer ❑Does Not [ME125]1 operation to prevent overpressurizing ❑Not Observable the building.The relief air outlet located to avoid recirculation into the ❑Not Applicable building C403.5.3„ Return, exhaust/retie... ........ . ., .... ........,, ...... .......... _........ .._..._ ......... .... ....... ....... _........... .._. ... .w.. f and outdoor air ❑Complies 5 :dampers used in economizers have []Does Not [ME126]1 motorized dampers that automatically shut when not in use and meet ❑Not Observable maximum leakage rates. Reference ❑Not Applicable section C403.7.7 for details. C403.4.1 Heatingfor vestibules and air ....,.ns W._... i curtains ❑Corrwplies 4 with integral heating Include ❑Does Not [ME63]2 'automatic controls that shut off the ❑Not Observable heating system when outdoor air temperatures >45F.Vestibule ❑Not Applicable heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint<= 60F and cooling setpoint>=80F„ C403.3.3 Hot gas bypass limited to: <=240 ❑Cor nplies (ME35]1 kBtu/h-50%>240 kBtu/h-25% ❑Does Not []Not Observable ❑Not Applicable C408.2.2. Air outlets ..... ....-- -.�....... . _.... _ .. _.. and zone terminal devices ❑Complies 1 �have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable Refrigeratddisplay .ispl y cases, .. .. m.. ples C403.5.1, freezers served by ❑Does Not C403.5.2 remote compressors and remote [ME123]3 condensers not located in a ❑Not Observable; condensing unit, have fan-powered Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. g .. p (Tier 1) Medwm Impact(Tier 2) 3�Low Impact(Tier...3) Hi h Im act... ........ . ........ ...... ... ....... .....w_.. ... Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 6 of 10 Wine Group_Mech ComCHECK.cck Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2�Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattltuck\Premi Page 7 of 10 Wine Group_Mech ComCHECK.cck Section # Final Ins} pection Complies? Comments/Assumptions ae9..!.® C303.3, Furnished O&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 acceptance. F18 3 C.. Not Observable [ ] II EJ-Not Applicable _M _. ......... ..... .......... C403.2.2 'HVAC systems and equipment ❑Complies [F127]3i.capacity does not exceed calculated ❑Does Not loads. ❑Not Observable; ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. []Does Not [FI47]3 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.4.1,...,Thermostatic controls ........ �.........._. ....._ s have a 5 °F ❑Complies 2 deadband. ❑Does Not [FI38]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. ❑Does Not [FI20]3 ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped ed with setback ❑Co q mplies 2 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable _...w. ,w.. ... .... ............ ...... ..... .............. ........................................... ........ ......... ........_................................... ... . C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat)and 85°F (cool); 7-day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10-hour ❑ 2.2 backup Not Observable [F140]3 ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable .._ .....m .. ........ .._........u............ _........._.._...._.... . .__...._.......... ............. _. ......... _,....,... ....... C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI31]1 []Not Observable ❑Not... Applicable C408.2.3. HVAC control l ...... .. .. systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, []Does Not [FI10]1 calibration and adjustment of controls. Location on plans/spec: M-4 ❑Not Observable j❑Not Applicable C408.2.3. .Economizers ...have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [F132]1 ,❑Not Observable ❑Not Applicable ---- ...... ng. ❑ mp eC408.2.4 Preliminarycommissioni9 report Co [FI29]1 completed and certified by registered ❑Does Not design professional or approved ❑ agency. ; Not Observable ❑Not Applicable w1 w High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 8 of 10 Wine Group_Mech ComCHECK.cck 5ecttion .... Final _......_..... . _..... lnspection Complies I Comments/Assumptions RC408.2.5. ,Furnished HVAC as-built ...drawings ...ry........M❑Complies.... _...... 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. ❑Not Observable ❑Not Applicable C408.2.5, building owner within 90odays ofo....... ❑Domplies....... __....... .... �i es Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1High Impact(Tier 1) Medium Impact(Tier 2) m3 W�Low Impact (Tier 3) .. , Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 9 of 10 Wine Group_Mech ComCHECK.cck Project Title: Premier Wine Group Report date: 01/24/22 Data filename: X:\All CAD Drawings\YEAR 2021 PROJECTS\ESTIMATING\Premium Wine Group-Mattituck\Premi Page 10 of 10 Wine Group_Mech ComCHECK.cck COMcheck Software Version 4.1.5.4 Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Premium Wine Storage Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 35 Cox Neck Rd Paul Freeman Mattituck, NY 11952 Freeman Engineering, PLLC 3555 Veterans Memorial Hwy Additional Efficiency Package(s) Suite Q Ronkonkoma, NY 11779 631-648-0577 freemaneng@optonline.net Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power,1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/f1:2 (B X C) 1-Warehouse 8076 0.43 3489 Total Allowed Watts= 3489 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-Warehouse LED 1:Nicor HBL3-110-UNV-40K:LED Panel 110W: 1 19 110 2090 Total Proposed Watts= 2090 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 COMchec%Version 4,1.5.4 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. OF NSA J^ Paul Freeman, PE �` tC/~"' Name-Title Signature Date r Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\Owner\Freeman Engineering Dropbox\Projects-1\Pyramid-13\21013011-Premium- Page 1 of 9 Wine\21013011-Premium-Wine-lighting-comcheck.cck b 4.1.5.4 Exterior Ught"Ing Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Premium Wine Storage Building Project Type: New Construction Exterior Lighting Zone 2(Neighborhood business district(LZ2)) Construction Site: Owner/Agent: Designer/Contractor: 35 Cox Neck Rd Paul Freeman Mattituck, NY 11952 Freeman Engineering, PLLC 3555 Veterans Memorial Hwy Suite Q Ronkonkoma, NY 11779 631-648-0577 freemaneng@optonline.net Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Loading dock 80 ft2 0.35 Yes 28 Pedestrian and vehicular entrances and exits 3 ft of door 14 Yes 42 Pedestrian and vehicular entrances and exits 3 ft of door 14 Yes 42 Pedestrian and vehicular entrances and exits 3 ft of door 14 Yes 42 Total Tradable Watts(a)= 154 Total Allowed Watts= 154 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. Loading dock(80 ft2):Tradable Wattage LED 1:B:Westgate WPX-80W MCTP:LED Other Fixture Unit 80W: 1 1 80 80 Pedestrian and vehicular entrances and exits(3 ft of door width):Tradable Wattage LED 2:A:Hubbell LNC2 Litepak:LED Other Fixture Unit 25W: 1 1 25 25 LED 3:A:Hubbell LNC2 Litepak:LED Other Fixture Unit 25W: 1 1 25 25 LED 4:A:Hubbell LNC2 Litepak:LED Other Fixture Unit 25W: 1 1 25 25 Total Tradable Proposed Watts= 155 Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\Owner\Freeman Engineering Dropbox\Projects-1\Pyramid-13\21013011-Premium- Page 2 of 9 Wine\21013011-Premium-Wine-lighting-comcheck.cck 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 4.1.5.4 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Paul Freeman PE Name-Title Signature Date Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\OwnerlFreeman Engineering Dropbox\Projects-1\Pyramid-13\21013011-Premium- Page 3 of 9 Wine\21013011-Premium-Wine-lighting-comcheck.cck COMcheck Software Version ., r r Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. . _.....__ ...._.--..._.. _n"Re ....... .._. ._ ..p. _....' ...� . ...... ._... .._..�...�mp ... section ........ro ..�. � Review Com lies. Comments/Assum tions Re ID w&. .#..a..� ....__ , Plan Rev ...........�. . � . .._..... C103.2 :Plans,specifications, and/or ❑Complies Requirement will be met. [PR4]1 :calculations provide all information ❑Does Not :with which compliance can be I ❑Not Observable Location on plans/spec:A-7,A-8 determined for the interior lighting 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, provide all .......w.._..w........_. ❑Does Not Requirement .................b .. et. _.... .... _........ .... Plans,specifications, and/or P...._--_._,.,. q ent will be met. [PR8] information ❑ with which compliance can be Location on plans/spec:A-7,A-8 determined for the exterior lighting 1,❑Not Observable and electrical systems and equipment I❑Nat 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. C406 .. .Plans,,,.specifications, and/or ❑Complies .... Requ. m n _ ......._.... ... ...... _......................