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HomeMy WebLinkAbout38990-ZNo: 37360 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 450 Cedars Rd, Cutchogue, Date: 2/18/2015 1/8/2015 SCTM #: 473889 Sec/Block/Lot: 109.-5-16.2 Subdivision: Filed Map No. 'Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2014 pursuant to which Building Permit No. 38990 dated 6/25/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT" ADDITIONS AND ALTERATIONS TO AN EXISTING GOLF COURSE CLUBHOUSE PER ZBA SPECIAL EXCEPTION APPROVAL #SE6745 DATED 06-05-2014 AS APPLIED The certificate is issued to Cedars Golf Club LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38990 07-22-2014 Pl- h ed Signa ure Permit #: 38990 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'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) Permission is hereby granted to: Caberon Properties Inc PO BOX 945 Cutchoque, NY 11935 Date: 6/25/2014 To: "As built" additions and alerations to an existing golf course clubhouse as applied for per conditions of the Southold Town ZBA's Special Exception approval #SE6745 At premises located at: 450 Cedars Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 109.-5-16.2 Pursuant to application dated To expire on 12/25/2015. Fees: 6/17/2014 and approved by the Building Inspector. AS BUILT - COMMERCIAL ADDITIONS/ALTERATIONS CO - COMMERCIAL Total: Building Inspector $800.00 $50.00 $850.00 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(aD_town:southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cedars Golf Club (Caberon Properties Inc) Address: 305 Cases Ln Ext (405 Ceaders Rd) City: Cutchogue St: NY Zip: 11935 Building Permit #: 38990 Section: 109 Block: 5 Lot: 16.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East Inc License No: 4253-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI-Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency: Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature:Date: july 22 2014 81 -Cert Electrical Compliance Form.xls k,,k �ycOUMV,� TOWN `OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ]CAULKING IZ141 DATE INSPECTOR ' rjf so TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION. I.ST ROUGH PLUMBING FOUNDATION 2ND IN LATION FRAMING/ STRAPPING 11" FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION, CAULKING REMARKS: m N — W��W�Ai r d W -e -J�ffl DATE 17 INSPECTOR rjf s 0 eou TOWN OF'SOUTHOLD BUILDING DEPM 765-1802 INSPECTION:-, FOUNDATION IST FOUNDATION -2ND FRAMING/ STRAPPING FIREPLACE&: CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: -11 M�E7 DATE ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPEC TION r I M E RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING AIV it,-)sPE-cV0kJ I l\_) 7-V C> f- 10 _-�;D - INSPECTOR g<l-c>' vs cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION.. FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION ROUGH PLUMBING INSULATION ]FINAL K]'FFIRE SAFETY INSPECTION r IV IRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING I DATE— I I- 1�)— 1� INSPECTOR If Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Cedars Golf Club Addition Cutchogue, NY October 9, 2014 To Whom It May Concern: I have inspected the above premises during construction and have determined that new addition Foundation Wall and Concrete Slab was installed according to my plans and to the New York State. Building Code. If you have anyquesti ons, please don't hesitate to call_. Ver Ror. OCT 3 0 2014 BLDG, DEPT. TOWN Of SOUTHOLD RONALD KUOPPALA A.I.A., ARCHITECT P.O. Box 427 Massapequa, NY 11758 Phone:516-797-8317 0 Y Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Cedars Golf Club Addition Cutchogue, NY May 21, 2014 To Whom It May Concern: I have inspected the above premises during construction and have determined that new addition strapping was installed according to my plans and to the New York State Building Code. Additionally the insulation was installed correctly as per code. If you have any questions, please don't hesitate to call. Very Truly Yours," Ronald Kuoppala A.I.A.,\�;�i;c�', n (--SDI n. OCT 2 z zo,4 BLDG. DEPT. TOWN Of SOUTHOLD RONALD KUOPPALA A.I.A., ARCHITECT P.O. Box 427 Massapequa, NY 11758 Phone:516-797-8317 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Cedars Golf Club Addition Cutchogue, NY October 9, 2014 To Whom It May Concern: 7 have inspected the above premises during construction and have determined that new addition Foundation Wall and Concrete Slab was installed according to my plans and to the New York State Building Code. If you have any questions, please don't hesitate to call. Very Truly Yours, i 1 + Ronald K.uoppala A I,A '''� E E � U E OCT 2 2 2014 BLDG. DEPT. TOWN OF SOUTHOLD RONALD KUOPPALA A.I.A., ARCHITECT P.U. Box 427 Massapequa, NY 11758 Ptrone:516-797-8317 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Cedars Golf Club Addition Cutchogue, NY November 12, 2014 D F U U NOV 2 1 2014 BLDG. DEPT. TONIN OF SOUTHOLD To Whom It May Concern: I have inspected the above premises during construction and have determined that new addition strapping was installed according to my plans and to the New York State Building Code.-Additionally-tli--insulation was-installed--correctly-as-per-code. I -f you have any questions, please don't hesitate to call. Very Truly Y Ronald Kuoppala A.I.A. RONALD KUOPPALA A.I.A., ARCHITECT P.O. Box 427 Massapequa, NY 11758 Phone: 516-797-8317 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined Z 120 Approved 20 Disapproved a/c Expiration 12- 2 5-- 20 u Jucz 11 2014 BLDG. DEPT. BUILDING PERMIT APPLICATION CHECKLIST DRC�CcC�o�I� MAR Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: BI_� DEPT. TOUIPI vu Phone: �tit'l�ding�lll Ctol' .PPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan,to scale. Fee according to schedule. b. Plot plan showing location of lot and of:buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from -such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize; in'•writing, the extension of the permit for an `addition six rnonths: Thereafter, a new permit shall be required. APPLICATION iS HEREBY MADE to the Building Department For the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( 'gnatur of apffrcant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ('11 v /1 Name of owner of premises 6-0 (?f 5 L L C , (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer e.,— (Ne and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo§ed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision Section/02Block- Filed Map No. Lot /Z, -z— Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fje2 F% GGr b. Intended use and occupancy L2/ow 3. Nature of work. (check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �Q,flfl%( Fee (To be paid, on filing this application) 5. If dwelling, number of dwelling units YNumber of'dwelling units on ech floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. C 7. Dimensions of existing structures, if any: Front Rear Depth ' . Height /4' Number of Stories I Dimensions of same structure with alterations or additions: Front —71/ Rear Depth a!