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HomeMy WebLinkAbout31588-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31854 Date: 09/28/06 THIS CERTIFIES that the building ACCESSORY POOL CABANA Location of Property: 5270 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 8 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 18, 2005 pursuant to which Building Permit No. 31588-Z dated NOVEMBER 9, 2005 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 ALTERATION OF AN EXISTING ACCESSORY SHED TO A NON -HABITABLE POOL CABANA WITH OUTSIDE SHOWER AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5738 DATED 9/1/05. The certificate is issued to CHARLES & KATHLEEN WATSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL NO. 110961C 08/28/06 PLUMBERS CERTIFICATION DATED 09/12/06 PIPES PLUS, INC. Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT I' 111E I A TOWN HALL Q 765-1802 t APPLICATION FOR CERTIFICATE OF OCCUPANC�— This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 7— New Construction: Old or Pre-existing Building: / X (check one) Location of Property: 317 0 /"k v Id� /�Oaa� � Cfi FGNoS G{ House No. / Street / Hamlet Owner or Owners of Property: Cryoril t Il441eeg (i1g 7`5Oy1 Suffolk County Tax Map No 1000, Section AfIJI Block .. g Lot Subdivision Filed Map. Lot: n Permit No. 3/ S8? Date of Permit. Applicant: BOvlegm of ?1ornnin,S Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ t'R�er, X163-� Cod 318 s Final Certificate: (check one) 4%licanftignature APPCALS BOARD MEMBERS 4 Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon so�ryO� °�y00UNT1,�" http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 BOARD OF APPEALS (— TOWN OF SOUTHOLD .a 2 s 2005 Tel. (631) 765-1809 • Fax (631) 765-9064 __a L__ %AJ J nLD INDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 1, 2005 ZB Ref. 5738 — CHARLES and KATHLEEN WATSON Property Location: 5270 Nassau Point Road, Cutchogue CTM 111-8-18 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 29,600 sq. ft. parcel has 101.09 feet along the west side of Nassau Point Road, 283.29 feet along the southerly property line, and 100.46 feet along the rear lot line, as shown on the November 10, 1999 survey prepared by Joseph A. Ingegno and April 27, 2005 site map, amended May 9, 2005 by Boulevard Planning East, P.C. BASIS OF APPLICATION: Building Department's May 12, 2005 Notice of Disapproval, citing Section 100-33, in its denial of a building permit concerning new plumbing in an accessory building proposed as a pool cabana, instead of an accessory storage shed without plumbing requested under Appeal No. 5640, and in a location at less than five feet from the rear lot line. Under Appeal No. 5640 the location of the as -built accessory storage shed on the plans as submitted without plumbing, was approved at 4.4 feet from the rear lot line instead of the code -required five feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 18, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: j AREA VARIANCE RELIEF REQUESTED: The applicants wish to add a small J sink and an _QuWgQ6§ha&eL10 an existing accessory building, proposed to be altered for use as a cabana next to The existing in -ground swimming pool, instead of a shed shown on applicant's Project Plan #0414 dated 8-12-04 prepared by Boulevard Planning East, (which plan was approved under Aooeal No. 5640 with the CONDITION that uca of the chord Shan ramain a cessory and non -habitable). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 — September 1, 2005 ZB PIM Ref. 5738 — C. Watson JCTM 111-8-18 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The as -built storage is one-story, 10 feet in height, and measures 11 ft. 4 in. by 22 ft. 3 in. The applicant proposes to alter the shed for an accessory cabana, related to use of the existing swimming pool. The building is designed with one garage door and will not be used for sleeping or living areas. Except for a small wet sink and outdoor shower, the building will not contain major plumbing. Although the northwest corner of the shed is conforming at 7.7 feet from the closest lot line, the southwest corner of the shed requires a variance of 7.2 inches for a 4.4 ft. setback. The applicant confirms that the use of the building will remain as an accessory, separate and incidental to the dwelling, and that it will not be used for sleeping or living, and will not be rented in any manner. There are other similar accessory structures in the neighborhood. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The building is existing at 4.4 feet from the property line at its closest point. 3. The variance granted herein is not substantial request filed, under Appeal No. 5640 (Grayson), code -required five (5) feet from the property line There is no substantial change from the original which granted relief at 7.2 inches less than the 4. The difficulty has been self-created in that it is the applicant's desire to alter the original request to add a wet sink and outdoor shower to this building, and 6' x 6` addition at the opposite end for storage of pool equipment which will conform at greater than the code setback requirement of five feet. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The relief requested is minor and does not change the use of the building, proposed as an accessory. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and small storage area for pool equipment, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Simon, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the 4-27-05 plans Al A2. 83. amended 5-9-05 by Boulevard Planning East, P.C. subject to the following CONDITION: That use of the accessory building shall remain accessory and non -habitable. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly 5% Page. a — September 1, 2005 17B File Ref. 5738 — C. Watson CTM 111-8-18 addressed in this action. Vote of the Board: Ayes: Members Oliva (Cha' o n), Qrlando, Dinizio, and Simon. (Member Goehringer was absent.) This Resolution was Jy - Vincen Orlando, Vice Chairman 9/ 23/05 Approved for Filing Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 MEMORANDUM BUILDING DEPARTMENT TOWN OF SOUTHOLD TO: The Southold Town Zoning Board of Appeals FROM: Damon Rallis, Permit Examiner, Building Department DATE: May 5, 2005 CLARIFICATION NEEDED Project: Grayson/Watson Location: 5270 Nassau Point Road, Cutchog_ue SCTM# 1000 — Section 111 - Block 8 - Lot 18 Fax(631)765-9502 Telephone (631) 765-1802 The above referenced property was issued a variance on February 3, 2005, for an "as built" accessory shed/garage with insufficient rear yard setback. The applicant has now applied for a building permit to convert the existing garage/shed to a cabana/pool house, which includes interior plumbing as well as alteration work on the garage door side (where an insufficient rear yard setback exists). It is our contention that, as the decision reads, is for a garage/shed only and there was no mention of a pool house or cabana. #6 in the reasons for board action states: "Grant of relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory shed..." Furthermore, the decision states that the she "will not contain... plumbing." Please advise as to whether or not the new plan satisfies all of the requirements of the ZBA decision. For your information, I have attached a copy of the board's decision as well as a copy of the new construction plans submitted to this office. I respectfully request that you return this set of plans with your response. Thank you. Cc: file Damori Rallis FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31588 Z Date NOVEMBER 9, 2005 Permission is hereby granted to: C WATSON 51 OXFORD ROAD ROCKVILLE CENTRE,NY 11570 for : ALTERATION OF AN ACCESSORY TO A NON -HABITABLE, POOL CABANA AS APPLIED FOR PER ZBA DEC #5738 (NO HEALTH DEPARTMENT IS ON FILE) at premises located at 5270 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0008 Lot No. 018 pursuant to application dated OCTOBER 18, 2005 and approved by the Building Inspector to expire on MAY 9, 2007. Fee $ 75.00 4;t �- � 6 � � I Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/28/2006 375 Dunton Avenue 110961C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Charles Watson Street: 5270 Nassau Point Road Zip: 11935 Town: Southold Village: Cutchogue Section: Block: Lot: Contractor: Ice Electric (L) Lic. # 4586-E Was examined and found to be in compliance with the National Eleotdc8l code. ❑ Commercial ❑ NV Defects ❑ Pool Jc❑ 1st Floor X Indoor ❑ Basement ❑ Hot Tub © Residential ❑ Det Garage ❑ Attic ❑ 2nd Floor Xj Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 3 8 5 3 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Fumace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment 1- 30 Amp Hot Water Heater Disconnect, 1- ub Panel r I�I FHOLD JZ41 Hugo S. Surdi President Rough Inspection: Inspector: Final Inspection: 08/23/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Sep, 12. 