_. ...,. irement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: �1 High Impact(Tier 1)µ„ 2Medium Impact(Tier 2....._ .,..3 Low Impact(Tier 3) Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\Owner\Freeman Engineering Dropbox\Projects-1\Pyramid-13\21013011-Premium- Page 4 of 9 Wine\21013011-Premium-W ine-lighting-comcheck.cck ^ Project Title Premium Wine Storage Building Report date: 01/14/22 , # 'Rough-in Electrical Inspection ComplieS7 ............. Comments/Assumptions C405.2.3, ',Daylight zones provided with ElComplies Exception: Requirement does not apply. C405.2.3. individual controls that control the PDoes Not 1 lights independent of general area �E]Not Observable C405.2.3. !!lighting. See code section C405.2.3 2 :Daylight-responsive controls for :,E]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 ;E]Complies 'Requirement will be met. [EL26]1 specific uses installed per approved ElDoes Not I lighting plans. :Location on plans/spec:A-7,A-8 :E]Not Observable: TINot Applicable C405.2.4 :Additional interior lighting power ElComplies :Requirement will be met. [EL27]1 :allowed for special functions per the ElDoes Not :approved lighting plans and is :Location on plans/spec:A-7,A-8 EINot Observable! automatically controlled and :E]Not Applicable C405.2.5 !Manual controls required by the ElComplies Requirement will be met. [EL28]nuil energy code are in a location with 0Does Not ready access to occupants and Location on plans/spec:A-7,A-8 :located where the controlled lights are E]Not Observable ;visible, or identify the area served and ONot Applicable ;the!r status. C405.2.6 :Automatic lighting controls for exterior OComplies :Requirement will be met. [EL30]nuil :lighting installed.Controls will be nDoes Not claylight controlled, set based on :business operation time-of-day or oNot Observable reduce connected lighting > 36%. nNot Applicable C405.3 Exit signs do not exceed 5 watts per ElComplies Requirement will be met. [EL611 face. !,[]Does Not Location on plans/spec:A-7,A-8 nNot Observable ONot Applicable C405.6 Low-voltage dry-type distribution nCompfies Requirement will be met. [EL26]2 electric transformers meet the ElDoes Not minimum efficiency requirements of E]Not Observable 'Table C405.6. E]Not Applicable C405.7 Electric motors meet the minimum OComplies Requirement will be met. [EL27]2 efficiency requirements of Tables E]Does Not C405,7(l)through C405.7(4). Efficiency verified through certification []Not Observable under an approved certification C]Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification C405.8.2, Escalators and moving walks comply ClComplies Exception: Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have OD,oes Not 1 ]2 lautomatic controls configured to E]Not Observable [EL28 'Teduce speed to the minimum permitted speed in accordance with 0Not Applicable !ASME A17.1/CSA B44 or applicable ,local code when not conveying C405.9 'Total voltage drop across the ncomplies Requirement will be met. [EL29]2 combination of feeders and branch ElDoes Not ]Not Applicable Additi »naUCmmmmments/Asaummptions: Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: c:\users\owner\FneemanEngineering b zV" ,am|u'z3\2zozaozz.pemiun- pane 6o e vvme\21013011'psm|um-m|ne'||ghung'comcheck.cck Impact(Tier 3) 1 High Impact(Tier 1) 2 e i� ................................ m Impact(Tier 2) Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\Owner\Freeman Engineering Dropbox\Projects-l\Pyramid-13\21013011-Premium- Page 7 of 9 Wine\21013011-Premium-Wine-lighting-comcheck.cck ' [—Sect # Final Inspection complies? Comments/Assumptions C303.3, Furnished O&M instructions for "ElComplies Requirement will be met. C408.2.5, 'systems and equipment to the FIDoes Not 2 building owner or designated �[FI17]3 representative. ;E]Not Observable: ,rhot Applicable C405.4.1 Interior installed lamp and fixture nComplies See the Interior Lighting fixture schedule for values. [FI1811 lighting power is consistent with what ElDoes Not is shown on the approved lighting 'E]Not Observable plans,demonstrating proposed watts are less than or equal to allowed 1EINot Applicable C405.5.1 Exterior lighting power is consistent OComplies See the Exterior Lighting fixture schedule for values. [FI1911 with what is shown on the approved ElDoes Not lightin,g-`pI a-'n"_s,_de m"o n st"""r-a t 1_ng ,, FlNot Observable proposed watts are less than or equal to allowed watts. E]Not Applicable C408.1.1 "Building operations and maintenance ElComplies Requirement will be met. [F157]1 documents will be provided to the E]Does Not :owner, Documents will cover E]Not Observable :manufacturers' information, specifications, programming procedures and means of illustrating 'to owner how building, equipment and systems are intended to be installed, maintained, and operated. C408.2.5Furnished as-built drawings for ElComplies Requirement will be met. I electric power systems within 90 days ElDoes Not of system acceptance. E]Not Observable EINot Applicable C408.3 Lighting systems have been tested to 11complies Requirement will be met. [F13311 ensure proper calibration, adjustment, 'ElDoes Not programming, and operation. t Location on plans/spec:A-7,A-8 ',E]Not Observable EINot Applicable AdditionaKCommmman%s/Assummptions: 1 (Tier Me ium Impact(Tier ow Impact(Tier 3) Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: c:\users\owner�FmemanEngineering u z\Py,amid'z3\2zozaozz'pnemium' page 8o e xxine\21013011'premium-Wine'|\gxting'oomchecxzck Project Title: Premium Wine Storage Building Report date: 01/14/22 Data filename: C:\Users\Owner\Freeman Engineering Dropbox\Projects-1\Pyramid-13\21013011-Premium- Page 9 of 9 Wine\21013011-Premium-Wine-lighting-comcheck.cck /r a/ro ///;l rii� / i'�r i//rrli'/,l� .%./i„/� '/,.//'��//,�/>✓/, ,�'!'�pA ��//��°,�� rl d�� / �1,. f �0 j r r d / r 0 / l/ «r r u,,,,/ai la e/ / / nw' tj '01 ,,, r � r//�✓ �/%/ � war + p W / 044 Om Ov Wf�,� a✓rr�r bs �`ud ,(I- raj/ ,r rr /�,/,// i�� , ,�,g ✓ '.; r ,,. '� .,, �� / / / oil/ /, //�/� Gi /. �d 'ice rPIAL d w i r� 'pBa rim9' ✓u> ri i/ //�of//�r /j/%'r/. //� ` X, y a 46 rq / 1 11ES workers' YC�W CERTIFICATE OF INSURANCE COVERAGE �w STATE, Cornpensation " 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 ................._.........................._...... �. RADON CONSTRUCTION CORP 1070 MIDDLE COUNTRYROAD SUITE 7-328 SELDEN,NY 11784 1 c.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) 112570142 2.Name and Address of Entity Requesting Proof of Coverage _ 3a.Name of Insurance Carrier _.ww._._ ._..w. ..... ......ww. (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL600956 Southold, NY 11971 3c.Policy effective period 01/01/2022 to12/31/2022 4. Policy provides the following benefits: n A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 3. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employer's employees: ...._� .-.�..... ........"_......................................ww n—a,-._ffi .......ww...........s..........._.:._.............en,.._....................................................._w_.v._..-_a__c..___.a...e_......... bo 'Under penalty ,of penury,I certify that I am an authonzed representative or licensed agent of the insuran e c m r refe ranked a ve and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above, DateSigned ...........,_2/11/202.2............................... _ By ............w.._.... __. _ .........__ ....w_.: _ ..".: .. . ...:......._M......._. m.._M_._.......w................-.....w._.... ..... (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 _wwwv 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. by the YS Workers'Compensation Board(only if Box 4B-,4....M.._.............._..._......www_.cher _ _w____.... WPART�2.�To be.completed____.�..............._�_...�___�_�._...._w� e N Cor 58 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.j DateSigned ..............................................w... ..__M.__......_.._...w_ _..... By .......................................ww w (Signature of Authorized NYS Workers.M_...�.._..�......��w�w...wwww....m.v.........w....�................................................... g r'zed 'Compensation Board Employee) Telephone Number _�.,.._.. Name and Title - ....._ __... .-.._� ..,. _..... ,...... Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance ... agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111,11 1111111 11111 MI 1111I DATE IMM/DDIYYYY) "�.r"'I'll CERTIFICATE OF LIABILITY INSURANCE 02/11/2022 lhl�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 CONTACT Diana Maddox 558gPortion RdranceAgency,Inc. lLdmaddox@get-msured.com MMM * wMVMvmm�631)m981 5448 PHO ._._._ _�_„--- _... ..................w Cot reave L.IAt a J..,.____�w.......wwwww__ww... ._..................w..ww..........._..---------__._-._.__.--------- --...._ ..._.-..... INSURER(S)AFFORDING COVERAGE NAIC# ...........,.,.. ......................._........._........................._....,..,,-.-..........._...............,...........................................______..,_ ..... _...........,.-.... Ronkonkoma NY 11779 iNsuRERA: SuaonSpecialty Insurance Company INSURED ... __ __.�......._............ _.. www_......................................._ _..INsuRER B: Ohio Security Ins Co _ _..www._www .ww_ww __...__ ..,.,...24082..._... w__. .___._....w.................... ...w............ _..... Radon Construction Corp INSURERC: Mt.Hawley .. 1070 Middle Country Road INsuRER D ....w___w_____.___........_M.M._M._._.......w_v..-_.www._w......_. www_w�...�_�._._w�..._.._._......._. Suite 7-328 -INSURER E . ..................._w.............ww_..... Selden NY 11784 INSURER F: COVERAGES CERTIFICATE NUMBER: 21-22 GL BA UM REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. .,...a_..._------TYPE OF INSURANCE A _.........._POLICY NUMBER.......... ..... MMIDDIYYYY N MM/DDIYYYY. . _................................. .,....--- ,...-,_w---.-_-_.-w_-w-www------------- LTR POLICEXP LIMITS ...�............._....� .IIaIIiI� ....w.w......................�w...�_........_......ww_w._„__.w.w._I._.....___._..... 1 .�............... Iw._........_.. .W�, ...._.w.w.........�..�.-....�..__..._._._... ” COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _..:w..._ "I YA FT I fv)EC1 .. ------- CLAIMS-MADE � OCCUR PREMISES a occurrence $ 300,000 ................................Lia� MEDEXP(Am/one person)._...... ?$...-....,0()0� Contractual Liability 10 A ISCO1000000003-00 10/31/2021 10/31/2022 PERSONAL SADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 JECT 71 LOC PRODUCTS COMP/OPAGG $ POLICY PRO- 2,000,000 OTHER $ i AUTOMOBILE LIABILITY ..............._._,,.wwww_..,�.�...�......,...,.,. $ 1..,.0.0,.,..,000 ,.,,,,,,,,,,.-..............,........., X ANY AUTO BODILYINJUP,Y(Per person) $ B OWNED - SCHEDULED BAS56972939 10/31/2021 10/31/2022 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED '... -IPR:OPERTY'DAMAGE w.._...... ._w ..... ...... , AUTOS ONLY AUTOS ONLY SPccs rbd�rrr4) $ ..._.....__ ..._�. �w._-.�n�..._.,......_......_............._�..,...-. ...... OCCUR.,. ,....www .._.,..,.._..__._................,.................._�..._....mm,._._,..w-wwwwww.w-....w_,.,_,,.. .»..........�,..,..EA URRWWNCE.M_._..��....��... .$......,,,._.-wF-.wwww-w-w-w-...w-.......... LLA uAB E 3,000,000 w _ AGGREGATE UMBRE C EXCESS LIAR 'CLAIMS-MADE MXL0434273 10/31/2021 10/31!2022 TE $ 3,000 000 ANDPER . RETENTIONS$ _.w -_. ..�w.............................. �.. .. _.,...._.... WORKERS COMPENSATION PERµ � OTH EMPLOYERS'LIABILITY Y/N STATUTE ERANY OFFICER/MEMBHR EXCLUDED?EC TIVE ... N/A E.L.DISEASECmEAEM...... ._ .$_................(Mandatory ................................................................ ,..„ If yes,describe under _ wwwwwwwwwwwwwww_.w_.... _................................ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ CORD 101,Additional Remarks Schedule,maybe attached if more w....wWw.,.-.�._.M...,M.M.__...w. ..w.-.w w-w-.wHwu.wvw~M--vw - w_.�. DESCRIPTION OF OPERATIONS/LOCATIONS[VEHICLES __-w-w-_www__w-...___.________., ,..M ...� pace i..required) Proof of Insurance 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. AUTHORIZED REPRESENTATIVE CI d ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACO RD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 112570142 COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD I.io RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RADON CONSTRUCTION CORP TOWN OF SOUTHOLD 1070 MIDDLE COUNTRY ROAD PROOF OF INSURANCE SUITE 7-328 SOUTHOLD NY 00001 SELDEN NY 11784 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12371024-7 407781 09/13/2021 TO 09/13/2022 2/11/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2371024-7, 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:/1WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SU NCE FUND DIRECTOR,I NSU RANCE FUND UNDERWRITING VAUDAT ION NlJl1%BE:R:466402883 U-26.3 SITE DATA *W6-t7 EXISTING 'VEGETATEZD E3UFFF-fi;Z SCTM # 1000-121-06-01 PROPERTY: 35 COX NECK ROAD AS FER i�OY,�LTON 5U51:;)1\/1510N ��` ADRESS MATTITUCK, NY 11952 OWNER: PREMIUM WINE GROUP, LLC 02 15" 10" W n / �O• ZONING: LB Ex Ex J\ SITE AREA: 155,204 SF = 3.563 ACRES • / N) / ALLOWABLE LOT COVERAGE 46 m /d) 0cin l��` �� 9' 20% OR 31,040 SF m 25 FT AGGE55ORY YARD 5ETBAGI� �` �• ALLOWABLE ACCESSORY BUILDING AREA \ , � O ALLOWABLE: 3% OF 155,204 SF Np �� ► ALLOWABLE BUILDING AREA:4656 SF O E IflST' \ EXISTING LAWN p- ,� `mak„ MAXIMUM HEIGHT 22' >- \ O 0-QN -10 ACCESSORY STORAGE BUILDING AREA: 4402 SF0 ui •� .K��r` PTOTAL PROPOSED BUILDING AREA: 4402 SF Z o G• 9 � O >,� �� ;�y n'r`� .�zK�•;�k�:% � �D Q TOTAL LOT COVERAGE: N ? .v� EXISTING. 20,5 J �` "• :` yX Y O 85 SF 7)007 F \ �...'• N �. ' PROPOSxN1ED 4.402 SF ii \��.,�' .., :,. ,. Y �� , TOTAL: 24,987 SF OR 16.09% D �x ]1 14-1 �, N LANDSCAPED AREA: 55 6/oLU ,: .<• i, <. O <. ' A� l �7� REQUIRED: 36% • �' .r SURVEYOR: YOUNG & YOUNG W �j► '•''� L� K-:' ` t " v TO �� lS� Q 400 OSTRANDER AVE . % �..:� Y Lr)'' ? ,rO \ �` `� C� RIVERHEAD, NY 11901 EXI5TING LP,WN �Cj% :�� r 631 727-2303 y _ ' ' N O / •,:• �.,: '�:� � �` ` �� LICENSE #45893 LL O - DATED: JULY 28 2020 AST. ' ' ` ^^ PEI UIUA I urm o L M A \�,� ,� �• Y: :fir, . Q) �' :t rI M — — — 153' w �\Gj ��/ res -- - -- - - - -- - - - - - - - - - - - - - - - - - - -- ---- - - -- w\,� Goy' y\ F 5 ;4'*: �:o" �o' 02 W C� EXIST. ty-g'C• Q � `. ::. ' wa, .,`�;. •, SIGN .4 1GPa'- %'" " V : :� '' ` � � '� F- C) .�,.Y \ \\ 15T. :r�. ,.., :.` ...'„'.. P o I d Sound v DE z :... ,: �,:. .>. .:. ur Ate d �,�• Go � :r � M . �; .: ,• 2 S G�' Ave Q EXIST VEOIDUO YU III II „\�..y. o N ;.i,`., :,' // ” < <� SITE 44 DE 1DUIU5 } Gj %�� 7C G -, LU _ _ _ _ _ _ _ _ _ _ _ _ _ \ •c��' ' �,� PARKING CALCULATIONS — g ,�•F j�� '0 \ � ; ' �� DIST. STORAGE BUILDING: 9906sf/1000 9.9 spaces CP. +��\�/ �� EXIST. OFFICE SPACE: 320 sf/100 3.2 spaces � J � p EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces o5 Z' \ \ F�\. EXIST. TASTING ROOM: 738 sf/150 4.92 s aces <- 32 M \GP► •C�N TOTAL EXISTING PARKING REQ D: s , 5 N� \ .�•(P ��\5p��r ��, � paces 'C• ,off J g• o l PROPOSED STORAGE BUILDING: 4402 sf/1000 4.40 spaces o ° 6, X30 8 \ �` FUTURE OFFICE AREA: 1860 sf/100 18.60 spaces W -�' w i W ' G� \N� P Cid. PROPOSED TOTAL REQUIRED: 23 spaces W• W p — \�•�, W a � � TOTAL PARKING REQUIRED: 57 spaces g w 3 1 W. N N G NG• ism O ,�•( '�� \ N�y� ` EXISTING PARKING: 24 spaces Q F- \0 \gt. \ \�,�• p.5'� \ NEW PARKING: 12 spaces U)-PARKING PROVIDED 36 SPACES 1` 5 \ �.�.• � LAND BANKED PARKING (REMAINING) 8 spaces • ° ° OF NEw y � �M��\ S��G �.ST F�� • • • 5p •� E0�� 6 .. 53 c,�. ''.''� '.. �' .� \ 'PROJECT 0! '•'S5 �/ 2004 h DRAWN BY: NS EX 15Ti NG TREES / 'a `: \ E D BY: \ , f : '' \ `. :' ;.; ... . :•' :\ CHECK \ :{.. ��: •• •}:• NS DATE: JUNE 20, 2022 \ 7�\5•�. .�, SCALE: �G\ '•'' GGA'• �.V�N P\\�\ 33 1" = 20'-0.1 SHEET TITLE. \ • AWN \ EXISTING LAWN \5'�• G• SITE PLAN 'P � oN ° EXIST. p 51 6N ILI P HL A SHEET NO.: \ • • �� JUL 1 ? 2022 SCALE: 1 " = 20'-0" T(Y,`,N OF SfI L = 127.60' 10D UILD11PERMIT ST REVISIONS SANITARY CALCULATIONS ` ALLOWABLE DENSITY , ` / TOTAL ACERAGE: 3.563 ACRES HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER 400.00 � ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD FC 02 13" 10" w _ � TOTAL SITE SEWAGE DESIGN FLOW: 1,065 GPD SANITARY DESIGN 46 cn ,,--�� SEWAGE DESIGN FLOW: EX I ST I N& WASTE - _ _ ;,,, ; ,�,c\5��y\. ,� ��\��-c�-\G ` __ EXISTING WINERY : \O� (��O �\�'�' + L 1 / ` 1. TASTING ROOM (5 GPD/OCCUPANT) m WATER SYSTEM __ ; __ �I ,/ N'i` - \p' p�` �C\g'C• 'C 5 GPD X 20 OCCUPANTS = 100 GPD \ ,��,N A,gP ,� 2. INDUSTRIAL (0.04 GPD/SF) �ag\' , 0.04 GPD X 17,720 SF = 708.8 GPD EXISTING SEWAGE FLOW 808.8 GPD 1 , •g�, O N'� J` ON PROPOSED ADDITIONS TO EXISTING WINERY \N� '`� Gp-3 1. INDUSTRIAL (0.04 GPD/SF) ui '` \Nb � ° \ .� 0.04 GPD X 6,262 SF = 250.48 GPD Z 6' \NC'J \-g\ ,� � / `� 9vl lv'�'� ADDITIONAL SEWAGE FLOW 250.48 GPD ? TOTAL SITE SEWAGE FLOW 1,059.28 GPD NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA \p� '0\r-` SANITARY SYSTEM REQUIREMENTS SEWAGE FLOW - 1,059 GPD EXISTING SANITARY SYSTEM / y 1.SEPTIC TANK ( ST ): 1,059 GPD x 2 DAYS FLOW= 2,118 GAL USE MINIMUM: 2,500 GAL SEPTIC TANK (EXISTING) uj 2.LEACHING POOLS ( LP ): 1,059 / 1.5 S.F./GPD = 706 S.F. , USE MINIMUM ( 2 - 10 FT. DIA. X 12 FT. HT.) = 754 S.F. (EXISTING) o 0 PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 12 FT HT um 6' 6' //% / A% w ��°• \per C ,, r b /// r� �l DRAINAGE CALCULATIONS (7 (� ,� ppN / - , NEW STORAGE BUILDING ROOF AREA 05�v N5 ' Sp�3 5�• G � d llll ; �� DRY WELL: AREA x RAINFALL x RUNOFF FACTOR OP GO �X\ N GO C,, `� /l 4702 SF x 2/12 FT. x 1.0 = 783 CU FT � pFt C� � p / ( ) USE (2) 10' DIAMETER X 7' HIGH POOL (2) 10'-0" X 7'-0" STORM DRAIN RING = 958 CU FT uj \7� NEW ASPHALT PAVING AT STORAGE BLDG EXISTING SEPTIC SYSTEM / Q \N6 GONG `�`'� DRY WELL: AREA x RAINFALL x RUNOFF FACTOR (1) 2,500 GAL SEPTIC TANK (5T) (EXISTING) �` \ '�XNG,? 6 � 2654 SF x (2/12 FT.) x 1.0 = 442 CU FT (2) to PT. DIA. X 12 ?, FT. HT. LEGHIN6 ' _ GO ` USE DIAMETER X 7' HIGH POOL POOL (LP) (EXISTING) `o 00 �� ,' '`,C` (1) 10'-0" x 7'-0" STORM DRAIN RING = 479 CU FT Q Q0. 7- Qp 1 1 (1) 10 FT DIA x 12 FT HT EXPANSION POOL \g til (EXP) ,- , ``, 'Z� '�Xr\G•p� �� 1 � � '� -%I` 9 \ ',`c° NEW RAMP AT LOADING DOCK 1`I=XP ,��P�, �` �� `° NO `.,_ \O, �\LLS `` DRY WELL: AREA x RAINFALL x RUNOFF FACTOR 978 SF x (2/12 FT.) x 1.0 = 163 CU FT �, __� \�'�'�� 0 �.