�z Height Number of Stories `% `(t ;n Dimensions of entire new construction: Front 2c- Rear Z ' - Depth ( S Height 11 Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase �G6! Z � n2 ame of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES No \ ill excess fill be removed from premises? YES NO < /� /f9 6e� 7Fs'3 � 14. Names of Owner of premises �,�i,&I �fi I ---w V—Address,��m ' Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO /K * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_� IF YES, PROVIDE A COPY. STATE OF NET Y�{) . COUNTY O _!___ being duly sworn, deposes and says that (s)he is the applicant zwn (Name of individual gning 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 knowledge and belief-, and that the work will be performed in the manner set forth in the application filed therewith. Swor before me this ay of 0 A/1" Notary Public CLAIRE L. GLEW Notary Public, State of New York No. 011GL4879505 commission in Suffolk Count,, � / commission E=xpires Dec. 8, �J_— Signature of Applicant S'tott A. Russell ° James A. Richter; R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 Telephone #; (631) - 765 -1560 ' Fax #: (631) 765 - 9015 MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US JAMIE.RICHTERQTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) PROPERTY OWNER: (If Different from Applicant) NAME: �GI.�dC, !/ wS! GGG NAME: �I1/G An - ADDRESS: 3aS ewes « ADDRESS: tiXT. Ga,l TG Flo lG1 Telephone Number: Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or;. it can be Mailed to the Applicant with the submission of a Self Addressed 8.5' x 1 I" Envelope & Appropriate Postage. DATE: Ibl t l `f Property Address / Location of Construction Work:- ork: 2 �oSCA-X -s �T 1 S C T M #: 1000 z District ection Block Lot T-C:�ZtbtbG IAQ J -'_E ( k Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control -Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious, Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review'! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. Liz A Completed or ater R iew Checklist. If No or NA are Indicated, Justification is Required. RevieTApp ®®®®> Information Required: .ING DEPARTMENT USE ONLY **** Date: 3 c3 / s1JFFQ .. 'r` ®' STORMWATER S C T M #: MANAGEMENT �;/�_ 1000 f .. District Section CHAPTER 236 CONTROL PLAN CHECK LIST APPLICANT: (Property Owner, Design Professional, Agent, Contractor. Other)DATE: r � �� NAME: L%� ,�h,✓�+-w5�i/ — L-2 Telephone Number: ra'Yl Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist. if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST show all of the following items: YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 0 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 26-17(C)(2). A-- d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. 000 e. Limits of Clearing & Area of Proposed Land Disturbance. 000 F--- f. Existing & Proposed Contours of the Site (Minimum 2' Intervals) g. Location Of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. u / I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). �0 I. Location of proposed concrete washout area(s). 0 1 ' M. Location of all proposed erosion & sediment control measures. 0 G e 5 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (21 inch rainfall / storm event. O= /3Wl?VeG CD To EmSTIN9 V V e 4 4b 3. Details & Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: O6X k ( c-rc a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. C. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.g, infiltration basins, swales, etc.) v 00� 0�0 r UKlvl - ' wW UV l necK List - I U5 JAN 2U 14 07/08/2014 20:24 TEL 6312884044 V MODERN Tom Hal! Am= 548751► ADW ZO. Sar 1179 Sa aJd, NT 119714M BUIMMIWARTNNM TOMOFSOUMOM APPLICA 101 EM ELECTRICAL lA 1NS ff HT1©N •REQUESTED BY: i'. � c.�'-r'iVc p u.�3 � 1 Date: Qompany Name; ' V Sr• M ���� CTRL 1 '�.as7 -e, Name: License No.: yr S - ddres: P. 0. Be Aq9 _ in p -r -rt _rwc 1.01 _ Phone No..- 71s— s�� 903 1 J01381TE INFORMATION: (Indicates required information) *Name: *Addr- *C = street *Phone No.. Permit No.; Tax District700e�ction: I _ Block: *BRIEF DESORIPTtON OF WORK (Please Print Clearly) S 10 002 BLDG. DEPT. TOWN OFSOUTHOLD 0 'r+s -T4�4 o or (Please CIrcls ASI That apply) Is job ready for insp6otion. �/ NO. Stough In Final *Do -you need a Tamp OwIfficate: YES NO Tamp Mfiormadon (ff• needed) *ser*e Size: 1141188e 3PhM 900 150 200 300 3W 400 Cfher *Mw Service: Re\oom3ct Underground Number of Mbter$ Change of Service Ovadmd AddWonallnformation: EAYMENT VA WITH APPUCATION ,i92�gteAst fur lnape�lon Fotrn - ��% ' '� I cat ��- qqs ,���� r� .. BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 TOW F SOUTHO 0 S, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 5, 2014 ZBA FILE No.: SE 6745 NAME OF APPLICANT: Cedars Golf Club, LLC PROPERTY LOCATION: 305 Cases Lane Ext., Cutchogue, NY SCTM# 1000-109-05-16.