2006 10:24AM No. 0728 P. 2 To" IioUrS90" Msls ked P.O. Baot 1179 Sow6ekl, x4W York 11971•1119S'tl MU"INO WARTMEW TOWN OF SOUTHOLD CERTIFICATION Date: df —/Z - 0 6 Building Permit No. 3 1 X8814 Owner: (Ar////C 5 _ W4 15 on (please print) Plumber: Ajolel P/v5 1 h d. _ (please print) r-ak (A1Q dS-I y Td*hone (01) us -lo 2 I. certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of�'20-0t Notary Public, Mv&k ounty STACEY K FISCHER Notary Public, State of New Y58 o k I:Iffited nt Nassau Courtly ,/i Commleaton Exptres August 2s, 20 fiy a APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlanoo James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 3, 2005 ZB Ref. 5640 — Barry and Kate Grayson Property Location: 5270 Nassau Point Road, Cutchogue; CTM 111-8-18 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax(631)765-9064 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 29,600 sq. ft. parcel has 101.09 feet along the west side of Nassau Point Road, 283.29 feet along the southerly property line, and 100.46 feet along the rear lot line, as shown on the August 12, 2004 map prepared by Boulevard Planning East, P.C. BASIS OF APPLICATION: Building Department's September 3, 2004 Notice of Disapproval, citing Section 100-33, in its denial of a building permit for an as -built accessory storage shed located 4.4 feet from the rear lot line instead of the code required five feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 20, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests a variance concerning the location of an as -built accessory storage shed, the comer of which is located 4.4 feet from the rear lot line at its closest point, instead of the code -required minimum of five feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The as -built storage shed is one-story, 10 feet in height, and measures 11 ft. 4 in. by 22 ft. 3 in. The shed is designed with one garage door and will not contain any domestic sleeping or living area, plumbing or heat. Although the northwest corner of the shed is conforming at 7.7 feet from the closest lot line, the southwest corner of the shed requires a variance of nine (9) inches for a 4.4 ft. setback. Page 2 — February 3, 2005 ZB Ref. 5640 — Barry and Kate Grayson CTM ID: 111-8-18 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance. The existing accessory shed has been on this site since the early seventies and was an oversight when initially constructed. 3. The requested area variance is minimal and represents a 9 inch reduction in the setback, or 14% reduction of the code required five feet. 4. The difficulty was self-created when the property was purchased without acquiring a certificate of occupancy for the shed. 5. No evidence has been submitted to suggest that this minor variance will have an adverse impact on the physical or environmental condition in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory shed, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Chairwoman Oliva, to GRANT the variance as applied for, as shown on Project Plan #0414 dated 8-12-04 prepared by Boulevard Planning East, subject to the following CONDITION: That use of the shed shall remain accessory and non -habitable. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Dinizio, and Simon. Absent was Member Goehringer. This Resolutionw" duly adopted (4-0). Ruth D. Oliva, Chairwoman 2/ Approved for Filing 315yx�z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATI [ ] FRAMING/ STRAPPING [� FINAL�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE SPECTIO REMARKS: DATE �' r d 6 INSPECTOR 31-5-rg z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7r � � p INSPECTOR � �� FIELD INSP' TION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- A.: FOUNDATION (2ND) F�, ROUGH FRAMING & PLUMBING 0 INSULATION PER N. Y. STATE ENERGY CODE S�+ d y Z FINAL ( L n IV ADDITIONAL COMMENTS v ' — S Ao 6,.e r> 0 \d. 11-a 11, ; U• �3 C7 O � z y x d m b y Boulevard Planning East, PC. dk kArchitects • Engineers • Construction Management www.blvdplan.com ■' 32645 Main Road Phone: 631.734.2011 Cutchogue, N.Y. 11935 Fax : 631.734.2276 July 11, 2006 Southold Building Department Town