�\ \N USE (1) 8' DIAMETER X 6' HIGH POOL w O � N '�-� 1 8 -0 X 6'-0" STORM DRAIN RING = 253 CU FT 1 `.LP r `` / � \�'�'�' � � ��\�� ,EX\5�• gN `� �; ``� NEW ASPHALT PAVING AT NEW PARKING AREA NV- / DRY WELL: AREA x RAINFALL x RUNOFF FACTOR 2058 SF x (2/12 FT.) x 1.0 = 343 CU FT 05 Z• / \ G �� USE: (2) 8 DIAMETER x 6 HIGH POOL �S�Oy (2) 8' X 6' STORM DRAIN RING = 507 CU. FT. Cn aCq f2 0 1 Le WJ• c~i � }5 LLF w n '��• ``' �.:..K';gip>', \ Q �• v BY MARK McDONALD TEST HOLE GEOSCIENCE +�\X`Gia. " NO SCALE SOUTHOLD, p\ r1G• NEW YORK 11971 r X; rn G G�� x\�.�,GO �2 �� TEST HOLE DATA of NE N \ NG '�� n -Ni; A W GpN U'' � \NP`�� MENS 4.0 FT. LOAM OL 5'�P�.� �..Q I r� v P PSE A � 1� � \\/ �' �\�\5'C• S � SAND O MEM D SWp r 0A 17 FT. k�/ \ \> N \ N� oG ,s 0��s '00/ COMMENTS: NO WATER ENCOUNTERED 53- PROJECT O: 2004 1 Ac DRAWN BY: NS ` I CHECKED BY: / , \2 �, \�y GANG• G i M� � NS , DATE: JUNE 20, 2022 \ \ SCALE: ��,�'( SHEET TITLE: i \ AWN / p0 UTILITIES SITE PLAN SHEET NO.: < U ]I-I L I w�� lt �l fft� RL A0% \ / SCALE: 1 " = 20'-0" BUILDING PER IT SET GENERAL STORMWATER POLLUTION PREVENTION NOTES , TOP OF EXISTING GRADE PERMANENT STORM WATER RUNOFF CONTROL MEASURES FINISHED GRADE CAST IRON FRAME AND COVER TO 4" &RADE (AS REQUIRED) SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 2 R ASPHALT PAYING Development activities for this project will consist of: BASE COURSE TRAFFIC BEARING SLAB 1. Installation of temporary erosion control measures (silt fence barriers) i\ } :•` '" �- 2. Demolition and removal of all exist asphalt at new building area / ``"x - 3. Excavation for a new building foundations - 4. Removal all excavated material from site \/\ 5. Construction of a new foundations /;, / ---- • / \% %\, UNDISTRUBE6"Q)B6RAI7� ® ® ® ® ® ® ® TEE 6. Construction of the new Storage Building \�\ �GbMPAGTED FILL /\\j\�j�\jam\ Q Z 51 E5 SEE SITEPLANS O 9 9 / ® ® ® ® ® ® ® 7. Installation of on site drainage structures (permanent storm water runoff control measures) - p < 3' min El - 8. Installation of underground piping from gutters and downspouts to the drainage structures z z ® CE ® ® ® M>w BACKFILL MATERIAL 0 0 LU 9. Filling and grading of soil above drainage structures CONCRETE CURB DETAIL 4 p ® ® ® ® TO BE GLEAN SAND 10. Construction of new walkways4 NO SCALE ♦ ® ® ® ® ® ANDGRAVEL Z 11. Construction of new parking areas including grading and surfacing ® ® ® ® ® ® ® 12. Installation of new landscaping plants, lawns - z_ 13. Removal of the temporary erosion control measures GROUND WATER PERMANENT STORM WATER M SITE DATA 2 ASPHALT WEARING COURSE RUNOFF CONTROL MEASUREAftaft UJ Site Area: 155,204 SF or 3.563 acres 2 1/2" ASPHALT BINDER GOUR5E Soil Classification: see test hole FINISHED GRADE GoMPAG n o BASE coURSE STORM DRAINAGE RING TYPICAL UJ Receiving Waters: Long Island Sound No scALE NOTE: 0 EXIST. PAVING OR %;,;%ii!'- %/.!' / DRAINAGE PIPING FOR ROOF Contractor: N/A LAWN AREA RUNOFF DOWNSPOUTS USE LL b PVC, (SCHEDULE 40 PIPING POLLUTION CONTROL MEASURES � � In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment /� `UND�TBEn, / \ �SUBGRADE bl�\� /\/ j \ `\COMPA6TED control measures including, but not limited to, the following shall be employed during construction: TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall LIFT AND A THE JOINTS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT EDGES. FENCE VV rlp_� remain undisturbed. i FILTER CLOTH � B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ASPHALT PAVING DETAIL FILTER CLOTH MIN. b" SURFACE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded 5 BELOW &RADE pD AINASE and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NO SCALE H accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 4" THK. CONG. SLAB TEMPORARY STORM WATER RUNOFF CONTROL MEASURE b•. soil Amendments REINFORCED w/bxb, 1. Lime to ph 6.0 6RADE ERff�10N & SEDIMNTCOENTROL DETAIL 2 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) _ NO S c. Seed Mixtures 1. Temporary seedlings a• ..•: . #4 REBAR AT a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) 12110/0. b. Certified "Aroostook" winter rye cereal rye) 100 lbs. per acre 2.5 lbs per 1,000 s ft. use winter a if seeding 4 #4 ROBAR Y ( Y ) @ p � P q• ) rye 9 in � 8 GONT1Nuous � Z• October/November. BUILT UP BERM 2. Permanent seedlings - See Landscaping plans N Q' D. The: length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 6 CONCRETE SIDEWALK & PAD DETAIL _J �• Y o � 10' MIN. w -J' W 4 cleared slopes. NO SCZ,ALE '� 0 °C E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. NOTE. = a Z� I. A CONCRETE WASH PIT w 44 Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until SHALL BE INSTALLED construction is complete. ON THE PROPERTY FOR U.I. N EXCESS CONCRETE AND ~ F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The TO GLEAN CONCRETE Q ~ construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be EQUIPMENT AND TOOLS. co co- removed or cleaned on a daily basis. 2. THE PIT SHOULD BE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be z SURROUNDED WITH A 24" H16H SOIL BERM. protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. 3. THE PIT TO BE LINED — WITH HAY BALES I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 4. PROVIDE A 24" x 24" OF WOOD 51614 LABELED NFIVY O TE p` clea HAY BALE "CONCREWASHOUT ned and flushed as necessary. 5' I�P L.sTF�c J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections PIT". must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance S. THE PIT SHOULD BEONO 75% 4a �Z measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of EMPTIED WHEN 'EA GAPAG I TY I5 REACHED sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. AND AFTER THE 0179 3A K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and EXCESS CONCRETE , CURES. toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as �' OJECT�/0: shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically PLAN 2004 clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DRAWN BY. NS The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 10' MIN. HAY BALE CHECKED BY: NS the Engineer/Architect for revision of the SWPPP where appropriate. BUILT UP BERM DATE: JUNE 20, 2022 CONSTRUCTION AND WASTE MATERIALS STORED ON SITE = z SCALE: N 2' 2`1 :1 EX. GRADE NTS Construction materials shall include concrete wood forms, buildinglumber and associated metal attachments, recast concrete __________________1 _______ __________________ p _ septic:/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SHEET TITLE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor SECTION SITE Waste: materials shall include demolition materials from the existing building structure, unused building materials and products, 3 CONCRETE WASH-OUT AREA DETAIL DETAILS trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily NO SCALE stored and dumpster shall be emptied weekly by a private carting company. SHEET NO.: RUILDING PF MIT SFT REVISIONS 2/26/22 I. R-\/ALUE5 2. RAMP SLOPE 5. ENTRYS - ANSI COMPLIANT q8'-6" 4. T�VEL V15TANGE -12 -6 26'-O v V I I I I O p 5� —6I I 13 —OI I 22 —6 3 —6 v OLL O � Q O NOTE: ALL ENTRANCES � < �— < 3611 H H METAL GU,4RD RASx IL O ON 8 H GONG. CURB TO I GG/AGNS I COMPL I AUNT 42" MIN. FROM GRADE EX I T� FACE OF GONG 47 x xW % 'x','`T;<vXY x ryy>'X..X.r;c", ,x./, v i, ` "rt'.'<v">, '• ", -yt .V N 8" ?BENCH DRAIN RAMP DOWN i 8' DIA X (6' D \ = V ld) NQ i DRYWELL - p ry 43 5.89 SLOPE - MANX. SLOPE 6.6'1% 0 O >- - - - - - - - - - - - - - A m 6" REINFORCED POURED i X Q m GONG. SLAB ON COMPACTED FILL DOCK �� \ L.OD 11�C7 W 6" GONG. SLAB ON - LEVELER AREA �p GRAVE- PITCH TO DRAIN 1/4"/FT woo 42" BELOW F I RST FL ,r w O FSLAB ACE OF GONG X. f.t\ ,l �Y.�1',`.,{"'%�`.�/`. ��.�`�'��x X;�?k�';, ;C` ^i �Y �>;; �% `X .hX� n" � ,l;y. _`> 'y', `• X F/EX � -' .0 Z p F I 1L m E T ING SHER I I LINE OF STEEL I I I Lu O I I G I RTS TYPICAL II II II r I I I I I I 3:N Q g (,) D O O 14 ABOVE - SEE BUTLER x() I I MANUF. DRAW I NG5 I I x a f- I I LINE OF STEEL FRAME K± x1-� I I I —�-I NE OF STEEL FRAME Q ABOVE SEE BUTLER O MANUF. DRAW I NG5 II � II II 5TOR:ACGE tr CONDITIONEP SPACE N HEATING 4 I OOLING I I ' U) NO : ALL ENTRANG 1 I INSUALTIG?NI VALUES 1 1 TO I0/ANS L I ANT I I GE I L I NG: I�T34.5 WALL5: 1730.86 x FLOOR: R�—p IILI I I '� Z , n 3'x-r' DR - FOR ION L INFORMATION -1" POURED NC. SLAB I I N a• Y o SEE S H E E - -6 & SI-S5 , 1 ON METAL ECK I NG J Foo I I I I I I W -i• � za I I I I = a z u I I DLJ• C.) w � II II IILa 0 nw• HOUR FIRE RATED d- 5 X _ I N5ULA OH DR EXIT LINE OF STAIR F-- I c(1 I II II YAT BASEMENT X PLATFORM 811 PONGBLK LIFT 3'X'1' DR T`1GAL) LD 9 I ''hI l0 I1 1I Tp I I ®F NEIV I 'o - - - -4 I I I I I I I 1 53 8° GONG. BILK I I I I LINE OF 5 PROJE y- NO: ON STL BM 1 1 I I GIRTS TYPICAL 2004 I II II II . _ ;. NS `Y!: Y.` ,n X x X^^i� r.. V,�'��J'} .} "� .