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property consists of 46,175 sq. ft. and is located in the AC Zone District. It is improved with a one story building. It has 257.92 feet of frontage on Cases Lane Extension, 179.75 feet along the northern property line, 257.92 feet along the eastern property line and 179.75 feet on the southern property line as shown on the survey dated March 4, 2014 prepared by Barrett, Bonacci & VanWeele, PC. BASIS OF APPLICATION: Applicant request a Special Exception under Article III Section 280- 13B(7). The Applicant is the owner requesting authorization to continue the use of an existing golf club house in conjunction with the adjoining golf course. RELIEF REQUESTED: The applicant proposes to continue the use of the existing utility building and office/club room as accessory to the existing golf course. The applicant also proposes to enclose the attached existing 375 square foot concrete patio in order to create a room in which to set up an indoor golf training simulator. As shown on the architectural drawings prepared by BBV, Site Plan dated 3/4/2014 stamped by Martin Read, L.S., sheets A-1 and A-2 dated 3/11/2014. ADDITIONAL INFORMATION: A Planning Board Memorandum to the Zoning Board, dated April 22, 2014, stated that "The continuation and modest expansion of this business is consistent with the Town's Comprehensive `Plan to ensure that existing businesses are supported by town policies." The subject building has a 1965 CO for a "utility building and office, club room etc. for golf course." Upon inspection of the subject building the Board discovered the existence of an ri Page 2 of 3 — June 5, 2014 ' ZBA#6745 — Cedars Golf Club SCTM# 1000-109-5-16.2 apartment inside the building, currently being occupied by an employee of the golf course. The floor plan of this part of the building was not submitted by the applicant. At the public hearing the applicant agreed to remove the apartment entirely from the building (kitchen, full bathroom and sleeping/living room space) and said he would ask the occupant to vacate the premises immediately. Also at the hearing, the adjacent property owner to the north asked the applicant if he could prevent patrons of the golf course from driving on/accessing her property. The applicant agreed to install a low fence or evergreen screening to create a barrier to prevent this from occurring. The proposed Golf Club use of this existing building, with the proposed addition, will be a continuation of the existing Golf Club use that was originally established in 1965. There was no evidence presented that the existing Golf Club use had prevented or may prevent the orderly or reasonable use of adjacent properties and/or properties in adjacent use districts. Therefore, the Board has concluded that, with the conditions imposed herein, the continued Golf Club use will not adversely affect adjacent properties and/or properties in adjacent use districts. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 1, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject building and golf course is split zoned in R40 and AC districts and the Town of Southold owns the development rights for all but the one acre reserved for the existing club house building. The applicant agreed to install a low fence or evergreen screening as an obstacle to prevent patrons of the golf course from driving on the adjacent residential property, as requested by that property owner. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. Page 3 of 3 — June 5, 2014 ZBA#6745 — Cedars Golf Club SCTM# 1000-109-5-16.2 G. That the proposal shall comply with the requirements of Chapter 236, Storm Water Management. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider, seconded by Member Weisman, Chairperson, and duly carried to GRANT, a Special Exception, as applied for, and shown on the Survey prepared by Martin A. Read, L.S., dated 3/4/2014 and the architectural drawings by BBV, Sheets A-1 and A-2, dated 3/11/2014. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed addition to the clubhouse building cited herein requires a building permit. Therefore, as a condition of approval, the applicant must contact the Building Department to obtain a building permit and to ensure that all construction will be NYS Code compliant. 2. The existing apartment shall be completely removed from the clubhouse building (kitchen, full bathroom, and sleeping/living space), and no habitable space shall be permitted in association with the Special Exception Permit use granted herein. 3. Only one half bathroom shall be permitted in the clubhouse building. 4. The applicant shall install a low fence or evergreen screening to prevent golf course patrons from driving on or accessing the adjacent residential property to the north. 5. The applicant shall submit a complete final floor plan of the entire clubhouse building showing the total removal of the existing apartment and all interior spaces including the proposed addition. 6. The Board of Appeals shall conduct an interior inspection of the subject building prior to the issuance of a CO by the Building Department to insure the complete removal of the apartment from the clubhouse building. 7. Failure to remove the apartment completely from the clubhouse and failure to secure a new CO for the addition nullifies this Special Exception Permit. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: This Special Exception permit cannot be transferred to new owners Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted (5-0). S Leslie Kanes Weisman, Chairperson Approved for filing � / /2014 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider November 7, 2014 Paul Pawlowski Cedars Golf Club 305 Cases Lane Cutchogue, NY 11935 RE: ZBA#6745 Dear Mr. Pawlowski: *pF SO(/��,0� �c�UP1TY,�� http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 �..