Hall 53095 Main Road Southold, N.Y. 11971 - 0959 Re: Watson Pool Cabana, Permit # 31588, 5270 Nassau Point Road, Cutchogue, N.Y. To Whom It May Concern, I hereby certify to the Department of Buildings of the Town of Southold that I have inspected the above locations; I have supervised the preparation of the building plans as per State Education Laws; and I have determined to the best of my professional knowledge and belief that the structural elements are safe and that the foundations, framing, windows, roofing, siding, high wind strapping, insulation, and rough plumbing were installed in conformity, with the filed building plans, the New York Residential Building Code, and generally approved construction practices. If you have any further questions, please feel free to call me at any time. to Y /1f a, i. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Disapproved 200 20 0 5 , f , > 20_07 i'6,ZooS�� I�' f 05 BLDG. DEPT. S JTHOi..D BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. _3 /8 La4z�� Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Boardapproval Survey Checker / 9 17 Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date — 3 1/ 19 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 months. 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 Wvs, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal ordetnoiition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, andre lations, and dmit authorized inspectors on premises and in building for necessary inspections. igi ature of applicant or name, if a corporation) 3144,r Avis lot 6,"1 v -e (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 4,hgl-l05 4 /I *t -�,/ 1,C to VVI 150, j (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) Hamlet Section i Block 8 Lot 19 Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 6ar.L S -G b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ¢ 4. Estimated Cost ./+ J�Q� Q � (J Fee (Description) (To be paid on filing this application) dwelling, number of dwelling units IVI,# Number of dwelling units on each floor If garage, number of cars D 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 12, 3 Rear 2 Z , 3 Depth 11,4 Height Number of Stories I Dimensions of same structure with alterations or additions: Front 2 2, 3 R�.4 28, 3 Depth //, ¢ Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front / (% / Rear 10 O Depth 2 8 3 10. Date of Purchase Name of Former Owner,,//O h %i�/5 11. Zone or use district in which premises are situated �— y 44 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO n 13. Will lot be re -graded? YES Ni Will excess fill be removed from premises? YES_ NO—A 14. Names of Owner of premises Wx ASP n Address S/ 441 Rai, RVa Phone No. Name of Architect 8l+d Pla"1 2 Ea5>I Address 51!457 Alpin /Cot Phone No 73 4-20/) Name of Contractor H/ui1 snni-a k*sv4 Address Phone No.73 4 - �2011 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * 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. STATE OF NEW YORK) SS: COUNTY OF ) I\ D 6-11 LCha C/ / being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the , 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. Sworn to a re y eflu.�� 20 19 JOHN E. UMPF ARY PUBLIC, State of New Yak ° :y No. 4656996 r' Qualified in Nassau CounDi 41,C -' Term Exolw hme 23. n -- ' Ap i Ile r) ir'`-Ti h /f Tri` 17 f-` Ti T- 'AW Applicant! . Owners Name: -n- ' K . G1 Date. la ArchitecU Cngirleer:. — ___ Qate: Submitted: LO�f��� SCTM #: Oistrict: 1,400 Section: !I l Block: 1.011 Project I..ocation: ��. 0 ubdivision �,� arrte: _ ..,_ ,__� Single 8-, Separate Required cemirA.Catiow e I No _ �p Req laaint MvficC 11.01 Size: 9DCDt77 Acmal:�%9 �' ltcy. J r (Lo( coverage 1 d 1N-opsed ✓ (l roar 1`ard Proposed: �) (Side Yard Proposed:_1 (Rear Yard _ Proposed Project Description: ct�o-r► REQUIRED FOR RE VIE N.A.A. N YES Number Suffolk County Health Dept. 1 Now York State. D. E. C. Town Twste�s Town Zoaing Board approval: 7� Town Plimdng Board approval: �. Flood.Plane Elovadon M Flood zone:-� SURVEY OF PART OF LOT 145 MAP OF AMENDED MAP A OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-08-18 SCALE 1"=20' NOVEMBER 10, 1999 AREA = 29,600.24 sq. ft. 0.680 ac. LOT 151 R ••- :I N 78_3620„ 'q 9 EVERGREFNB F'1 ENCE 0.7E N. OBN. ta 9 � H CANS M C1WN IJNN FVIa N 2.0 W000WNI- m a cyi � N m pp OPNEWAY 4 N 15PH,yT Z u'�7L ICL WIPE FENOE TJW CpNc a y.,pNE