< !Xx�`X X)'.X X Y,+k '�f�x r \,, } ,�� y� FACE z v FACE OF GONG •NS z '-10" i I' O" 41- O JUNE 20, 2022 � Z— Ale 13R@7" 12TH I I" LL 1/491 1/4" = 1' - 0" uj� O V SHEET TITLE: 1 2 3 FIRST A-6 -6 -6 FLOOR F I FL%j U r Lm ,mkm PLAN SCALE: 1/4" = V -011 NOTE: FOR ADDTIONAL INFORMATION SHEET NO: ° SEE FOUNDATION, FRAMING PLAN & DETAILS - SHEETS # S1 S5 ° SEE STEEL FRAMING PLANS AS PER BUTLER MANUFACTURING BUILDING PERMIT SET REVISIONS 2/26/22 1. UNCONDITIONED .4 SPACE 2-TRAVEL D I STANCES TO 72'-6" 26'—O" EXIT 5.6A5EMENT SIZE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - •.. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AIS I N& AREA I /\/\ RAMS /\/\�\/\/\/\/\/\ /\/\/ ABOVE L \\ \\ \\ \\ \\� (ABOVE) \\ \\ \\ \\ \\ \\ \\ \\ I \\ \\ \\ ( ) I :•' I W e LLED AND COMPACTED Z FILLED AND COMPACTED \/\/\/ I \�\/ GRANDULAR 501 L ' I �/�/�/�/�/� GRANDULAR SOIL \\ \\y\\ \\ \\ \\ \\ \\/� I\\ \\ A DEN5I1Y OF 015% i / / / / / / / / I :. TOADENSITYOF15% // // �'/ // // // // // Xy_ \\ \\ \\ \\ \\ \\ // I •N'," iii"' M w.. I .. ... r ... . Y _ ...::•., •.;..,.w. .... :..,:. w.r• "•t. r i :•'ti• Y-:. �i;...,i , ••t a .. .. r • r .. s• t t r7..• T . : . r . ..;..,. i. ...,•. r,. ,�! .l:::'r.:• .L:r., •r:�•. if.... r J• ! t•• •.: ri••t •'N •i• .r' •.i• !J' r b• •i t -•7 •f. t: • :,.i!- .f.:v, 'i:aJ ;. r1:E'i•r'.' I W FIS�USHEFIGSHEREX ING � � C '�='� I •• i � UNCOND 1 TI ONED SPACE I I O AGGREGATE AREA: 2QQ5 5FF— :f NEW b" THK P.G. SLAB W/ #5 REBAR @ b" OG EACH WAY (SET 2" OFF BOTToM OF SLAB) SET ON COMPACTED GRANULAR 501L USE 4000 �C\'C I I W P51 CONCRETE EPDXY FLOOR FIN 15H PROVIDE G� Co ",: MOM SAW GUT JO I NTS ® 20' EACH WAY > ► I U ` I FOR ADDITIONAL INFORMATI N 5TL BEAM 4 COLUMNS • i N ' SEE SHEET A-5 A-6 & S1 -S5 (SEE 5TRUC RAL DRAWING5) J z- XN i i "PEEP r d- IOXIOXI6D c, UJ X -' CONCRETE FTG 'F: ' /// // // _ = Z W (SEE STRUCTURAL DRAW I NGS) .`' ' �� \\ \\ I w• M • ti /\/\/\/ I W• Ln 0 N S % `': - - - - PIT IF T REINFORCED POURED - G 05ET I I I I I I I _ GONG. 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I. d- 5 418 - - b- _ W -3 H • • : O .•j,,'f• ,I I I 16 I I I I I I I I I I I I L I NG = ' AT' TOP •OF -J5T5: I. . -3 I I I I I d- W z •ii . _�. •.• i M.. .• ♦•f♦ ♦♦♦•♦ ♦♦♦ •. i'. •�• •'•JJ�•^ t •.A ••i Ja I_ I— NOTE: FOR ADDTIONAL INFORMATION �'-2" " Q O 4 —4 8 � ® SEE FOUNDATION, FRAMING PLAN 15R®7" 12T@11 " CEILING PLAN & DETAILS - SHEETS # 51 - S 211-211 5 SCALE: 3/8" = 1'-0" ® SEE STEEL FRAMING PLANS AS PER BUTLER MANUFACTURING BASEMENT PLAN 2 a VERIFY ALL DIMENSION WITH LIFT SCALE: 3/8" = 1'-0" A-6 A-6 MANUFACTURE PRIOR TO CONST. : I` 4 ® NOTE: VERIFY ALL DIMENSION WITH �7' �� 'rF �: '• ... LIFT MANUFACTURE PRIOR TO POURING `' �•'� ' '' - A-6 - c/� INSUL TED MT a �f'-8" 8" FOOTINGS SER I F 2 I m PANEL ON 5TL <•. W • W Z W x 1=i� ME STfi�UGT. n n `,�• r�':''' . w. * W u. S X 16 GONGRETE }} •: . _ • 4'_I 16.. 16�� I �� ix v.f.• •f E53 — Q N (7 M W• N = M MA50NR)e UNIT 1NALL :r '°°: :t:• ^ XT AT SHAFT STAIR ice' m I N5ULAT D I HOUR FIRE a ~' 1NLL5 I, •,• } F,�GE OF FTG v, . RATE OH DOOR 1' : =''�I"� ,^....' ?�J:••�. .• 1�i ..'--•�.i., av•v j 'y:Ai:'y:'.•: ` t .�f. \ •fir f. 1 , r .j.••: !„•,f {.. 1. � .1•: •S.�•,.•..•.. •_. l•r•.�•7• •*4 ni..t - :.}Y. "1 � : ..M•' •� :.r• �y t i••. •�•a ".•• .•S .. •.,[�:{l - N { 3 .�' •' w: •. .r• .+ ��4'• �� • ...� b•• � tel/ EXIT , '`•f:�.: ET GUI E RAIL t a. a X"1 LAND I G LIE PLATFORM 4 yr: �•,::Ir: I.: .. ::. , a /� - IHR ”. :.,�.'. i• •�:" s �' ` °j• :. •� -G•; L G TIO A-6 PN -- - - --- ,- •. °•` �� ':I•'i' ^ '�r:: Cn LI IT ©17?53- �: - - - - - - 'i•=:.. i.l.:. ��: .:•::: � �•••� �::: .:�.�••. '•��•� �.ONG. ETG �•��.. 15 8 - •,:� I PROJEG� No. : O �: ': SEE 5TRUGT. S-3 �: :: :, �.. x O 2004 • • • y 5 _t.. S_ ff �': _I DRAWN BY: 3 � m �•" CONO SLS :r.. Ns ^ft :: ;; 'r f': •1:':,.. — CHECKED BY: LINE OF GONG. NS • ` '.. = :' .: : .: ....ri •r'•. _ •1e,.:J.•:1,. ✓LOG ABOVE Y E .•'pp> ••.::~•. :;.•' ,, '•. •".•. .,. ;r:�•:. LINE OF GONG. JUNE 20 2022 MTL 5TUD NALL !N/ = I I ''°t � �°''I I I = :�•�?•: � 6" GONG S A� f= EDN WALL SCALE: 318 = 1 -o TL P N 1511 I N I G r• :t ,:.,.:: �' �. 2 LYES /8" TYPE ��X�� I I I I I I I I I ..I.:.; ' l'''::` '� �•• •�:� MTL 5TU 1N�LL YV� ••.f.: SHEET TITLE: GYP 5D �(I HOUR) AT 15T � LAN 2 LATER 5/8" GYP It ' i ra STAIR/LIFT FLOOR A50VE EDN WALL I I I I I I I I I I I f ; 5D EA 51 E :' � � = ;�:;` • FLOOR ,•:4••'.. f..y�'f:.:J 1: •:•• r. t 4•:'�..A�.• t• ,9 1�•.�v ,:;•i' I•� L^ •.y .'Y• }r: •.: 1�� TO UNDER51 DE OF GE I L I NG . : :' _ _ ,..:• _ .. '..1.•� —'_!'—.,•y,,,. 'ar.r�•�-;. �-:..�i.i^��.yJ`�..�ire •r_;; �',..�.7�. ..---r4-;�sr�r...s _.s is•..•. e.....�s+n;• •::; �..�., ,:t,:,fy •,•�• "A' ♦ .. - •-. ,. •., ..,• ^. •.•a 'r •• .: i:'• .v '! �...t l•. •t• •�Y•S• Si .t:l: ti' •r' r:. ;r.•'•. •9. f ri� AN . . . . . .. . . ... . .. .« .« . . . . ♦ . . .♦ « . . . . . .. . ... a •��• . . ♦ ♦ e ♦ e ♦ ♦ ♦ ♦ . ♦ ♦ ♦ ♦ .♦. .. « . ♦ .. .« «. ♦ . .♦ . . . . ♦ . . .♦ 1 .. 1... :. .S :t i. �f. .T'•. �J�-":1--•••' .-r^ �•—R T. �Tom.f•`—• y..�••• 15R(P ' 12T@11 "Ir SHEET NO: mm FIRST FLOOR PLAN- F 0UI� UATIO /FOOTING PLAN- 7 SCALE: 1/4" - 1 -0 SCALE: 3/8" = 1'-0" BUILDING PERMIT SES" is •.s` j4 STEEL FRAME BUILDING - ___ _ ��= -_ STEEL FRAME BUILDING - -_ A5 PER SUTLER MANUF. = w,__ AS PER BUTLER MANUF. a SW la L I GHT WE I GHT 5TL J5T @ 161100– LIFT 3/4" GEMENT. BD 3/4" GEMENT BOA MOTOR a SW 18 L I GHT WE I GHT R-30 SPRAY FOA 5TL J5T @ 16" OG INSULATED PANELS AT -30 SPRAY FOAM I N5UL ROOF AND WALLS - SEE INSUL BUTLER MANUF. DRAWINCGS 0 2 LAYER.. " - - - - - - - - a"XI6" GONG. BLK STORA67E >- 5/a - STORAGE �_2 LAYERS Sia" TYPE "X" GYP BD I Q_i AT PERM(TER EXT. v 2 LAYERS 5/8" TYPE "X" GYP $D WALLS 4 C:LG AT - I INSULATED MTI TYPE "X" GYP BD 14 W F I RST FL.- I OVERHEAD DR ON MTL STUDS Z -r- - lux 1 _,- w VERIFY 51 ZE 3'X7' 5TL DOOR MTL STUDS AT 16" OG �r. I/2" DIA 5.5 VERIFY SIZE OF 5TUD5 ? I CJ' HAFT zw I � �' 2 HR GONG SLAB ON ANDRA I L 7 GONG SLAB ON O I MTL DECKING MTI DECKING 1 I L DIS ..I - - - — / / f I - \ \ \ \ \ I f I \ \ \ \ \ \ m LANDING f •'`w�r \ •- / STL BEAM // r/ // // K..: LANDING S , �- I ;;:. TL BEAM =" \ \ \ \ \ /\/\/\/\/\ - W r // // // // R-31 SPRAY FOAM \ \ \ \ \ '�: / / / / +, R 30 SPRAY FOAM \\ \\ \\ \\ \\ ;,: I LINE OF STAIR I INSULATION 15 MINUTE 'i \\\\\\\\\\\\\\\/ \\\\\\\\\\\\\\ \ \ BEYOND I W/ ///// r/ // // // // // // INSULATION W/15 MINUTE \\\\\\\\\\\\/\\\ >`;•: FIRE PROTECTION :;:.� \\\\\\ \\ \\ \\ \\\ \\ \\ \\ \\ �l:� FIRE PROTECTION �::. \\//\\ \\ \\ 'j•t. / / / / / / / / ' / / / / \\/\\/\\/�/\\ :�• , � I a GONG• BLK I 1 `�:"'Y• \\/\\/\\/\\/\\ \\/\\/\\/\\/\\ :;:y�•. �40NC. FILLED �' ::wy \/\/\ (TYP I GAL) + \//\//\//\ t :':. MTL PAN STAIR 14 G NG. BLK = M1; *+ \\/\\/\\/\\/\\ 0 GONG. FILLED I DASEMENT v o / // // // // /r // // •{:.: 2 LAYERS 5/8 l X \/\/\/\/\ co - - - - I MTL PAN STA I R t . \\/\\/\\/\\/ \\/\\/\\/ TYPE X GYP BD BASEMENT \/\\/\\/\\/ NE 6 THK P.G. SLAB W/ #3 O in ,,.��. \//\//\// // /\/j\/j\/j\ \/\/\ /\ . _ RE AR @ 6" OC, EACH WAY (SET - ' LAYERS 5/8" i d .;�. Y, NFORGED POURED \/\/\/\ : 2 FF BOTTOM OF SLAB) SET : y�: \\ \\ \\ \\ \\/\\/\\ ,.. CLOSET : W - - - - - I TYPE "X" GYP BIS -t,:.,: \/\/\/ NGRETB FDN WALLS \/\/\/\ ,;:,•:. \ \ \ \ ' - - - ON COMPACTED GRANULAR 501L ; =+. // // / // // // X7 STL DOOR �' \////\//\/ U5 4000 PSI CONCRETE :;'=� \\\\\\\\\ OTI NGS - \\\\\\\\\\\ �`: HR r \\/\\/\\/\\ :•< E STRUCTURAL = / / / Q I I . \//\//\// OUNDATION PLAN DETAI \//\//\ INFORGE \\/\\/\\/\\ 4 GONG. SLAB OR ADDITIONAL INFO \\/\\/\\\ ' CONC. SLAB •y':..• XIN / / ,.•.....-.•.'.:.. / / / / / // // / // // // // // // // // // // / // / / / / / ••;•;.;-. •do- '. // // / // / ..,..,,,•;,,•...,r.,, // / // // // / / / / / / / / / / / / / / / / / / / / / / / .:.,•. •:.:.'<�.- / / / STAIrm"LIFT SECT'IOI /LIF SECTIO NOTE: FOR ADDTIONAL INFORMATION SCALE. 1/4"=l'-O" SCALE. 1/4 -1 -o ® SEE FOUNDATION, FRAMING PLAN & DETAILS - SHEETS # S1 - S5 ® SEE STEEL FRAMING PLANS AS PER Drs z• BUTLER MANUFACTURING v::.... Lo ® DETAIL VERIFY ALL DIMENSION & S _ WITH LIFT MANUF. PRIOR TO0 ° n 5' E CONSTRUCTION W Z 3 L FRAME BUILDING >r '� W ``� = Q z u .� W• = C A5 PER BUTLER MANUF. , _ - �� Q N ° Ln 0 =LIF b SW 15 L I GHT WE I GHT a ~• U MOTOR STL JST ® 16" OG (1) vi INSULATED PANELS AT 1/2" GEMENT BOA TOP OF LIFT MOTOR ROOF AND WALLS - SEE R=30 SPRAY FOAM LIFT MOTOR TOP OF GONG. BLK I NSUL STORAGE BUTLER MANUF. DRAWINGS v - 2 LAYERS 5/8" TYPE "X" GYP BD I I t --- _ PERMITER EXT. I I P��oNE�'wAT r - - WALLS 4 GLG AT I I STORAC7 � O � FACE OF - _I FIRST FL. I i - IL 1 i GONG. BLK - - - -- O = 7" POURED GONG. SLAB - - i WALL _ —1 W ON METAL DECKING MTI STUDS AT I6" OG / I I W - --- -31 SPRAY FOAM VERIFY 51 ZE OF STUDS I I } o' INSULATION W/15 MINUTE GONG. FILLED z cis R s� FIRE PROTECTION �D I _ MTL PAN STA I R I I F I R5T FL SLAB P ROJ Er, —NO—: - - - - - - - 2004 - 77 \ \ \ \ \ :,.:. 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SLAB f;:= \\ \\ \\ CONCRETE FDN WALLS /,�//\//\ \\�\/�\/r FOOTI NGS - SEE STRUGT. / \/ijij ::�:}; - - - - - - - - - SHEET NO: I LIFT PIT I FOUNDATION PLAN t DETAILS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :: ,x;,,r..;r,. \ \ FOR ADDITIONAL INFO /// / : :f':;=.._�:;:;, / ;/ /�,, ;.,;x. •• _ . \ I .. .. : _..