� E � U E NOV 10 2014 BLDG. DEPT. TOWN OF SOUTHOLD I reviewed your letter dated 10/27/14 requesting the removal of Conditions #2 & 3 imposed in the above referenced ZBA decision. Your proposal is to maintain the original apartment. bathroom with a shower for staff use and to use the rest of the previous apartment space as a gym as shown on the following document which you submitted with your request: as built drawing labeled floor plan dated 10/26/14. I presented your request to the Zoning Board at our Regular Meeting on November 6, 2014. The Board voted by unanimous resolution to uphold the original conditions of ZBA File #6745. Therefore, your request is denied. Please submit a new floor plan conforming to the requirements of your Special Exception Permit Please call the office to re -schedule an interior inspection once the plumbing is completely removed to the source. If you have any questions, please call the office. Sin e ly, t Leslie Kane Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider ;.j t) y October 21, 2014 Cedars Golf Club, LLC Paul Pawlowski 305 Cases Lane Ext. Cutchogue, NY 11935 Re: ZBA Decision #6745 Dear Mr. Pawlowski, http://southoldtown.northfork.net '\ CA - L`-161 �' Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 ft- V, EU O CT 2 1 2014 BLDG. DEM. 10\64 OF SOUTNOLD As per conditions #2&6 imposed in ZBA decision #6745, on behalf of the Zoning Board of Appeals I inspected your property on October 14, 2014. The inspection revealed that the flanges for the bathroom toilet and kitchen sink and the bathroom shower head and drain were still in place. Please be advised that all the plumbing associated with the former apartment must be removed down to the source. In order to obtain your Certificate of Occupancy, the Zoning Board of Appeals has to sign off on the conditions being met. Once the plumbing is completely removed, please call the office for a re -inspection. Sin er yours, Leslie Kanes Weisman, Chairperson Zoning Board of Appeals CC: Michael Verity, Building Department 1+ BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider December 29, 2014 Paul Pawlowski Cedars Golf Club 305 Cases Lane Cutchogue, NY 11935 RE: ZBA #6745 Dear Mr. Pawlowski: pF SOUTy� COUNT`1,� http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 DEC 3 1 2m4 As you are aware, on December 16, 2014 ZBA Member Schneider and I conducted an interior inspection of the Cedars Golf Club building to determine if condition #2 in the above referenced Special Exception Permit had been met, i.e. complete removal of the apartment from the clubhouse building including kitchen, full bathroom and sleeping/living space. We have determined that this condition is now fulfilled. I will inform the Building Department accordingly. However, please be advised that your 1965 CO was issued for a "utility building and office, club room etc. for golf course" and that your current Special Exception permit was granted by the Board of Appeals to continue the use of this building only in association with the golf course. It has come to our attention that 3 ads have been placed in the Suffolk Times informing the general public that your newly renovated private lounge (in the former apartment space) can "accommodate up to 50 people" and is available for booking "private events including children's and holiday parties featuring video gaming, movies and sporting events on the big screen," presumably your new golf simulator. These activities are not associated with the golf course use and are therefore not permitted. In addition, we noticed a large sign affixed to the exterior of the golf club building near the front entrance advertising kayak and paddle board rentals and instruction. These a activates are also not permitted on the subject property, and, pursuant to Chapter 280- 84 of the Town Code, "Information displayed on signs shall be limited to the name, address, logo and nature of the business and products available or activity for which the building or premises is used. " Please be aware that, as cited in ZBA #6745, "any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Board of Appeals to review potential action to revoke the Special Exception permit as granted herein." Sincerely, i r � Leslie Kanes Weisman Chairperson/Department Head CC: Michael Verity, Chief Building Inspector Stephen Kiely, Assistant Town Attorney To the entire Building Dept. This is Paul Pawlowski, owner of Cedar's golf course. I just wanted to reach out and apologize for my ignorance with the small addition/build out at the Cedars clubhouse. I made a mistake in jumping the gun on the build out and as I had "my reasons" those are only "my reasons" and are no excuse at all. I simply should not have started the project. I realize that I have lost your trust but please know that not once was I trying to keep this a secret or do this build out illegally. I submitted for building permit and with your understanding and direction I then submitted to ZBA , where I fell short is jumping the gun on having a permit in hand. Again this is no excuse and it won't happen again. I have done a lot of jobs in the past within Southold Town with no issues and will do so in the future . I look forward to regaining your trust over time and moving on from this. I want to Thank You for all your help throughout the years and again I apologize for my actions. Regards, , P ul Pawlowski Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 October 21, 2014 Caberon Properties Inc PO Box 945 Cutchogue NY 11935 Re: 450 Cedars Rd, Cutchogue BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy. NOTE: See Enclosed Inspection Ticket dated 10/8/2014 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Telephone (631) 765-1802 Fax (631) 765-9502 Final Fire Inspection from Fire Marshall.— g— �n Final Landmark Preservation approval. 4) 40 Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38990 — "As Built" Additions and Alterations Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for land Surveyors adopted by the New York State Association of Professional land Surveyors. This certification is only for the lands depicted hereon and is not certification of title, zoning or freedom of encumbrances. Said certifications shall can only to the persons and/or entities listed hereon and are not transferable to additional persQns, entities or subsequent owners. Z 00 Z W X W (O W"� L t- o Jx IQ �W �Z J �v PATH W o C)Pps SO A Y p �� to 1 QO.00' f 0 . O TAX LOT 14.39 nI PIPE FOUND I.e N IS 80005'30" E 179.75' -BrTUMINOUS PAVEMENT co io Wbo 5:1 I w �JC4 CX r Z a a 0 � ®m PIPE CURB CURB FE FOUND 1.4'N DRIVEWAY 2.6'N 00.6'S N 80*05'30" W IM: SURVEY o23 Z0) J )QI 0 Oft Ix ag 4 TAX LOT 14 47 05 I e` GRP�v ILIJ � Ld 1�a O IV) o PUTTING CY (S GREEN (O V 1 APPROXIMATE LOCATION OF DRYWELL BY OWNER XISTIN� � I Le" IA1 lee? °? fa _S Ir(f QAC A L BELOW GRADE ru PUMP HOUSE PER ° PRIOR SURVEY 0 1. I� NOTES 1. LOT AREA- 46,175 S.F. 2. REFERENCE DEEDLIBER5637 PAGE 277 & PRIOR SURVEY BY PECONIC SURVEYORS, P.C., DATED JUNE 26, 2005. 1. SUBSURFACE & ENVIRONMENTAL CONDITIONS REBAR WERE NOT EXAMINED OR CONSIDERED AS A PART OF FOUND THIS SURVEY. 