PATO � 4 g JT � E BPK'.K PATIO E L F ,E SSL Z 't� BOCK r, 0 y tout. ON ,B' BRICK FA90 m LL m O lry�t 1 Y FENCE n. � 'd 5fEPR Q ;a FEIL Hlg 0.1'E EVatGREENB s, 5 7a�36+20 W pART OF LOT 144 146 LOT 6�fk �Kw WNx pART OF LOT 145 CERTIFIED TO: BIG APPLE ABSTRACT Corp. TITLE No. BAM 18488 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY STEVEN LEDERMAN Wppp FENLE ENCS 0.95 PART OF LOT 144 LOT 144 VDl l COVER 283 29, BUIRR�DINC Ln R o' :I L �A 'q 9 O F'1 ta 9 � H Ya a 2.0 W000WNI- m a cyi m pp OPNEWAY 4 N 15PH,yT CERTIFIED TO: BIG APPLE ABSTRACT Corp. TITLE No. BAM 18488 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY STEVEN LEDERMAN Wppp FENLE ENCS 0.95 PART OF LOT 144 LOT 144 VDl l COVER 283 29, BUIRR�DINC Ln o N W rn � O F'1 ta 9 � H a O Q ICL DUN CONIC $AY ROAD LITTLE PE PINNED N A000111M E WIN 71E N ommm Fall TIRE SAM" AX emws K TIE LLMA AND MAO.m N AOOPIPO M SUCH U N1ML TIE NEW Awl SWE mu Iwo N.Ya Lk. No. 19666 ALIIFRea ALTOwIw all AOwNN TO TLLA OLK" A A VNLXNN OF 9ECM 7909 OF = NN Yua !FATE ED9CANII LAW. Opo p TIO NN NOT rAIWA TIE lNO P9a0 SAIL DA 9LA0.T>m LN SHALL NOT w oN� TO FE A W TINE COI/. COUPWO A Fwaam HOMM AWL AA M ID TIE !!1X1011 IaR TAw TIE EIAARr XI FlNPMLO. Aw aN Ie eXWF tX TIE a11E COIWFW OO/RwNN9i ARa1X AIA To im NAII1inON F W INI M eyl TO 9E A9Ra®p TIE INOF aFEN TNNIL aORFIOXIaa AK 1101 7RN6FNIXIE 1NE EKWENCE OF MOM OF WAY AND OR iA9ElEf115 p E . NDT 311071N AIS NOF oseph A. Ingegn Land Surveyor 11W amwap - &" *km - Sb Plan - Mm&ta6w Lglaut M10NE (316)727-2090 Fax (516)722-5663 0FIRM L=10N 1 R I10 AAr LAIIW AOONESS PAL On 163 AaAhopw. Nw Ya1931 mtoW. New Yak111901 N �78736,20 E FENT' DYE � o 0 r Z EA OF OVERtlEAO zGOu NEW UTILITY ROOM FOR POOL EOUIPI'MENT FENCE 4 � � _ 3Z 25 Cn15T1NG DEG, WIRE FENCE DO 24. O' 5" PATO 1 CONC m BRICK PATIO IV W AI.� TO ff w 8. 2 2A. O' REMOVED l0 O w I m g F BRICK PATIO �� wn00 FENCE FENCE 0'YE EyEROREENS CNNN DNK 5 X5:56120 W LOT g6 309.251 pART OF LOT I �TLMOPOU I FRONT YARD SETBACK C O I Q 'UDU74 POLE OVERHEAD'VARE5 �u�TS PART OF 94T LOT PLOT PLANT b rn O /CONI, COVER {/ AIR .71 283.29, C N N N DRAIN TTLE PgCONIC LIgAY READ IPERTY RETAINI STnRM WATER RU PUlib!. , SECTION OF THE fU �uuE. 451 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TI CODES OF NEW YORK STATE. CERTIFInnTION OF NAILINI -&I ,'dIdCCTION REQUIRED. UNDER,,.---- ----•� { CA' � OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAI OF OCCUPANCY ,'IPPROVED AS NOTED DAT: II S S.P.S FEf _9f— BY:cx/ C" NO - U:ING DEPARTMENT AT 76. ±"" .'0 4 PM FOR THE FC °ECTIONS: TWO REQUIRED I CONCRETE 2. F ,AMING & PLUMBING 3 I. 4 °15TFIUCTION MUST EIF FOR C.O. ALL C ;TFUCTION SHALL MEET THE RI d".TS OFTHECODESOFNEW Y0 1 STATE. NOT RESPONSIBLE FOR DESI6IV OR CONSTRUCTION ERRORS. PROPOSED POOL CABANA TO THE WATSON RESIDENCE 5270 NASSAU POINT ROAD CUTCHOGUE,NY S.C.T.M. # 1000-111-8-18 REVISIONS DATE; o � W ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 m m m I n Y ym N 9 �TLMOPOU I FRONT YARD SETBACK C O I Q 'UDU74 POLE OVERHEAD'VARE5 �u�TS PART OF 94T LOT PLOT PLANT b rn O /CONI, COVER {/ AIR .71 283.29, C N N N DRAIN TTLE PgCONIC LIgAY READ IPERTY RETAINI STnRM WATER RU PUlib!. , SECTION OF THE fU �uuE. 451 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TI CODES OF NEW YORK STATE. CERTIFInnTION OF NAILINI -&I ,'dIdCCTION REQUIRED. UNDER,,.---- ----•� { CA' � OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAI OF OCCUPANCY ,'IPPROVED AS NOTED DAT: II S S.P.S FEf _9f— BY:cx/ C" NO - U:ING DEPARTMENT AT 76. ±"" .'0 4 PM FOR THE FC °ECTIONS: TWO REQUIRED I CONCRETE 2. F ,AMING & PLUMBING 3 I. 4 °15TFIUCTION MUST EIF FOR C.O. ALL C ;TFUCTION SHALL MEET THE RI d".TS OFTHECODESOFNEW Y0 1 STATE. NOT RESPONSIBLE FOR DESI6IV OR CONSTRUCTION ERRORS. PROPOSED POOL CABANA TO THE WATSON RESIDENCE 5270 NASSAU POINT ROAD CUTCHOGUE,NY S.C.T.M. # 1000-111-8-18 REVISIONS DATE; F BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvd lan.com PLANSANDSPECIFCATIONS ARE INSTRUMENTS OF SERVICERE THE PROPBRTY OF BOULEVARD PLANNING EAST P C.NGEMENTS WILL BE PROSECUTED L _(EO SRC DATE: 4-27-05 DR. BY: R W L SCALE: AS NOTED y CHKD: J.S. PROJECT NUMBER SHEET NLIA4BER 0510 SP -1 Ln 1 �n 1 FILL IN CONCRETE FOUNDATION UNDER EXISTING OPENING FOR GARAGE DOOR PIN EXI'15�"ING M-UND. TO NEW W/ @ I G' O.C. VERT. GkC)UT 5601) W1, E{I'QW GROUT {T1"P. ALL LOCATIONS) � u U7 lD Lu Lu O - N 14" DIA. x 3'-0" DEPTH