��;:; / / / :�..:.;�. {. \/\T\\/, 8 x I6 GONG- \ \/\ v....•,.. . , :{ :. \/\/\/\/\/\/\/\/\/\/ \ /\/\/\/\/\/\/\/\/\/\/\/\/\ '::.:.r..:,.. r> /\/\ /\\ \\ \ ;:s'....,�,.,:;:, \ \ \ RE I NF FTG �j3 STAIRILIFT SECTIO. STAI S CTIOICSCALE1/4"= l'-O" SCALE: 1/4"=1'-0" BUILDING P SET REVISIONS 2/26/22 I. 5MOKE $ GO DETECTORS O .< MERGENGY = L_O�cD�I-�6 LI HTING -TYP � Rl� ' DOhl1�l �° A—REA 0 xQ D z v m �� O W GM O /. x r r X �Y X• - ^r > smo GM F DE GTOR t/) +"k .�Vy � �I IVT �� J•. .� X � .,'� \'Y V�Y, II II II EMERGENCY I I LIGHTING -TYP. I I Y I I I I I I a () I i I I II II II 1— II II II a II it II EM RGENCY U6 G TING -TYP. STO�i�CG� � EMERGENCY I I I I otf z LIGHTING -TYP. 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UNCONDITIONED 5PJ4GE 2.TRAVEL D I STANCES TO EXIT 5.13A5EMENT 51 ZE F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i 77-77-:777 \ . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ �� '� ' - - - - - - - - - - - - - O � •� . /\\\//\\\///\\\//\\\//\\\/�' //\\//\/\//\//\ AD I N G AREARAMF (ABOVE)(ABOVE) I >- z / / / / / / / / / / / / // //i \\ \\ \\ •a ,T• l !l y• `�i�• 't. r i� •i' -wf•"."' .'i�� .� ;:ti;• ,Y.::: 't:..•. :v:. ,tom., %i•• .S' s. •t tJ . 4;s• YL. .s �t. i�-• •a'� 1: .'�•. ':3.:: .tip= ,: '•... - , 'r' •'t' a' R' 'U�• .i� :1 J'� .l. 'Vit. ,.� •. EMERGENCY = : LIGHTING -TYP. . I O 4'r'c Di6%SEMENT STORAGE. ®— �— EMERGENCY S LIGHTING -TYP. 5MOKE 4 GM 5MOKE s d�*HTI NG -TYP. DETECTOR DETECTOR ; f:=i'` ;.mac;: L • 06 z Lo cn LU Z U Up r. . EMERGENCY LIGHTING -TYP. \ \ \ \ �`�� G CSS T I I I I � F'�{•'' \/\ \ \ I �� dv y � •'��Y' / / / � OF ST O .•.'Y•� •.f•,-:,::ii 5 1••`d •y a•Yt ••' \.L L L\/\\ \ .. 4 a• .•7 - 3` f t.:. i i L`•� �Y:.. -l. •a. r �is' •1' (� .i• •r t, f:• jj . ,i:: L - - — — — — — — — — — — -- acs 01 5 1-414 PROJEC�'NO: 2004 R 6 : NS CTIECKED BY: NS June 20, 2022 N T Em L E(60' T FRI A L P LA H 1/4" = l' - 0" 0 t-m M F. two SCALE: 114" = 1' .0" SHEET TITLE: BASEMENT ELECTRIC PLAN SHEET NO: BUILDING PERMIT SET 0000 >- w w w w m ► 1 2 3 4 5 W 0 BL LONG ISLAND PRECAST BL , BL CONCRETE TRENCH DRAIN OR #5 REBAR DOWELS @ 12" O.C. EQUAL w/ IRON GRATE - H-20 24" LONG- 6" INTO FOUNDATION 7 a u~.- TRAFFIC BEARING RATED WALL, GROUT SOLID S- z 72'-611 _ 26' IOp u- co �—D-1/D-4/S-5 N I I LL + ~ --------- -------------- --------------------- ------ --------- ------- - --- ------ ---------- --�----- ----------- z a w ------------------------------ -� -- —� — — — --r , p J BL - � w J I I— --------------------------------------�-------------- -� �- -- - �.' ------ I o U I I I I I I i L OU J--- L_ I Oa I 6" CONCRETE SLAB W/ ; I 1 J o w w p Z 5 #3 REBAR @ 6" O/C EACH WAY i ______ I I 1 w > J z O I S- ON COMPACTED BACKFILL i 6 r IT: I 1 I 2 > 2 S-2 I I I 6" CONCRETE SLAB W/ I I m of SLOPES DOWN 8'0 x 6' D #3 I I #3 REBAR @ 6" O/C I I 6�� - I I I EACH WAY ON I 10 - 1 DRY WELL , I I 1 I III ii II I II I I N N #5 REBAR DOWELS @ 12" O.C. COMPACTED BACKFILL N N NS rN 0) r__ co Q- i 411 LONG- 6" INTO FOUNDATION N004 N L_------J IWALL, GROUT SOLID DOCK LEVELER PIT OQ 7 0 CN • I I I I�-------J D-5/SF D-2--F D-2—� � �J I BL ----- -------------------------- ---- -------------------------------- ---- ----- ---------- ----------------- - L- -- ----- - ------ 7777-' -----.. •T •'1,• '! B ff''w •z i I I I i wi-------------- -- -- --- ------ -- ---- i/mi,� __---- ----- ----D-2C/S-5-- I J L__ J L -_j I _ I I I r BEAM POCKET TYP., L J N I I LI Icn I BEAM POCKET TYP., SEE DETAIL 10, S-3 I I L c� SEE DETAIL 11, S 3 J I I I I I y ' 3 I I I I (n S- I I I I THICKENED SLAB rrnn �_ ,1 r- _ i� ; I I I I SEE DETAIL 17, S-3 v, "� Z 2 I t z 8.. I S I I I I 0 C6 16" CONCRETE SLAB W/ I n z I I 1 I 6 p ( 1 I #3 REBAR @ 6" O/C 1 I H I I EACH WAY ON I I N O U I I COMPACTED BACKFILL W O Q I p 10'x10'x1'-6" P.C. FOOTING W/ I I N cn � 00 E I ' :• I � � I I I I U #5 REBAR @12" O.C. EACH I I I I Li. O co z WAY, SET 4" FROM BOTTOM I I I I Lo V 2 I I OU ----- I 1 -------� r------- ------- r------ — --I r------- F I I STL. COLUMN 1 I I I ABOVE, TYP. I I I I I I I •.J I I I I ( 10 I ' J I `;: L_ BEAM POCKET TYP., I J SEE DETAIL 12, S-3 I I I I I I I I I I I _ _ I I I _ CONSTRUCTION JOINT - TYP. I I I I _ _ _ _ _ _ C - I Of N D-3/S-5—� I —J _ - I I I I I I I I r 1a _ I I I I I - I I �--D-3B -5 ' " ' s� I 1 CO S-3 �t I I I I I I BEAM POCKET TYP., N I I 1 I I 1 SEE DETAIL 12, S-3 Cmd LINTEL HDR I I I I I I I — ------- I I I I I I o �- ------� L------- -------- L---------------- F_ r----- ------- ; --� �,------- --- i' I------, 6, � II1 _ LIF PIT,"/ . It I - I I I � �I � - � I �15 0 I I I o I S-3 n� 8 I I ' I 11-211 I I z I I 11 1 _4 I d- 6" CONCRETE SLAB W/ I I 1 0 I FJf I S-3 I I LIFT GUIDE RAIL BY OTHERS , O 1 1 I I [] I I I VERIFY SIZE AND LOCATION #3 REBAR @ 6 O/C EACH WAY -' I J - L �_ �� I I w/ MANUFACTURER ON UNDISTURBED SOIL I O I I 2' I 2' � I ,I 8 , 1 'I 1 1 4 I I I � . i n I I S n I � n IE i n I n � I I I n 1 -2 15 -2 9 -8 1 4 -4 I 3 I I I 1 6 z 2' •�. I I 'L.': _�_ ...___ ._. ...________.__ _ Ja 1 8.. I I � � ; Z S_ I I I .�.. ----- 1 --- 1 11-411 IF F ( 0 I I I i 41� 0 J I I V D-2C/S-5—� I C:> I `- d- I `- d. I I I -,- I I r -r , I I co 4 r — , CL 0 I I I I I n W } I I I I I I I I I I � 8 I Z IL_ --------- ------ -------- ;I•" -- ------ - --- ----- ----- -- --j ':i,1:• -- ------------------- ------ ---� L-- ---------------J L--------- I I +A U •a ..• • .. • . N ...• .. •• . .. ti I L ----- --------- ------ ------- ---- ---- --------- --- ------- ---- ---- ----------------------- --------- --- D _ _ _ - - - - - ---------------------------- -------s - D-2B/S-5 a L N J CV D-2/S-5 � � - N j00 D-2/S-5 L � �—D-2/S-5 SUNKEN 4" SLAB z AT LIFT PIT j S- S- 25' �' 24' 23'_6" 26' W FOUNDATION PLAN 0 981-611 SCALE: 4" =1'-0" LL LL C. CONCRETE AND REINFORCING STEEL 4. ALL CONCRETE SHALL HAVE: 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS 3. CONCRETE&REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. 1. DESIGN, MATERIALS& METHODS OF CONSTRUCTION SHALL COMPLY WITH THE STANDARDS-LATEST EDITION. A. AIR ENTRAINMENT (5-7% RETENTION) 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM DRAWN BY: DJU BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE B. WATERPROOFING ADMIXTURE XYPEX Admix C-500(DOSAGE RATE 2-3%) POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON OF 24 HOURS BETWEEN ADJACENT POURS. AMERICAN CONCRETE INSTITUTE-LATEST EDITION. ULTIMATE DESIGN A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. (WHERE SPECIFIED) GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIR STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 DAYS, B.CONCRETE AGGREGATES AS PER ASTM C33, 3/4"MAX.SIZE. 13. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS DATE: 06.28.21 EXCEPT CONCRETE SLAB,WHICH SHALL BE 4000PS1. C.WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS, 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT., AT LEAST 4 FT. FROM ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. UNDISTURBED VIRGIN SOIL OR COMPACTED GRANULAR FILL HAVING A LAPPED PER ACI 318, CLASS"C", WITH 40 DIAMETERS MINIMUM,BENT ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL SCALE: AS NOTED 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+ DEG. F. IF D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. FT. AROUND CORNERS W/12" HOOKS. FOR FRAMED SLABS, LAP TOP BARS AT OPENING HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS, EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP SHEET FREEZING FOR A PERIOD OF 14 DAYS. MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM TO 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET DRAWINGS. C.R.S.I.STANDARDS. BOLTS, INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES. SPLICES OF BARS AT OPPOSITE FACES. A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH INSULATED E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. A185-84. 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. F.WATERPROOFING AS PER ACI 515.1 R-79. AND WALL PENETRATIONS SHALL BE CUT BACK AND GRDUTED SO AS TO TO BE USED. INCREASE AS REQUIRED FOR DRAINAGE PITCH. B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT PRECLUDE ANY CORROSION. AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. OF 5 SHEETS o m 2 - #6 REBAR HAIRPIN 72" INTO SLAB PRE ENGINEERED 'ice 1 PRE ENGINEERED I BUILDING AS PER BUTLER '' 7" P.C. SLAB w/ METAL DECK 7" P.C. SLAB w/ METAL DECK #4 REBAR @ 12" O/C 7" P.C. SLAB w/ METAL DECK " ;; PRE ENGINEERED 7" P.C. SLAB w/ it " METAL DECK it I BUILDING BEYOND MANUFACTURING 18" EACH LEG ii i' I ++ ; 6 x 6 W2.9 x W2.9 WWM II BUILDING BEYOND ii I6x6W2.9xW2.9WWM 6x6W2.9xW2.9WWM it ill 6 x 6 W2.9 x W2.9 WWMit H #4 REBAR @ 12" O/C I „ 6" CONCRETE SLAB it 1 #4 REBAR @ 12 O/C I 2 - #5 REBAR CONTINUOUS #4 REBAR @ 12 O/C #4 REBAR @ 12 O/C 1 ' 18" EACH LEG 1 - WALL REINFORCING w/#3 REBAR @ 6" O/C; it it �� I #4 REBAR @ 12" O/C 11 —� ;� ', #5 REBAR @ 12" O/C r°N I #5 REB R @ 12" O/ EACH WAY _ #5 REBAR @ 12" O/C ------ Y----------- ---1 t'_----- --1 W 1. GRADE ELEV. VARIES H GRADE ELEV. VARIES o \ A \ _ GRADE ELEV. 