0.7'S � w R CHAIN UNK ENCE GATEFE k 1.0'S 179.75 0 VIEW: SURVEY © 2014 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use, and therefore, are not intended to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements, Rights -of -Way of record, if any, are not shown. Property comer monuments were not placed as a part of this survey. B8` Barrett Bonacci & Vah Weele, PC Civil Engineers 175A Commerce Drive Surveyors Planners Hauppauge, NY 11788 T 631.435.1111 F 631.435.1022 www.bbvpc.com CEDARS GOLF CLUB Tax Map: - DISTRICT 1000 SECTION 109 BLOCK S LOT 16.2 Map of PROPERTY Map Lot: -- Map Block: -- File Date: -- File No.: -- County: Situate: CUTCHOGUE, TOWN OF SOUTHOLD Date I BY I Revision 1" C Unauthorized alteration.owddition to this survey is a vio- lotion of'W State Education taw SUFFOLK Copies of this survey map not bearing the land surveyors embossed seal and signature shall not be considered to be a true and valid copy -ked 6y- M.A.R.. Project No.: A140063 ftft, Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional. Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title, zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons, entities or subsequent owners. Z 0 (1)Z W X W (O W Z f - J J Jx tQ PATH WAY r W ILI O^ 0 041 i I i ARS Rpp►p o GEp 0 100.00• �b TAX LOT 14.39 N PIPE °e FOUND S 80005'30" E _ 179.75' BITUMINOUS PAVEMENT co• 79.5' 24.2' �W mZIO IZ- o �3c; Co W I J5 �o Hauppauge, NY 11788 T 631.435.1 111 1 F N s O M 11C4i of o Z 1 ' PIPE CURB CURB FE 1.4'N DRIVEWAY 2.6'N ' I Kb FOUND ❑0.6'S N 80005'30" W m m NOTES 1. LOT AREA= 46,175 S.F. 2. REFERENCE DEED LIBER 5637 PAGE 277 & 1 PRIOR SURVEY BY PECONIC SURVEYORS, P.C., DATED JUNE 26, 2005. 1. SUBSURFACE & ENVIRONMENTAL CONDITIONS REBAR WERE NOT EXAMINED OR CONSIDERED AS A PART OF FOUND THIS SURVEY. 0.7'S CHAIN LINKENCE GATE FE k 179.75' !M' SURVEY TAX LOT 14.47 VIEW. SURVEY © 2014 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use, and therefore, are not intended to guide in the erection offences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements, Rights -of --Way of record, if any, are not shown. Property corner monuments were not placed as a part of this survey. Barrett Bonacci & Van Weele, PC Civil Engineers 175A Commerce Drive J5 �o Hauppauge, NY 11788 T 631.435.1 111 1 F 631.435.1022 o� 11C4i o ' I Kb PUTTING N (S GREEN (0 N APPROXIMATE LOCATION OF DRYWELL \ BY OWNER o I I v C J 2ati BELOW GRADE PUMP HOUSE PER a PRIOR SURVEY 0 D M NOTES 1. LOT AREA= 46,175 S.F. 2. REFERENCE DEED LIBER 5637 PAGE 277 & 1 PRIOR SURVEY BY PECONIC SURVEYORS, P.C., DATED JUNE 26, 2005. 1. SUBSURFACE & ENVIRONMENTAL CONDITIONS REBAR WERE NOT EXAMINED OR CONSIDERED AS A PART OF FOUND THIS SURVEY. 0.7'S CHAIN LINKENCE GATE FE k 179.75' !M' SURVEY TAX LOT 14.47 VIEW. SURVEY © 2014 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use, and therefore, are not intended to guide in the erection offences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements, Rights -of --Way of record, if any, are not shown. Property corner monuments were not placed as a part of this survey. Barrett Bonacci & Van Weele, PC Civil Engineers 175A Commerce Drive Surveyors Hauppauge, NY 11788 T 631.435.1 111 Planners F 631.435.1022 www.bbvpc.com CEDARS GOLF CLUB Tax Map:. DISTRICT 1000 SECTION 109 BLOCKS LOT 16.2 Map oF. PROPERTY Map Lot: -- Map Block: -- File Date: -- File No.: -- County: Situate: CUTCHOGUE, TOWN OF SOUTHOLD Date: Revision SUFFOLK Unauthorized alteration or addition to this survey is a vio- lotion of section 7209 of or able Education Law /— Wim\ Copies of this survey map not bearing the land surveyor's embossed seal and .signature shall not be considered to be a true and valid copy Project No.: A140063 COMcheck Software Version 3.9.3 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: Cedars Golf Club, LLC Construction Site: Owner/Agent: Designer/Contractor: 305 Cases Lane Ext Paul Pawloski Ronald Kuoppala Cutchogue, NY 11'935 PO Box 783 Ronald Kuoppala Architect Mattituck, NY 11952 PO Box 427 Massapequa, NY 11758 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Building Space Conditioning Type(s): Nonresidential Activity Type(s) Floor Area Exercise Center 375 Section 3: Requirements Checklist Envelope'aP'ASSES Design 2%°betterthan code. Climate -Specific Requirements: Component Name/Description Roof 1: Attic Roof with Wood Joists Exterior Wall 1: Wood -Framed, 16" o.c. Floor 1: Slab -On -Grade: Heated, Horizontal without vertical 2 ft. Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U=Factor U-Factor(a) 375 30.0 0.0 0.034 0.027 880 19.0 0.0 0.067 0.089 80 -- 2.5 -- -- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: I] 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. L 2. Windows, doors, and skylights certified as meeting leakage requirements. L] 3. Component R -values & U -factors labeled as certified. U 4. No roof insulation is.installed on a suspended ceiling with removable ceiling panels. I] 5. 'Other' components have supporting documentation for proposed U -Factors. O 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in manner that achieves the rated R -value without compressing the insulation. F1 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. O 8. Cargo doors and loading dock doors are weather sealed. E] 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. L] 10. Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: 0 Building entrances with revolving doors. Ll Doors not intended to be used as a building entrance. Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 1 of 7 Doors that open directly from a space less than 3000 sq. ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. El Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed professional judgment, such plans or specifications are in complia �OH A -O tf,, aP,4AA- is , �LIA Name - Title t of his/her knowledge, belief, and � ti (( Date Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 2 of 7 COMcheck Software Version 3.9.3 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: Cedars Golf Club, LLC Construction Site: Owner/Agent: Designer/Contractor: 305 Cases Lane Ext Paul Pawloski Ronald Kuoppala Cutchogue, NY 11935 PO Box 783 Ronald Kuoppala Architect Mattituck, NY 11952 PO Box 427 Massapequa, NY 11758 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area AllowedAllowed Watts (ft2) Watts / ft2 (B x C) Exercise Center 375 1 375 Total Allowed Watts = 375 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Incandescent 2: Incandescent 75W: 1 5 75 375 Total Proposed Watts = 375 Section 4: Requirements Checklist Interior Lighting PASSES:besign 0.0%o better than code, ` Lighting Wattage: O 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts, Proposed Wafts Complies 375 375 YES Controls, Switching, and Wiring: O 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. C] 3. Daylight zones have individual lighting controls independent from that of the general area lighting. , Exceptions: 0 Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Q Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. E] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 3 of 7 ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ ,$. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant -sensing device controls the area. ❑ The area is a corridor, storeroom, restroom, public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ❑ 10. Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: ❑ Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lightin 's. tem-as.been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version &fo1cm-) y. h the mandatory requirements in the Requirements Checklist. pp Y Name - Title Signat f/ _ j .j Y Date �E STATS Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 4 of 7 COMcheck Software Version 3.9.3 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: Cedars Golf Club, LLC Exterior Lighting Zone: 2 (Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 305 Cases Lane Ext Paul Pawloski Ronald Kuoppala Cutchogue, NY 11935 PO Box 783 Ronald Kuoppala Architect Mattituck, NY 11952 PO Box 427 Massapequa, NY 11758 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts / Unit (B x C) Entry (Main entry) 2 ft of door width 20 Yes 40 240 Total Tradable Watts* = 40 240 Total Allowed Watts = 40 Total Allowed Supplemental Watts" = 600 Wattage tradeoffs are only allowed between tradable areas/surfaces. "A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID-: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Halogen 1: Halogen 120W: 1 2 120 240 Total Tradable Proposed Watts = 240 Section 4: Requirements Checklist Lighting Wattage: 1'. Within each non -tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. Controls, Switching, and Wiring: 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. 3. Lighting not designated for dusk -to -dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. 4. Lighting designated for dusk -to -dawn operation is controlled by an astronomical time switch or photosensor. 5. AII'time switches are capable of retaining programming and the time setting during loss of power for a period of at least 1 Q hours. Exterior Lighting Efficacy: Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 5 of 7 ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. 'Exceptions: ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. ❑ Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. ❑ Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. Section 5: 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 lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.3 a o cow ly with the mandatory requirements in the Requirements Checklist. RED f- fj� . Name - Title Signature- /�!• ( �\ , v Date Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 6 of 7 6 COMcheck Software Version 3.9.3 �( Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title : Cedars Golf Club, LLC Construction Site: 305 Cases Lane Ext Cutchogue, NY 11935 Owner/Agent: Paul Pawloski PO Box 783 Mattituck, NY 11952 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Type & Description Section 4: Requirements Checklist Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented and other calculations submitted with this permit application. The pro York Energy Conservation Construction Code requirements in CO Requirements Checklist. /7' , Designer/Contractor: Ronald Kuoppala Ronald Kuoppala Architect PO Box 427 Massapequa, NY 11758 consistent with the building plans, specifications t�'b, s have been designed to meet the 2010 New �,�0�'Comply with the mandatory requirements in the R"" yi '! F' _ Y l ( I Name -Title ur'c`.j= ' Date Section 6: Post Construction Complia , -S� ent E] HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. z Principal Mechanical Designer -Name Signature Date Project Title: Cedars Golf Club, LLC Report date: 03/10/14 Data filename: C:\Documents and Settings\Ronald Kuoppala\My Documents\COMcheck\Cedars Golf Club.cck Page 7 of 7 FLOOfiZ PLAN SCALE: 1/4" = V-0" PPOJEC;T DATA BUILDING USE: GOLF CLUB OCCUPANCY CLASS: B: BUSINESS CONSTRUCTION TYPE: 5b 4 SOIL BEARING VALUE: RATED AT 2,000 PSI= 42 UNIF. DIST. LIVE LOADS: ROOF - 30 PSF @E d 25'-0" FLOOR - 15 PSF WIND LOAD: DESIGN WIND LOAD - 15 PSF to At VERT. SURFACES PER PART 165 -=Ir, - -- - p HURRICANE ZONE- SUFFOLK COUNTY IS IN HURRICANE ZONE. 24'-6" I r7.2 EXISTING CLU5 HOUSE NEW TRIMMED OPENING I I IV— REMOVE EXISTING I I \ 1 SLIDING DOOR ' III E NEW 11 cp 1 5T01' Y ADDI�'�ON PROVIDE MECHANICAL C,, n I I I VENTILATION AS PER x EXISTING HEADER -------j, I NYS BUILDING CODE_ _ C14 ltMl m =3 A2 10 W A EXISTING 1 STORY BUILDING + NEW 1 STORY ADDITION= 1,1485F TABLE 503: B - TYPE 5b = 9,000 SF PERMITTrED, 2 STORIES PERMITTED FIRE RESISTANCE RATING REQUIREMENTS OF BUILDING ELEMENTS: AS PER TABLE 601: BUILDING TYPE 5b = NONE REQUIRED I i I I I LEGEND -- GE:NER,4L. NOTE -5: L ALL WORK, TO CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION CODE AND CONSTRUCTION CODE, AND ALL OTHER FEDERAL, STATE AND LOCAL BUILDING DEPARTMENT AGENCIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK AND REPORT ALL DISCREPANCIES TO THE ARCHITECT 3_ INSULATION TO CONFOi;;i11 WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. ALL SILL PLATES ARE TO BE LEVELED_ PROVIDE VAPOR BARRIER 6 ALL INSIDE HEATED SPACES_ CAULK ALL WINDOWS AND DOORS AS REQUIRED. 