P.C. FOOTING FOR COLUMNS ABOVE (fYF. OF ALL) 1 7-211 4 71-411 FOUNDATION PLAN SCALE: 112" = 1'-0" SPACE LL " ----- ------� -- — —— — —— "OUNDATION FOR OUTDOOR COOKING AREA I-- - - - - ---- NEW BRICK SHELF TO FEST ON EXISTING FOOTING BELOW -------------- \-EXISTING STONE WALL TO BE REMOVED 7'-2" 1 8'- 1 0'I 1 8'-211 PROPOSED POOL CABANA TO THE WATSON RESIDENCE 5270 NASSAU POINT ROAD CUTCHOGUE, NY S.C.T.M. # 1000 - REVISIONS DATE; BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 4-27-05 4� DR. BY: R W L SCALE: AS NOTED CHKD: J.S. M. PROJECT NUMBER SHEET NUMBER 0510 A-1 SHADED AREA DENOTES EXISTING BRICK * CONCRETE PATIO TO BE REMOVED AND NEW BLUESTONE PATIO INSTALLED FLOOR PLAN 5CALE: 11/4" = 1'-0" WINDOW / EXTERIOR DOOR SCHEDULE WINDOW E51GNATION NO. OF WINDOWS DE5CRIPTION ROUGH OPENING MANUFACTURER COLOR GRILL PATTERN GIRILL 51ZE HARDWARE - NOTE5 A 3 601 6 6'-O" x 8'- I �/8" ANDERSEN WH ITE COLONIAL 7/8" BRA55 FWOGOGBAPLR B 1 6 SCALE: AS NOTED C CHKD: J.S. STONE WALL HATCH TING 235# A5PHALT ROOF 5HINGLE5 OVER 15# ROOF FELT ON 1 /2" PLYWOOD ROOF SHEATHING OVER 2%8 ROOF RAFTERS p I G' O.G. OPEN RAFTERS W/ BLOCKING INSERTED AT PLATE 1/2" PLYWOOD 5HEATHMG W/ FELT UNUERLAYMLN 20 S1UD5 0 I G' O.C. W/ MIN P. 13 BATT IN5UL I/2'GYP BD FIN CERAMIC TILE FLOOR MUD UNDERLAYMENT W/ RIENFORCING WIRE FOR CERAMIC TILE FINISH - I� x 9} MICRO -LAM 5TRUCiURAL RIDGE TONGUE B GROOVE BEADBOARD FIN15H ON INTERIOR WALL5 1 BUILDING 2 5CALE:1/4" = 1'-0" TION PROPOSED POOL CABANA TO THE WATSON RESIDENCE 5270 NASSAU POINT ROAD CUTCHOGUE,NY S.C.T.M. # 1000-111-8-18 REVISIONS: DATE: FOP. PERMITS 5-9-05 FORBIDDING 8-31-05 A5 PER CLIENT CHANGE5 5-13-05 A5 PER BLDG. DEPT. 10-25-05 BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvd lan.corn THESE PLANS AND SPECIPCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P C INFRINGEMENTS WILL. BE PROSECUTED. DATE: 4-27-05 DR.BY: RWL 1 6 SCALE: AS NOTED �A- CHKD: J.S. PROJECTNUMBER SNEETNUMBER 0510 A-2 FRONT ELt ATION SCALE: 1/2" = I'-0" REAR ELEVAT f u RIGHT SIDE ELEVATION SCALE: 1/2" = I'-0" L LEFT SIDE ELEVATION SCALE: 1/2" = P-0" PROPOSED POOL CABANA TO THE WATSON RESIDENCE NASSAU POINT ROAD CUTCHOGUE, NY IS.C.T.M. # 1000- I REVISIONS DATE; BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 1193S Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvdplan.com THESE PLANS AND SPECIFCA'FIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST PC INFRINGEMENTS WILL BE PROSECUTED, 1�? DATE: 4-27-05 DR. BY: R W L SCALE: AS NOTED CHILD: J.S. PROJECT NUMBER SHEETNUMBER 0510 A-3 GENERAL NOTES I CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLAN5 AND MAKE WORK AGREE WITH SAME 2 CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE I OWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) 3 CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS. ETC , FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 4 ALL WORK SMALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF 5OUTHOLD 5 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH DISAGREES WI'I H THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM G DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS 5UPERCEDE SCALED DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS Al OBSERVATIONS OF THE CONSTRUCTION 7 DRAWINGS AND SPECIFICATIONS AS INSTRUMENT'S OF SERVICE ARE AND 5HALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS I'O TH15 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 8 LX15TING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS I AKEN DN 04/ 1 7/03, ALL DIMENSIONS ARE BASED UPON VISUAL OBSERVATIONS ARCHITECT MAKE5 NO REPRE5EN TATION A5 TO THE STRUCI URAL INTEGRITY OR CODE COMPLIANCE OF CON5TRUCI ION NOT VISIBLE ON ABOVE DATE. FOUNDATIONS GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXIST ING 2 FILL AND BACKFILL MAI ERIAL OBTAINED FROM ON-SITE CUTTING OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION 51T1 (BORROWED). 