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TYP. �/ Q U ' ' / / / ,/ / 11 Iv • / \ \ \ \ c / '/\ 2, _—� / \,'\ / \\ /�\/; ./\\/.` ./\\;� \/ 13,_4„ \ \ \ . \\ \ ' \ \ \' '\/ \ \�\ 'Y \/ \ \ ` \ \` \// \/ / \`' \ \ a \\ \\`4 \/ , \ . G / ' / / // \ ///, , ,%' //'' // I 0 ,/ // /\/ -,/ �, / / / ,<� / \\/ / / % / / /\' / / \/ \ '� j\I\ /\ \/\ \/\ '\% / / /'. /i / /�` l ,fir `// �/� �/. \\ \` \`/ � SET FOOTING ON , ,; ,� ;'�% /\/ j \/ �\/ \:�/�/ . ' ,��`/ .' ../ SET FOOTING ON �\:� �../\\/ ;/\\/ \\/ �' \\/ \ \�/ `�` \/ SET FOOTING ON %\\\/\/\\/ \%/\ i",./\/ /\ �/\ 1�1 \/ \/ _J �" //"; /� \, //' / / / /' / / /, ,/ / / / / / / / / / / . / \ /i . / /%. / / /, \/ ' /' / // % // ,.% // SET FOOTING ON �\// / / UNDISTURBED SOIL / \ /' . . \ / /\�� \/ /\, /\,,\\, /' /\ \� / /�. / / ./ \ /' \/ \ `\ \ \ \ , . \ \ \ \ \ UNDISTURBED SOIL \ \ \ \ \. \ / `\ \ \/ \ \ , \ \\ \ \\\ / \/ \\/ \ , i \ • ' /�\/ /,,\ ,.� \, \ \ \\\. '• \\ / ;"\\ \ \\ ` \\ * \ \\ '\. UNDISTURBED SOIL ,\\ ' \ \- \;,\ \ \\ \� \ UNDISTURBED SOIL i , \\� \ \ , / ,,, ,/X/"��//\\\��/\,��/\�,//, ,,, "\ ' /\\ \/\ /\\\ \�,, ��>/\�/\/ , >/\\\��/ \ ,/ \ \ />\,///\\ /,\>///�/�, \�/\ /,�,- \ " V/;" \, \\/�,/,��\//�// ,�K\ 1 / FOUNDATION WALL SECTION ('2'� FOUNDATION WALL SECTION ('3'� FOUNDATION WALL SECTION ('4"'� FOUNDATION WALL SECTION �� % ��_ SCALE: 3/4" = 1'-0" S_ SCALE: 3/4" = V-0" S_ SCALE: 3/4" = V-0" S_ SCALE: 3/4" = V-0" Ak . ,,,, .r. /L.f 0, 7r t� �c ` �—FESS1010- DOCK LEVELER CURB ANGLE 6" CONCRETE SLAB w/ DOCK LEVELER CURB ANGLE #3 REBAR 6" O/C W/ RESTRAINT MOUNTING BY MANUFACTURE EMBEDDED EACH WAY PLATE BY MANUFACTURE IN THE CONCRETE _ U^ 1, EMBEDDED IN THE CONCRETE ii vJ 8" CONCRETE SLAB w/ ° ° " x-10 GRADE ELEV. @ 6" O/C EACH WA 2- # 4 REBAR d ° : a it H ill o- LONG ISLAND PRECAST #3 REBAR d 6 CONCRETE SLAB PRE ENGINEERED °° ° VARIES 1,_71„ v ,//� /`\/% / \' 'V �� it ii O a / \ / \ / \ CONCRETE TRENCH DRAIN OR 7 3 2 a \,/\\�c�;/\\/\/\\/\ w/#3 REBAR @ 6 O/C t BUILDING BEYOND \ \ \ -\ it ii /i\ \/, \ \\// \ \// EQUAL w/ IRON GRATE - H-20 �� ,/ '//��/ //�//�\,/\//\j EACH WAY i; I O #5 REBAR @12" O.C. ' TRAFFIC BEARING RATED 2- # 4 REBAR 2 PITCH �\\� \,�\\�, \ \\\/\\ _ L / #5 REBAR \// // r-----------------\ c) 6" CONCRETE SLAB w/ VARIES a EACH WAY ,,\\ . d. .• ° ' / , rn / / \; / / \ 6 CONCRETE SLAB w/ d \\ CONTINUOUS \;\\�\\ GRADE ELEV. VARIES V #3 REBAR @ 6 O/C d ° // // \ / / ° d ° 4 . / / , ,, \/ EACH WAY \.\/ �\\ \\ #3 REBAR @ s o/c ;. e d \/..; , \1 ` ,/\\/�\/\\,\\ /\ /'° :/. '/ /// %///. /// W �' (� / COMPACTED EACH WAY d ;//;/ .//;/ /\/ �/ �/ �/ / / / \% \ \\ \\cv \�\/' ,/\�''� # z / o ° \ \ \ v \ / \. \ \ ,� / // // \ \ . ,//� //. //\//� COMPACTED \ \�/� \\ X �\ \ \ 5 REBAR CONTINUOUS ° %` \I SLOPING DOWN ° 2 - #5 REBAR \` \. \\ \` \�, \\ ° \\ \ GRANULAR FILL \ // x ' // /' // / ' // / / / Z Y �/ GRANULAR FILL \ '\ \ \ \ /\ \ \ / /`' / r/`\ / ',�\ / /\// /�//, //•. — U 8° d ° ��\ '/ \ �/` \// " ° \� CONTINUOUS j\/ //,/ //,/{ // /�, a / // '/ '/ '/ i/'/ \\'%\\\i\\%\\\\ \\\�`\`4. a d �\` COMPACTED \\ Z Al „� / /\\` , \ . \ . 10 \\\ \\ \\ \ \ COMPACTED \ „ . \/\X..\/\ \/\ ..`1.� / / / \ 3: \ \ \/\� /\/ \/ / \ ° '\\/ /\\/ \\/\ �\ COMPACTED �' '/ ' °.. O ," 3 CLR. TYP. //.�//\�//, ° °. :-,ti v4 \ / �/ GRANULAR FILL \ / ,\ e ./ // \/� / / \ / \\/\ / /` GRANULAR \FILL / ° \ d :F; ' d /\ �\ �\ \ \ \ \\ \/ \/\/ 11/\/\./�\� /\ ;/ GRANULAR FILL , \� \ d \./i , \`/�\ /�\ / -- //,. /. 36" SP ICE % '/` . //' '/`�/` //'\//' \ \ / =:4 /� „ / //,`\/• `// `'/ /� a / / „ /.// \ \\ \� \,<\ #5\\\'\ .,\ a \ \` #5 REBAR @12 O.C. \\ \ / / \/ /' / /\ \ \ \ \ \ \ \ //� j , , , i DAMP PROOF %j\ j / \ ;,,A °d : #5 REBAR 12 O.C. j \/ \/..\j /. \ #5 REBAR 12 O.C. ; \ \ \ /' / , �\ \\ _� @ \ \ \\ \ \ i' EACH WAY \ // //\�/\//..�/\//�./r\/' /�\EACH WAY / C \ \\ \/ \ \\, \ _ / ° ALL SURFACE / /. //\ //. r ;. :r;' / EA H WAY \//\//,/� // // /\ / , ,\\ \\ \ .. \ \ �\ \\ \ COMPACTED ° \ \ \ \ \\ / 1. \ ` / \`\ COMPACTED \`\ :r : :_: \ \` \\ \ \� \� \ \ \\ d. \ \\�. \\� \\/ \/ \\/ \ \;/ //\'�/ //\ /�// /\//\ \// \/ / / / / cc / '/, BELOW GRADE / / \ \/ �":t�:.'4, \/ \ \/\� \/\/ \% \% /\/\\, "\/ / \/ \,i /\/ \/ \� \\/\/\/ \./\'\ /\/ \ , // �/ G \GRANULAR FILL 36" MIN."/ \. \,, `.. \,�\ ./,. GRANULAR FILL //\ \ \/ ' \\/ \� / ./. / / / \\// '/\// / // // /\ \\ \\ \\ \ " \\ \� v .a. \ �,\ ,\\ , \\ / \ \/ �. , ' d d / i `/ '�% ; / ` / \j'` \ ' \\i\ /,�i\` \` \` \.\ \\ \� \\ `\\, \,`\\/\ \\j \\ \\ %//\//. //\ ;/�\/ /,,\\/,, 3 CLR. TYP*/ ; // z \ d /° '�` \�: \: \\\ \\\ �.\ / \ /\\ \ 3 CLR. TYP. \ \\/\\�/\ /, /\/. /. /�/� .° \ \ •,, •.� \/\ \ /\ / /\ \: \/ \/ \� j 3 CLR. TYP./ / \ �\ \ \ \ / / / / / / / \/ \` �/ \/ \/\\%" \/ 36 SPLICE ; /\/ \/ \\/' �/ \/\\\/ \ 36 SPLICE // P PI��bF\.// ./ , �i ./ - ° ° / 11 -// ;'\% 36" SPLICE \ \\ DAMP PROOF .\ \ . \\\ \\, \ \ // / // // , \// d // A F:FAC',�/t \//; �/ , O / / / / / / ` \/ / DAMP PROOF ALL \\/\/ \/\ /\ /\\ / \ \ /\// / / ;:;— //' / ` . , \�/ i\/�\ /` ,� /'\ '\ \ \ \ ALL SURFACE / \/ \� / / / �\ �. . \/\ SURFACE BELOW GRADE ' \� \ \\ \�\ \ EL �f/\GRA \\ LL I 11 „ \ \, \\ 36 MIN.\ /\. /\ \ �\ /\ �\ \\��\�\\/\ /�// // / �/\ . ° / /, / \/ / / 1 -8 //\ // . // `// /\// , ' ° . �/ BELOW GRADE `�� `/ \ \/ \/ ` \� \ ' �� \y \, :` \ . \/\,. . ./\ /\ e . \, ; " /.\ /.\ \ /// IZZ yx "/ , , , , /> , / /� \,''" /% /\\ /\\ ;�>, 4 \ \\j \ \ \\ d \\,\ \� ,�� \� ,\� \ �. . , \\ \ \\ \\ // // ,. . '/j\ <� /�'; DRAWN BY: DJU / / 3 REB / / / -3 -#5 REBAR / / / \ \ \>\ , \ \ ,. \ ` , , \ 4 \\/\ \ '\ j\\ �\ \ \ \\ . \ \\ \\ //\ /j /j, /j ,\ , / / / //\, %/,, /i: j\ DATE: 06.28.21 ,2, / \ r. . /,./r ./i,./ice / / / ,/ / \ \ \ \ \ \ \ \ \ \\ \\'. \ 5 FOUNDATION WALL SECTION /�j` /\ , /\ \\/� �j/ ,/�//\,/ /j . 2 ' / / / \ / / \ "\\>/\\,\ .\\/ \ \\/ /\\j\j\\j\./\\/ SET FOOTING ON \' \ \ `\ \ \ ` \` \ \ \ SET FOOTING ON \\ \ \ \ \\�\' \/\' \/\ \ \ %-/ SCALE: AS NOTED SCALE: 3/4" = 1'-0" \/ \/ \/ /\/ /\/ %\/ ',% % '\ \/\\ i\\/\� \%\\ \\\\ \\/\\ \\/ \ \\/\ \/\//\/ //\ \\//\ `\�/\/ \//\/ /�q__v ,\�/\ \\�/\ .\.�/� \//�/ //\// ,//' // UNDISTURBED SOIL // , / /. / // // / / / \ \\ \\/ \ \\/ . \ \. "\\ \\/ /\\x'`"; UNDISTURBED SOIL \\ \ \ \ \`\\ \` \ \\ \. \\\, `, \. \\ \ \ \�\` \\\\�/\\\\\�`\ \`�\\� \\ \\�\\\\\ \\\\\�\ //IN/ // \// \\// ' \\�/ �!\�/ /�'//\// /\'//;'�' SHEET K"6 FOUNDATION WALL SECTION r7__"'� FOUNDATION WALL SECTION S_ SCALE: 3/4" = 1'-0" ��_ SCALE: 3/4" = 1'-0" ❑ OF 5 SHEETS 8" CMU WALL w/ 000 >- Lu w w w m DURAWALL REINFORCING # 5 REBAR @ 16" O/CIN ALTERNATE LAYERS 36" SPLICE - GROUT SOLID 1 7" P.C. SLAB w/ METAL DECK 6 x 6 W2.9 x W2.9 WWM 7" P.C. SLAB w/ METAL DECK # 5 REBAR ,@ 16" O/C 7" P.C. SLAB w/ - METAL DECK ° a ° ° d WELDED TO STEEL ° a . a ° a . . ° GIRDER 7" P.C. SLAB w/ 3" COMPOSITE METAL DECK / ° _ ° _ a ° d : ° a d 64 ------'-=-----=------ 6 x 6 W2.9 x W2.9 WWM #4 REBAR @12" O.C. ----- ----- = W14x82 ° Q' °. W14x82 ~ M rN 101, n r STEEL GIRDS 3112" 3 #4 REBAR @ 12" O/Ci E N EO ° D I ° v °' t0 Q D D D D D 06 #5 REBAR @ 12" OIC p p . ° °. 9 D D. ___-- ---__ —M ° N LA co w 3rr n n n n V_ o ° . D o 10' - - Orr x 5" x 20" STL BEARING R ° n U C7 Z 4 x 5 x 20 STL BEARING R I-- I— °® D FULL WIDTH OF BLOCK OUT. .a 3112' 2"3' FULL WIDTH OF BLOCK OUT. a . 2' W W W Z O a (n (/) � 2 - #5 REBAR IN GROUT SOLID ONCE STEEL IS SET. a W14x82 GROUT SOLID ONCE STEEL IS SET. v ` ° ° o o j > 0 o w w El LINTEL BLOCK r=1N - 2 - Y4" Q1 A 193 GR B7 THREADED 2 - %4" O A 193 GR B7 THREADED ¢ Q m c) ~ #5 REBAR @12" O.C. ROD w/ HIGH STRENGTH ACRYLIC ROD w/ HIGH STRENGTH ACRYLIC LIFT SHAFT 8" CMU WALL w/ PLAN VIEW ADHESIVE - 6" EMBED SECTION PLAN VIEW ADHESIVE - 6" EMBED DURAWALL REINFORCINGSECTION N N IN ALTERNATE LAYERS rq_"� METAL DECKING-SLAB N N N N of ti ro of w NOr- O H �_3SCALE: 2" _ �'-o° BEAM POCKET � � r � ° rj_o's� BEAM POCKET S-3 SCALE: 3/4" = 1'-0" S-3 SCALE: 3/4" = 1'-0" N o W W O > # 5 REBAR @ 16" O/C rr 36 SPLICE - GROUT SOLID U- V � CD 2- # 4'REBAR FILL w/2" NON-SHRINK GROUT 6 CONCRETE SLAB 7" P.C. SLAB w/ METAL DECK AFTER COLUMN IS IN PLACE CI) a) _ w/ #3 REBAR @ 6" O/C z Y EACH WAY 311, - ° ° ° . ° 1 1 COLUMN BASE PLATE �- 4 CONCRETE SLAB 2 M W24x192 . . 0 1 1 W 11 < .6-0 Z w/ #3 REBAR @ 6 O/C v w _ EACH WAY rr ° d ° ° ° q • SIN CO FOUNDATION LINE '. 8"Cmu Q >, / y #5 REBAR @ 16"O/C PLUS 2 REBAR °I ° LL W EACH SIDE OF WINDOWS/DOOR — v UNDISTURBED ° I i M d I 'I I ® ~ D / / n. 30"SPLICE-GROUT CELLS SOLID '�/� O ° I I W24x192 D D I I D ° 11 . D J / W v, Oj % SOIL �- Q I _ ~ ° ') I. I I o d ° r=1N N ° °' R W . ° . . D I I I I a ° D �A Y, �1/ !