4. INSTALL ALUM. FLASHING ABOVE ALL EXTERIOR WINDOWS AND DOORS_ 5. ALL FRAMING LUMBER TO BE DOUGLAS FIR NO.2 OR BETTER. Fb =850 PSI. 6. ALL HEADERS TO BE 2 x 12 UNLESS OTHERWISE NOTED - 'i, SOIL BEARING ASSUMED 10 2000 PSF, 6. ALL ELECTRICAL WORK SHALL CONFORM TO NBFU, NEC, AND LIPA REQUIREMENTS. ALL WIRING, BUSSES AND CONNECTORS, ECT. TO BE SOLID COPPER. PROVIDE OWNER WITH U.L. CERTIFICATE_ 9. POURED CONCRETE TO BE AS FOLLOWS: (A). FOUNDATION WALLS AND OTHER WALLS EXPOSED TO WEATHERING TO BE 3,000 PSI 6 28 DAYS - (B)_ GARAGE SLAB TO BE 3,500 PSI 6 28 DAYS- 10- AYS 10- MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO FOUNDATION SHALL BE AS FOLLOWS: CRAWL SPACES AND SLABS ON GRADE. 1/2" DIAMETER AT 42" O.C_ 'MAX SPACING 5/8" DIAMETER AT 6'-0" O.C. MAX SPACING EMBED ANCHOR BOLTS A MINIMUM OF 15 INCHES INTO MASONRY, -1 INCHES INTO CAST CONCRETE. INSTALL BOLTS WITHIN 12 INCHES OF CORNERS ON ALL EXTERIOR WALLS - 11. THE DESIGN OF THIS PROJECT COMPLIES WITH THE 2010 BUILDING CODE OF NEW YORK STATE RAFTER/CLG JOIST HEEL JOINT CONNECTION 12" POURED CONC. FOUNDATION WALL REQ'D NUMBER OF 16d - - - U (2)-04 REBARS CONT_ - TOP AND BOTT. - - RAFTER COMMON NAILS PER O O O SLOPE HEEL JOINT SPLICE 4 ROOF SPAN (FT) OFF.l CF 12 120 28 136 W 3:12 5 8 11 14 Q 4:12 4 6 8 11 6 0 O APPROVED AS NOTED - T1'PIC,4L ROOF= / CE=ILINC 1=iZAMINC H10-2 5:12 3 5 7 9 6��r 1� 3 �. '.. - �; • ,.. _ s. DATE: ' ' r • :' '' • • • ACCEPTABLE RAFTER OR TRUSS 7:12 3 4 5 6 B.P. # 3 3 4 5Sim son Strong -Tie 9:12 FE SOON BY: Rafter to Top Plate 1212 1 3 3 3 4 NOTIFY BUILDING DEPARTMENT AT EQUIVALENT NAILING PATTERNS ARE REQUIRED O O O 765-1802 8 AM TO 4 PM FOR THE FOR CEILING JOIST TO CEILING JOIST LAP SPLICES, FOLLOWING INSPECTIONS: WALL SHEATHING ATTACHMENT RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SHEATHING LOCATION MAXIMUM I�AII SPACING PURSUANT TO CHAPTER 236 2. ROUGH - FRAMING & PLUMBING H2.5 (2) FOR 8d CO MON NAILS OF THE TOWN CODE. 3. INSULATION Y 4. FINAL - CONSTRUCTION MUST UN�XC,AVr4T�D '.'•• - LTSmnTS12 110 mph WIN 120 mph N e : ; • e ,ACGEPT,ABL TOP PLATE= RSP4 E F E F ROOF COMPONENT AND CLADDING PRESSURE ZONES 4�� GONG. SLAB W / Simpson Stron -Tie BE COMPLETE FOR C.O. 6 x6-W_14xW1:4 WUJP. + 6 MIL. — �r; Top Plate to 2tud 4' PERIMETER EDGE ZONE 6 12 6 12 N.T.S. ALL CONSTRUCTION SHALL MEET THE POLY VAPOR BARRIER ON A 4" MACHINE COMPACTED NEW • 0- INTERIOR ZONE 6 12 6 12 YORKREQUSTATE.S OF THE CODES NOT RESPONSIBLE FFOR SAND BASE AND SUB -BASE = ' E -NAIL SPACING AT PANEL EDGES (IN.) DESIGN OR CONSTRUCT N ERRORS. F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN EQUIVALENT BASIC BIND SPEEDS r - ` THE PANEL FIELD 3 -SECOND GUST 110011051110 120 125 130 140 ?FRED FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, F STEST RLE 0 00 05 0 20 ��G�s qR THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS �pp1ALD k� y� • PHD5 SHALL BE USED �c A9 w/threadedrod ROOF SHEATHING ATTACH ENT1. REFERENCE STANDARD UTILIZED IS' M' BY ;10rn 'a's r �'� ' 1. ..� : i...: •, .,; . : i , .::� :% !�:. . ; �::: 4 • @ ALL CORNERS , 1` , SHEATHING LOCATION MAXIMUM AIL SPACING AF&PA USING PRESCRIPTIVE DESIGN METHOD pW�U- FOR 8d COMMON NAILS 110 mph ISN 120 mph OND 2. AVERAGE DEAD LOADS NOT TO 1131 4 2 k' Simpson Strong -Tie E F E F EXCEED 15 LBSf F FOR THE COMBINED ROOF AND S� r.,,�T Stud to Band Joist E of Q 1 f 2 4 PERIMETER EDGE ZONE 6 6 s s AND CEILING ASSSEMBLIES (ON A HORIZ. PROJECTION) STEPPED FOOTING AS iREQ'D. @ 16"oc OR 10 LBS/SF FOR FLOOR ASSEMBLIES 1 INTERIOR ZONE 6 12 6 12 I ON 2 MAX_ - TYPICAL Bp USE DEAD LOAD (PSF) SPI F; two H4 3 GABLE END WALL RAKE 4 4 4 4 EXTERIOR LIGHT -FRA ED WOOD WALLS 15 DID_ RONALD KUOPPALY E -NAL SPACING AT PANEL EDGES (IN.) INTERIOR LIGHT -FRA ED OOD ALLS oID A R C III TE CTUR F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN CONCRETE WALLS 6 THICK 85 518" DIA. ANCHOR BOLTS H2.5 THE PANEL FIELD ° @ 36"OC (12" FROM CORNERS) FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER nEQUtRED PROVIDE 3X3" BASE PLATE EA. ANCHOR BOLT EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF MAI NAGE INSPEC'i IONS a 5.1560 before @ H8 THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE Contact TOS Engineer Engine S Certification .ACC PT��LE ATTACHMENT REQUIREMENTS SHALL BE USED 1�ed to Code. P.O. Box 427 Massapequa, NY 117_' . R Provide EnB Mst>a Simpson Strong -Tie _-•, `>.dtainace has been Tel516-797-9317 Fax 631-592-94( PLAN Sill Plate to Foundation - A @each stud OCCUPANCY OR U CEDARS GOLF CLUIE TYPICAL SLA5 ON G ZADE FOUNDATION USE IS UNLAINFU o j� �i! 305 Cases Lane Extention Cutchouge, NS 't WITHOUT CERTIFICATE OF OCCUPANC &_NO OI II NOUS LOAD FA I H DI7`--'tGRA I ' i �� Drawing Title: o NOTES ,AND PL,AI�IS SCALE � COMPLY WITH ALL CODES OF A NEW YORK STATE & TOWN CODES p ZASREQUI ED AND CONDITIONS OF z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA a or SOMOLDTOWNZBA IX Date: 11 MARCH 2014 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR ICE BARRIER FLOOD iae o scale: AS NOTED SNOW DESIGN FROST LINE DESIGN FREEZING UNDERLAYMENT HAZARDS x Drawing No. LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY TEMPINDEX REQUIRED DEPTH ( X15 -$ES '000t;�LP wo 20 PSF 120 MPH C SEVERE 3'-0' MOD. TO SLIGHT TO 11' 599 YES �.v" o HEAVY MODERATE � � U k NEW WALL CONSTRUCTION O SMOKE DETECTOR - HARD WIRED TO SEPARATE BREAKER PROVIDE AS REQ RED TO MEET CODE O CARBON MONOXIDEDETECTOR ;. PROVIDE AS REQURED TO MEET CODE _ DUPLEX RECEPTACLE TWO WAY SWITCH MTD. e 4'-2" APF. U.ON. - LUTRON DIVA CEILING MOUNTED LIGHT FIXTURE 75W INCANDESCENT eE EXIT LIGHTS (CEILING MOUNTED). ARROW DENOTES DIRECTION 4-6 CEILING MOUNTED EMERGENCY E LGMI M1 LIGHTING: WITH BATTERY PACK. GE:NER,4L. NOTE -5: L ALL WORK, TO CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION CODE AND CONSTRUCTION CODE, AND ALL OTHER FEDERAL, STATE AND LOCAL BUILDING DEPARTMENT AGENCIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK AND REPORT ALL DISCREPANCIES TO THE ARCHITECT 3_ INSULATION TO CONFOi;;i11 WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. ALL SILL PLATES ARE TO BE LEVELED_ PROVIDE VAPOR BARRIER 6 ALL INSIDE HEATED SPACES_ CAULK ALL WINDOWS AND DOORS AS REQUIRED. 4. INSTALL ALUM. FLASHING ABOVE ALL EXTERIOR WINDOWS AND DOORS_ 5. ALL FRAMING LUMBER TO BE DOUGLAS FIR NO.2 OR BETTER. Fb =850 PSI. 6. ALL HEADERS TO BE 2 x 12 UNLESS OTHERWISE NOTED - 'i, SOIL BEARING ASSUMED 10 2000 PSF, 6. ALL ELECTRICAL WORK SHALL CONFORM TO NBFU, NEC, AND LIPA REQUIREMENTS. ALL WIRING, BUSSES AND CONNECTORS, ECT. TO BE SOLID COPPER. PROVIDE OWNER WITH U.L. CERTIFICATE_ 9. POURED CONCRETE TO BE AS FOLLOWS: (A). FOUNDATION WALLS AND OTHER WALLS EXPOSED TO WEATHERING TO BE 3,000 PSI 6 28 DAYS - (B)_ GARAGE SLAB TO BE 3,500 PSI 6 28 DAYS- 10- AYS 10- MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO FOUNDATION SHALL BE AS FOLLOWS: CRAWL SPACES AND SLABS ON GRADE. 1/2" DIAMETER AT 42" O.C_ 'MAX SPACING 5/8" DIAMETER AT 6'-0" O.C. MAX SPACING EMBED ANCHOR BOLTS A MINIMUM OF 15 INCHES INTO MASONRY, -1 INCHES INTO CAST CONCRETE. INSTALL BOLTS WITHIN 12 INCHES OF CORNERS ON ALL EXTERIOR WALLS - 11. THE DESIGN OF THIS PROJECT COMPLIES WITH THE 2010 BUILDING CODE OF NEW YORK STATE RAFTER/CLG JOIST HEEL JOINT CONNECTION 12" POURED CONC. FOUNDATION WALL REQ'D NUMBER OF 16d - - - U (2)-04 REBARS CONT_ - TOP AND BOTT. - - RAFTER COMMON NAILS PER O O O SLOPE HEEL JOINT SPLICE 4 ROOF SPAN (FT) OFF.l CF 12 120 28 136 W 3:12 5 8 11 14 Q 4:12 4 6 8 11 6 0 O APPROVED AS NOTED - T1'PIC,4L ROOF= / CE=ILINC 1=iZAMINC H10-2 5:12 3 5 7 9 6��r 1� 3 �. '.. - �; • ,.. _ s. DATE: ' ' r • :' '' • • • ACCEPTABLE RAFTER OR TRUSS 7:12 3 4 5 6 B.P. # 3 3 4 5Sim son Strong -Tie 9:12 FE SOON BY: Rafter to Top Plate 1212 1 3 3 3 4 NOTIFY BUILDING DEPARTMENT AT EQUIVALENT NAILING PATTERNS ARE REQUIRED O O O 765-1802 8 AM TO 4 PM FOR THE FOR CEILING JOIST TO CEILING JOIST LAP SPLICES, FOLLOWING INSPECTIONS: WALL SHEATHING ATTACHMENT RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SHEATHING LOCATION MAXIMUM I�AII SPACING PURSUANT TO CHAPTER 236 2. ROUGH - FRAMING & PLUMBING H2.5 (2) FOR 8d CO MON NAILS OF THE TOWN CODE. 3. INSULATION Y 4. FINAL - CONSTRUCTION MUST UN�XC,AVr4T�D '.'•• - LTSmnTS12 110 mph WIN 120 mph N e : ; • e ,ACGEPT,ABL TOP PLATE= RSP4 E F E F ROOF COMPONENT AND CLADDING PRESSURE ZONES 4�� GONG. SLAB W / Simpson Stron -Tie BE COMPLETE FOR C.O. 6 x6-W_14xW1:4 WUJP. + 6 MIL. — �r; Top Plate to 2tud 4' PERIMETER EDGE ZONE 6 12 6 12 N.T.S. ALL CONSTRUCTION SHALL MEET THE POLY VAPOR BARRIER ON A 4" MACHINE COMPACTED NEW • 0- INTERIOR ZONE 6 12 6 12 YORKREQUSTATE.S OF THE CODES NOT RESPONSIBLE FFOR SAND BASE AND SUB -BASE = ' E -NAIL SPACING AT PANEL EDGES (IN.) DESIGN OR CONSTRUCT N ERRORS. F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN EQUIVALENT BASIC BIND SPEEDS r - ` THE PANEL FIELD 3 -SECOND GUST 110011051110 120 125 130 140 ?FRED FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, F STEST RLE 0 00 05 0 20 ��G�s qR THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS �pp1ALD k� y� • PHD5 SHALL BE USED �c A9 w/threadedrod ROOF SHEATHING ATTACH ENT1. REFERENCE STANDARD UTILIZED IS' M' BY ;10rn 'a's r �'� ' 1. ..� : i...: •, .,; . : i , .::� :% !�:. . ; �::: 4 • @ ALL CORNERS , 1` , SHEATHING LOCATION MAXIMUM AIL SPACING AF&PA USING PRESCRIPTIVE DESIGN METHOD pW�U- FOR 8d COMMON NAILS 110 mph ISN 120 mph OND 2. AVERAGE DEAD LOADS NOT TO 1131 4 2 k' Simpson Strong -Tie E F E F EXCEED 15 LBSf F FOR THE COMBINED ROOF AND S� r.,,�T Stud to Band Joist E of Q 1 f 2 4 PERIMETER EDGE ZONE 6 6 s s AND CEILING ASSSEMBLIES (ON A HORIZ. PROJECTION) STEPPED FOOTING AS iREQ'D. @ 16"oc OR 10 LBS/SF FOR FLOOR ASSEMBLIES 1 INTERIOR ZONE 6 12 6 12 I ON 2 MAX_ - TYPICAL Bp USE DEAD LOAD (PSF) SPI F; two H4 3 GABLE END WALL RAKE 4 4 4 4 EXTERIOR LIGHT -FRA ED WOOD WALLS 15 DID_ RONALD KUOPPALY E -NAL SPACING AT PANEL EDGES (IN.) INTERIOR LIGHT -FRA ED OOD ALLS oID A R C III TE CTUR F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN CONCRETE WALLS 6 THICK 85 518" DIA. ANCHOR BOLTS H2.5 THE PANEL FIELD ° @ 36"OC (12" FROM CORNERS) FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER nEQUtRED PROVIDE 3X3" BASE PLATE EA. ANCHOR BOLT EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF MAI NAGE INSPEC'i IONS a 5.1560 before @ H8 THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE Contact TOS Engineer Engine S Certification .ACC PT��LE ATTACHMENT REQUIREMENTS SHALL BE USED 1�ed to Code. P.O. Box 427 Massapequa, NY 117_' . R Provide EnB Mst>a Simpson Strong -Tie _-•, `>.dtainace has been Tel516-797-9317 Fax 631-592-94( PLAN Sill Plate to Foundation - A @each stud OCCUPANCY OR U CEDARS GOLF CLUIE TYPICAL SLA5 ON G ZADE FOUNDATION USE IS UNLAINFU o j� �i! 305 Cases Lane Extention Cutchouge, NS 't WITHOUT CERTIFICATE OF OCCUPANC &_NO OI II NOUS LOAD FA I H DI7`--'tGRA I ' i �� Drawing Title: o NOTES ,AND PL,AI�IS SCALE � COMPLY WITH ALL CODES OF A NEW YORK STATE & TOWN CODES p ZASREQUI ED AND CONDITIONS OF z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA a or SOMOLDTOWNZBA IX Date: 11 MARCH 2014 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR ICE BARRIER FLOOD iae o scale: AS NOTED SNOW DESIGN FROST LINE DESIGN FREEZING UNDERLAYMENT HAZARDS x Drawing No. LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY TEMPINDEX REQUIRED DEPTH ( X15 -$ES '000t;�LP wo 20 PSF 120 MPH C SEVERE 3'-0' MOD. TO SLIGHT TO 11' 599 YES �.v" o HEAVY MODERATE � � U k i=>,4 i;;;;ZT WEE S T E L E VA T i C:)N SCALE= 1/4" = 1'-0" J I U T 4-4 I I ------------------- I I ----- ------------------------------ UT4-4 EE L F- VAT I ON SCALE: 1/4" = 1'-0" %ILING SOD Fo MDING G GRA C RAILING �," WOOD FASCIA W/ ALUM- GUTTERS OD SIDING TO MATCH EXISTING TYPICAL ROOF 2 -PLY TORCH APPLIED ROOF 3/4" EXPOSURE 1 PLYWD 2"X12 ROOF RAFTERS Q 16" OC - D/81, TYPE "X" GWB TYPICAL EXT_ WALLS WOOD SIDING TO MATCH EXIST. TYVEC 5/8" EXPOSURE 1, C/D PLYWOOD R -M FIBERGLASS INSULATION 2"x6" STUDS Q 16" O.C. 5/8" TYPE "X" GWB PVC RAILING PITCH ROOF 1/4" PER FT. R-30 INSULATION 2 -2 "x6" TOP PLATE 5/8" TYPE "X" GWB NEW cW ADDITION � 2 "x(o" SOLE PLATE FLASHING 1"X6" WOOD FASCIA /vE,3AC< W/ ALUM. GUTTERS PRIMED \I". CONT_ SCREENED SOFFIT VENT FA 2"x6" PRESSURE - ATE 2�-011 R-2.5 RIGID INSUL. WW/ANCI�-iOR BOLT5 EXISTING GRADE TYPICAL LOOK SLAB _ CLEAN SAND FILL -MACHINE TH EXIST. • • ;`f. COMPACTED IN 12" LIFTS ------------------- FULLY WATERED IN 12" POURED CONC. FOUNDATION WALL —� I (� — W/ (2) -*4 REBARS CONT. - TOP AND BOTT. I I I r III ISTING GRADE I 4" CONC. SLAB W / 6"x6"-W.14xWi.4 W.Wr-. + 6 MIL. POLY VAPOR BARRIER ON A 4" MACHINE COMPACTED SAND BASE AND SUS -SASE (::S� C� 1011 SCALE: SCALE: 1/4" = V-0" -L -� �lco�)N ,�FtED ARIKC Z ? �2�1131 C\NE STAB