� 2-#5 REBAR 1 r_4rr ' , / q d ci d ° ° ° D• D I I '� D D �j .X L.J_ O r, _ ' d' ° a r–' 11 d ( I Q Q 2-LINTEL BLOCKS HEADER Q U $ LIFT SHAFT $rr rr 1011 c'' 3rr rr rr D m m D Q -GROUT SOLID „ _ ad° 4 x 5 x 24 STL BEARING R a °� I I D I I °LE�r6ELgNG NUT w/ o: SCALE: 3/4 - 1 -0 v ° 1 I D D S-3 FULL WIDTH OF BLOCK OUT. W D D I I P� 'STANDARD 2 "PAST AR-ExTEND ° ( I 24"PAST OPNG GROUT SOLID ONCE STEEL IS SET. a ° 2' D o o D° 1 D I. I D HARDEN�D WASHER —� 2 - %4" 0 A 193 GR B7 THREADED ° ° (n °. p D D PLAN VIEW ROD w/ HIGH STRENGTH ACRYLIC SECTION D o ADHESIVE - 6 EMBED >" 2 - #5 REBAR IN t� of '4 tr iv E:l LINTEL BLOCK rl3 TYPICAL COLUMN ANCHOR BOLT DETAIL rl4 CMU LINTEL HEADER DETAIL U-1 S-3 S-3 SCALE: 111=1'-011 ' o M 12 BEAM POCKET SCALE: 2" = 1'-0" w SCALE: 3/4" = 1'-0" �- S-3 �y{ # 5 REBAR @ 16" O/C n 36 SPLICE - GROUT SOLID ° 8" CMU WALL w/ CONC. FILLED META DURAWALL REINFORCING PAN STAIR LANDING IN ALTERNATE LAYERS BY OTHERS ; #5 REBAR @ 16" O.C. CONT. FULL HGT. OF WALL - GROUT SOLID a ` #3 REBAR @ 6"O/C THICKENED SLAB EACH WAY Q O STAIR STRINGS ,•`' , , � ' 4 ° N° V V BY OTHERS 2 - #5 REBAR IN �� 4' �� / W / KJ >; >_ LINTEL BLOCK OVERLAP DURAWALL //� //� //� zONTI VQ S /�// W "-- REINFORCING AT CORNER \ \\ \\ \ \� �� \\ Z W N //\//\//\//\//\//\//\//\//\// Z U CLOSET > LIFT SHAFT D 16 MASONRY WALL CORNER DETAIL 17 SECTION @ THICKENED SLAB �j �- W S_3 SCALE:3/4"=V-0" O w S-3 SCALE: 3/4" = 1'-0" 8" CMU WALL w/ DURAWALL REINFORCING Q IN ALTERNATE LAYERS # 5 REBAR @ 16" O/C W z 36" SPLICE - GROUT SOLID 2- # 4 REBAR O 6" CONCRETE SLAB LL w/#3 REBAR @ 6" OIC EACH WAY-- AC 4" CONCRETE SLAB w/ #3 REBAR @ 6" O/C DRAWN BY: DJU EACH WAY DATE: 06.28.21 d � SCALE: AS NOTED UNDISTURBED j a ° 8„ N SOIL %/,, ° SHEET 2-#5 REBAR 15 LIFT SHAFT OoQ3 S-3 SCALE: 3/4" = 1'-0" OF 5 SHEETS 000 }. w w w m 1 2 3 4 5 LL I I a U) LL 46 26' I a � w Z) w co U H A - - - - , W W mZa' 0 z 0 U) D (q 7 > � J > ' w w co S-2 N N N I t tt CV � p ' DOCK LEVELER PIT I -3 O O PRE ENGINEERED BUILDING STEEL BASE PLATES BY BUTLER MANUFACTURING I i I I q S' ^ ' •.. • •. .. • •. .... ". ....' M "f ', IIx°. t B �t t •l S.i tr } U U) 3 I � E � � NI NI NI N NI NI NI N NI NI 1 CVI NI c: cu z 00 00 CO 1 00 CO 1 00 00 1 00 CD C0 N CO x x x x x X x x x x 00x p d d d' '�t Nt �t d d �t ct X d i (o ca '+' I I I I I I ce 7" CON RETE SLAB W/ METAL DECKING I I " I I p _ 0 3 SPANS CONTINU US MIN. N W 5 t 0- � obE 00 in _ t Q U I I I I I I I I I • I 1 J I ' W 24 x 131 - 2 S N CONTINUOU W 24 x 131 - 2 S N CCNTINUOU (n I � •iii/i '�` � •'�� i �� "I• 00 00 14 X I X S-3 3 I i 4x4x8 HSS10x10x2 HSS 10x10x HSS10x10x2 W14x38 STL. COL ICM L" HDR STL COL. I I STL COL. 1 I I STL COL. 1 1 r rr _ L I ^3 \ CMU LINTE �, S_ \ AHR LIFT PIT \ Q 8 / �� / i - 7" CON RETE SLAB W/ M TAL DECKING I S3 3 SPANS CONTINU US MIN. - LIFT GUIDE RAILCN BY OTHERS �( �C I C z \ I a \,__w _____` I 000 ) � oNo I oNo I allo 1 co00 oNo 1 allo I I " �1 J qt CL �/ \\ j \ OPEN TCS/ABOVE x ,r; , Y ... . ...,.... . U 17' 6' 6' 6' 6' 6' 6' 6' 6' 5'-6" 6'-8" 6'-8" 11 '-8" 6" a 0 t � � O 2 16 � � 9$'-6" F-- W 2 4 tL S- S-J\ S- � 7" CONCRETE SLAB W/ METAL DECKING: 7" CONCRETE SLAB WITH #5 REBAR @ 12" O.C. LONGITUDINAL, #4 REBAR @ 12" O.C. TRANSVERSAL W/ 3" COMPOSITE METAL DECK -20 GAGE- G60 GALVANIZED FINISH. PROVIDE 4" DIA. PUDDLE WELDS AT 12" O.C. AT ALL STEEL SUPPORTS. DRAWN BY: DJU PROVIDE EPDXY PAINT SYSTEM ON THE BOTTOM OF METAL DECK PRIOR DATE: 06.28.21 OFIRST LEVEL FRAMING TO INSTALLATION SCALE: AS NOTED SCALE: 4" =1'-0" FIRST FLOOR FRAMING LOADS SHEET LL: 6.6 KIPS/4'x4' AREA= 410 PSF DL: 7" CONC.SLAB WITH METAL DECK= 70 PSF d OF 5 SHEETS #4 REBAR STIRRUPS LINE OF CONT. REBAR 2 - #6 REBAR HAIRPIN w w m @ 12" O.C. DOUBLE AT TOP 72" INTO SLAB 3-4" 0 x 18" LONG - 12" EMBED BL rL ('LSET 2 2" FROM T.O. SLAB BLI (L* GL ANCHOR BOLTS - LAYOUT AS F , —r i gPER BUTLER MANUFACTURING ! ! _� 6" LEDGE FOR STEEL BEAM I I 8 #5 REBAR BL ! BLI SIMM 10off ovi " 10" 6" LEDGE FOR STEEL BEAM I • 4 ° ed - � i °. • 4 — .die- __ - .a a ° L--p^-Q-----s� --a--�8-- a---- ° 4° gd1741° 4 ur e , • °,) � .. .• d' •!—Q, - i • - - 12 - #5 REBAR I �µ�___ �—__i _� �___T _ _--- °, •T ° p p V I dj°f .'°. .I J— <. �d< d' �- 44 REBAR STIRRUPS < r, a'. 4 @ 12" O.C. DOUBLE AT TOP °m° w ° ° d 314A11 CLR. TYP. '^ a e 4 ° d I 4. A , I'a d I' ° • v a' p..a O eq. °I. ,• . ,.° .'a O S • I ... 0 F- :.. ld 4 A Z 11e 111 e i I • I qad. . e • I - . I G 2 q . Q 2 2 .4 °.4 ° v i 4i p.v ° ® •• O • I ' •.. . °•. d e ®°. •I, y4 , r w ° ° ° :'d d° ° • D4 . • i 4 •D1 I I e',. a I w y, L I_ ° _.r...w«._...__. � Z a _ _ a, 4 . n e ° °. ° .,4 v ° I ,. - i 04: ' ANCHOR BOLTS - SEE °I°.' i a I •.. •. �' - d I q .d , a .. a • 4 ___ d • a. =1=.. .e v V_) p c� i ° d q q _'r_�a�_a 's- 7j7:I _— a�__A74-:L \� ANCHOR BOLT PLAN °.:°�..' I 00 .d d • j ° • d° 00 A. s. 0 . •4 , ® ° w m w FOR LOCATIONS BL_ : ' ,' 4. a �. BL -T- -�-=a- e i� -- -�-- i-- 11 11 11 U 1 11 1/ -S --6"mak-4"I2'-8" I�-7 - -6 -4 —2'-8" �` 111 111 `'� 4" O x 18" LONG - 12" EMBED 22 122 I N 2 - #6 REBAR HAIRPIN ANCHOR BOLTS - LAYOUT AS i N N 11 PER BUTLER MANUFACTURING 4. LINE OF CONT. REBAR N o ~ 11I 72 INTO SLAB A BOLT P B NLTS SEE ANCHOR 4. 2 � � Q SET :2 2 FROM T.O. SLAB A FOR LOCATIONS A ANCHOR BOLT PLAN CONCRETE PLAN ANCHOR BOLT PLAN CONCRETE PLAN U) SCALE: 1"= 1'-0" D- 1 /D-4 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" D-2 _ " W SCALE: 1 – 1 0 CORNER SIDE WALLS Q #4 REBAR STIRRUPS 4" O x 18" LONG - 12" EMBED #4 REBAR STIRRUPS L CD 4" 0 x 18" LONG - 12" @ 12" O.C. DOUBLE AT TOP BL � ANCHOR BOLTS - LAYOUT AS BL @ 12" O.C. DOUBLE AT TOP � BL IBL Q N �' � EMBED ANCHOR BOLTS - BL I PER BUTLER MANUFACTURING I 4' 311 „ " 1' 7" _71`_T 711 CI) N _ 4. BL r - �- 4 O x 18 LONG - 12 EMBED '� _� LAYOUT AS PER BUTLER 11 I - I BL gL�I j ANCHOR BOLTS - LAYOUT a ,q . • f I #4 REBAR STIRRUPS MANUFACTURING e —--— AS PER BUTLER I r @ 11 Q --. Z i 1 12 O.C. � D2°° , _= ____--- -��- __ ' I .I DOUBLE AT TOP O le-4 BL I • _ BL �Ia7 I : _ ANCHOR BOLTS - SEE �b °• F_� 44 — —� - d q ° a a _ MANUFACTURING • • ; W • ° p ` ° _d _q a. ANCHOR BOLTS - SEE " I °• .. 4 . .•. °O ANCHOR BOLT PLA I _ • • .,'. .<.' •.d .' ]III` .I /� - _ • ° N I _ _ • . . • -iao - 'A -- 1-'7 a a ANCHOR BOLT PLAN $• ' d FOR LOCATIONS °III ° �;.' 4 ° -1'-211 d ,' ,v--1'-2" I �I U c m ° I ,r_t�_ I FOR LOCATIONS 4 _ _ q . Ia BOLTS - SE ;�._, 4e-- -- - -Fk --------- - T- -r - - I - Irl _ __ __--___--__-- ANCHOR° I 1 QI e. `.e ..:1 ; 14.^abs. o . 4 � �": i•. :�� _ ANCHOR BOLT PLAN v! O I d a I a ° 1• 4 8 - #5 REBAR 'I J ., - D3.. : d. . . ... ��N ° ° FOR LOCATIONS ••, .4.p I 11 °, v 1.I .I a �J11 ~ ° M�1�.. '' a� °11 C..q .1 • ". t]11JL R. P. p. v ! a.. ° N O a q4a a, .q ° ;1. ; 3 CLR P. = r 18 �. 8 - #5 REBAR 2 °. • ? . q. • I 14. • a 3 a 3 CLR. TYP. . .. ,r < LL cu ,q °°4 c I • .a O I p �1^. O -----------_ -�_'_L_� —_—_—_—_---_ —_—_— _ _.+m- ------ v a O �- T N ° °g111 111 N q. '•. CL d' ( I d ( .. I ° d:v a I' r {� d- -eL —�— - - - - ♦) i • e 2 2 t-- I I .. .q • e. •I 1' "I ad' .. .4y C - N '•d T ') .• e ..I. q' • d• ° Q • ar al a - AN ti . . p a 8 - #5 REBAR r N 1.1' 1 4 d1 I . • Q ♦ e 1 I r a ' ° • 4 Iqi .• LINE OF CONT. REBAR I � I I (� f d Q1111 411 n I ! I1 1_211 41'-2" 1 • t p 777fffJJJ LINE OF CONT. REBAR :I t b 1 I 1 11 I. LINE OF CONT. REE3A 811 _411 11 � •r . .'a I . ( •a. " ° 1 ' L: Of �� '. °,I..4 I ILL �C I I I I I I 5 a�c� 4 � 6 �J �I� -- -6 � 1101, /1 11 11_`+11 411 11 11 711 11 11 JII �11 �l 2 -#6 REBAR HAIRPIN 2 - #6 REBAR HAIRPIN 2 - #6 REBAR HAIRPIN 11 72" INTO SLAB „ 72 INTO SLAB 111 72 INTO SLAB / SET 2 2' FROM T.O. SLAB SET 2 z FROM T.O. SLAB SET 2 2" FROM T.O. SLAB ANCHOR BOLT PLAN CONCRETE PLAN s' ANCHOR BOLT PLAN CONCRETE PLAN , „ 11 , " ANCHOR BOLT PLAN CONCRETE PLAN SCALE: 1 — 1-0 SCALE: 1 = 1-0 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" _ " SCALE: 1 – 1 0 D-2C � D-2B D-3B SOUTH CORNER CORNERS CORNER - END WALL z D O BLI BLI O #4 REBAR STIRRUPS r , #4 REBAR STIRRUPS v IBL ^' p @ 12" O.C. DOUBLE AT TOP IBL @ 12" O.C. DOUBLE AT TOP C■/ ' t ' 4 4) a .•,�; I V W 4 • A. ... I I I I, CII V •111 V V 71111 V 4" 1'-7" UJ 1 \ I I 6" LEDGE FOR STEEL BEAM 7I, - J Imo} 7Ir 7I,- -7I,- z .° • 3" 0 x 18" LONG - 12" EMBED ° I I • ° . Y a Im I 2 - #6 REBAR HAIRPIN ANCHOR BOLTS - LAYOUT AS I• I I .._ U °. I ;I': I 72" INTO SLAB 4 PER BUTLER MANUFACTURING ,9a •I I 8 - #5 REBAR ° a .I :. .�. I • .. . 11.211 •; .: 11_211 2 FROM T.O. SLABA. O I; I, d SET 2 111 a . . 14 ANCHOR BOLTS - SEE I t o q • . ,. — f d•' 84 °•D3 4.; ANCHOR BOLT PLAN .. .• 4'®. • ° 1,� I�a °..;. .DS:..',•: :, o d. :. _ FOR LOCATIONS 1. t . d _ 84 46. ©. ® . . . .q . ®° 4 40 4.- - - - - - - - - `-`I'° - - - - - - - - - - - �1 °=� , - - -- - - - - - - 'c`i q./BL q./BL - 311 CLR. TYP. - - 0 _—"—_—•_--T- •.. - _s a ..—dam -- a—_f-- - nl ° 1 ° ° ° �INa .I� dj Iq al a 3" CLR. TYP. : . •= 3�-�T :"4. 1 - I{I it a ,4. '• a. °'� ••d A. ° ° d♦ q ° t■■■_ 4111 • 11 v .e r 8 - #5 REBAR :. ° � .. : • •I a •. v C- _ . °. • 4 • '•,.°Q 4, .�-+ � . ..r°,' p :•.' eda 've - n d• © 4 .0n • ® t0 r CV L.L 8• d I 1 O ° e ° ° 4Kol A. • T 6" LEDGE FOR �. .d '• •.:I STEEL BEAM I . °. I 4" 0 x 18" LONG - 12" EMBED .• 1011 11 °i :. .° i ' i 1 1 " ANCHOR BOLTS - LAYOUT AS LINE OF CONT. REBAR PER BUTLER MANUFACTURING ANCHOR BOLTS SEE ANCHOR �m . . � . I°A. I 2 - #6 REBAR HAIRPINJ LINE OF CONT. REBAR DRAWN BY: DJU BOLT PLAN FOR LOCATIONS ° e ° r I I 72" INTO SLAB DATE: 06.28.21 SET 2 2" FRO T.O. SLAB 1'-4" SCALE: AS NOTED ANCHOR BOLT PLAN CONCRETE PLAN SHEET SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" ANCHOR BOLT PLAN CONCRETE PLAN SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" D-5 D-3 END WALLS CORNER OF 5 SHEETS