5HALL BC CLEAN SAND, GRAVEL, EARTH, OR A MIXTURE OF THESE CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR. INCHP5 3 COMPACTED FILL UNDER SLAB ON GRADE SHAT BE WELL GRADED SAND OR "DANKRUN" GRAVEL FROM SITE OR SOURCE APPROVED BY THE ARCHI I ECT AND APPROVED A SUITABLE BEARING MAI ERIAL FOR THE PI.IRPO5E OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING CAPACITY TO BE TWO IONS PER SO. T 4 ALL FOOTING5 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER 50.FT AND SHALL HAVE A MINIMUM OF 3'-0" OF COVER 5 ALL CONCRETE SHALL BE 3500 P51 CONCRETE @ 26 DAYS WOOD FRAMING I . DESIGN LOA05, FIR5T FLOOR - 409/5F LIVE LOAD ROOF - 30#/SF - LIVE LOAD SECOND FLOOR - 30#/5f LIVE LOAD CEILING - 3C#/5F - LIVE LOAD 2. DESIGN TIMBER 51 RE55 - DOUGLAS FIR SOUTH, NO 2 GRADE FB = 625 P51, E = 1.200.000 P51 3 ALL HEADERS SHALL BE (2) 2"X6" @ 2'X4" WALLS # (3) 2"X6" WALLS @ PNG" WALLS UNLESS NOTED OTHERWISE 4 ALL HEADERS SHALL BEAR ON 4"X4" POST @ 2"X4° WALL5 OR TX6" P05T @ 2'XG" WALLS UNLESS NOTED OTHERW15E 5 ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM I'HE FOUNDATION TO THE ROSE TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES 6 FASTENERS AND CONNECTORS TO FLOOR BCAM5 AND BRACING SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE THE ABILITY of THE STRUCTURE TO RF515T WIND EFFECTS 7 ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANGNORS, AND TRU55 PIATES ARC TO BE HOT DIPPED GALVANIZED 8 GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH BLOCKING ON 2 -FOOT CENTER -5 BETWEEN THE RAFTERS AT EACH GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING INTERIOR FROM EACH GABLE END. 9 MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMNEY MASONRY, 10 ALL FLOOR .JOISTS 5HALL BE LATCRAI LY SUPPORTED BY BRIDGING OR BLOCKING @INTERVALS NOT EXCEEDING EIGHT FEET I I ALL RAFTER5 5HALL BE ANCHORED TO FRAMED WALL5 WITH "HURRICANE CLIPS' An I G" ON CENTER 12 ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS MANUFACTURED BY TR.US J015T CORP OR EQUAL SIZES AS INDICATED ON PLANS. MICRO -IAM INSTALLATIONS 5HALL. BE IN STRICT CONFORMANCE WITH MANUFACTURERS 5FFCIFICATION5 AND RECOMMENDATIONS 13. ALL METAL JOIST HANGERS AND OTHER. METAL. CONNECTORS REQUIRED SHALL BC "SIMPSON STRONG -T T CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS @ CONNECTION POINT'S INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACIUR.ERS SPECIFICATIONS 14 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OFENING5 15 PLYWOOD DECI'JNG SHALL 5E EXTERIOR GRADE PLYWOOD 51MP50N 5TRONG-TIE C51G CONNECTOR n U5E 22 - Od x I/7 GALVANIZED NAILS PROVIDE MINIMUM I" END D15TANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END NOTE STRAP 11175 TO BE PLACED AT EVERYTHIRD 5TUD TYPICAL STRAP TIE DETAIL N T 5 ASPHALT ROOFING I ASPHALT SHINGLES SHALL HAVE 5ELr-5CAL 5TRIP5 OR BE INTERLOCKING. 2 FASTENERS FOR A5PHALT 5HINGLE5 5HALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, OR COPPER ROOFING NAILS -MIN, 12 GAUGE SHANK WITH A MIN.3/8" DIA. HEAD, 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51Y FASTENERS PER SHINGLE, ELECTRICAL I . CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL SERVICE 15 5UFFICIENT TO SERVICE THE NEW ADDMON AND SHALL NOTIFY THE OWNER ACCORDINGLY, ALL ELECTRICAL WORK SHALL BE BOARD OF EIRE UNDERWRITER APPROVED INSTALL AS PER OWNER'S DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND/ORT ANTENNA WIRING IN WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR CEILINGS. VERIFY OUTIPI, SWITCH AND LIGHTING LOCATIONS WITH OWNER PRIOR TO INSTALLATION GLAZING 1. IDENTIFICATION EXCEPT AS INDICATED IN SECT ION 8308. 1 . 1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308 4 SHALL BE PROVIDED WITH A MANUFACTURER'5 OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLA55 AND THE 5AFTEY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 V15ABLE IN THE FINAL INSTALLATION THE LABEL SHALL BE ACID ETCHED, 5NADBIA5TED, CERAMIC-FIREq EMBOSSED MARK, OR SHALL BE OF A TWE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED EXCEPTION TEMPERED SPANDREL GLA55 MAY BE IDENTIFIED BY THEMANUFACTURER WITH REMOVABLE PAPER LABEL TOP OF FLAT "E ELEVATION + I G'-10" LINK# 2 - CDNNECFION OF 6 THE TOP OF WALL LINK# 5 - CONNECTION F HEADER TO ADJACENT - IOR WALL LINK# 6 - CONTE LMN OF WALL Tort RFRAMING FINISH SECOND FLOOR ELEVATION +8'- I U LINK# 5 - CONNECHOT� F HEADER TO ADJACENT 91 TOR WALL RIDGE VENT COIL STRAPPING AS MANUFACTURED EiY " SIMFSION STRONG TIE" U)/ oD NAILS - 1 FOOT FROM EACH uN a6-coOFLOOR wAL TO FLOOR MING SHINGLE RIDGE SIDE OF RIDGE e EACH STUD CA FIN15H FIRST FLOOR �x�AU51 R ELEVATION +OGRADE ASPHALT SHINGL UNK#8-CONNECTION Of WALL \ 1/2" PLY ROOF To FouNDITION� FELT TAPER n \I SHEATHING (TYP.) i RIDGE -1 BOARD RIDGE VENT DETAIL MET DRIP 2• TOP LAP EDGE APFV 4' TOP UP UNDER -A OVER FELT ASPHALT ALONG RAKE �' 1 N\ START THIRD COURSE —START SCCUNU WITH FULL 5TRIP COURSE WITH FL MINUS FIR5T TAB STRIP MINUS 1/2 5U3 NOTE ALL ROOF SHINULUS SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE FASTENERS SHALL DE MIN 12 GABON SHANK GALVANIZED NAILS W1 MIN 3/8r CIA. HEAD TYPICAL ASPHALT ROOF SHINGLE DETAIL COIL STRAPPING A5 MANUF. BY SIMP50N STRONG -TIE TO BE ATTACHED TO EACH RAFTER * PLATE Wl 8d COMMON NAILS TYPICAL RAFTER TIE N.T.S. LINK# I-ATTACHME OF SHEATHING TO ROOF MING 3_ 44croN OF TOP TO STUD 3 - CONNECTION OF TOP SHEATHING TO HEADER CRITICAL LOAD PATH N.T.S. ROOF FTER TIE BLOCKING 2 BAYS BACK @ 4-0" O.C. TIE BLOCKING 2 BAYS BACK @ 4'-0" O.C. TIE BLOCKING 2 BAYS BACK @ 4'-0" O.C. J015T e NAILING 5CHEDULE Wood Frame Construction Manual 1995 SBC High Wind Edition TABLE 3.1 CLIMATIC * GEOGRAPHIC DE51GN CRITERIA TA PEP,P301. (CODE TABLE R30 I .2(I ) l) Joint De5crl 1 n Number of Nails Nail 5 acin ROOF FRAMING 45 P5F. Rafter tp To Plate ( Toe -nailed) 3 - 8D per rafter Cedm Joi5t to Toe Plate'(Toe-nailed) 3 - 8D per 1015t Ceiling Joist to Parrallel. Rafter (Face -nailed) 7- IGD each la CellinCl Joist LaE5 over Partitions (Face -hailed) 7- 1 GD each la Collar Tie to Rafter (Face -nailed) 7- 1 GD per tie Blocking to Rafter (Toe -nailed) 2 - 8D each end Rlm Board to Rafter (End -nailed) 2 - I GD each end WALL FRAMING Top Plate to ToE Plate (Face -nailed) 2 - I GD' per foot Top Plates at Inter5eetions (Face -nailed) 4 - I GD olnts - each side Stud to Stud Face -nailed) 2 - IGD 24" o.c. header to Header (Face -nailed) I GD I G" o.c. alon6l ed es Top or Bottom Plate to Stud (End -nailed) 2 - I GDper 2x4 stud 3 - I GD per 2xG stud 4 - IGD per 2x8 Stud Bottom Plate to Floor oi5t, Band oist, End oi5t or Blockin (Face -nailed 2 - I GD''2 per foot FLOOR FRAMING _ Joist to SIII, Top Plate or Girder (foe -nailed) 4 - 8D per olst briciLlinq to Joist(Toe-nailed) 2 - 8D each end Blockinq to Joist (Toe -nailed) 2 - 8D each end Blocking to SII or Top Plate (foe -Waded) 3- I GD each block Ledcler Strip to Beam (Face -nailed) 3 - IGD each oi5t Jo15t on Ledcler to Beam (foe -nailed) 3 - 81) per o15t Band J015t to Joist (End -nailed) 3- 1 GD per 1015t Band Joist to 501 or Top Plate (Toe-nailed)2 - I GD per foot ROOF SHEATHING Structural Panels 8D G" ed e / 12" field Diagonal Board 5heathin "xG"or III x8" 2-8D per511 ort I " x 10" or wider 3 - 8D per 5L ort CEILING SHEATHING GYPSUM Wallboard 1 51) cooler5 7" ed e/ 10" field WALL 5HEATHING tructural Panels 8D G" ed e / 12" field Fiberboard Panels 7/1 G" GD 3" edge, / G" field 25/32" 8D 3" ed e / G" field GyIq5um Wallboard 5D coolers 7" eciclel 10" field Hardboard 81) G" ed e / 12" field Particleboard Panels 8E) G" ed e / 12" field Dia oval Board 51heathin I"xG"or I"x 8" 2-81) perSupport I " x 10" or wider 3 - 8D per 511 ort FLOOR SHEATHING Structural Panels I " or less 8D G" ed e/ 12" field reater than I" IOD G" ed e / G" field Dia anal Board 5heathin I " x G" or I " x 8" 2 - 8D per Support I " x 10" or wider 3 - 8D per 511 ort 1. Nalhng requirements are based on wall sheathing nailed G" on -center at the panel edge If wall sheathing Is nailed s" on-oeneer ai.n One panel Sage Oo ooiam higher shear capacities, nailing requirements for Structural members shall be doubled, or alternate connectors, such as shear plates, Shall be used to maintain the load path. _..--,.......en_d --h— rh. rabinat A number of maJ5 shall be oermated to be reduced to I - I GO nail per foot. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS"'b'°'d AS PER LADLE 8301 21,2 SOF RAFTER FIRST FLOO FASTENER PANEL5PAN < ANE STUD TO FLOOR TYPE < 4 Poor < G L CONNECTION 2 112, x5 I G^ IT BLOCKING 2 BAYS WOOD 5CREW5 ALL STUD BACK @ 4'-0" O.C. _ I I I z l2° xe WOOD SCREWF GABLE END WALL BRACING N.T.5. < r, 9., 12' b: Fasteners shall be imtalled at opPdsing ends of LhE wood sbvetural panel c: Naib all be I od common or 12d box nmis d. Mere". are attached to moonry or masonrylstucco, th, shall be attached "Hiving nbration,.'Pot anchors hamng a m,mm"m °Ikamitc withdravl rvpeoty °I 490 Pond° PROPOSED POOL CABANA AT THE WATSON RESIDENCE NASSAU POINT ROAD CUTCHOGUE, NEW YORK REVISIONS DATE; CLIMATIC * GEOGRAPHIC DE51GN CRITERIA TA PEP,P301. (CODE TABLE R30 I .2(I ) l) BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS GROUND SNOW LOAD 45 P5F. 3 SEC. GUST WIND LOAD FASTEST MILE I IS MP 00 MPH 120 MPH 00 MPH SEISMIC CATEGORY B WEATHERING SEVERE FRO5TLINE DEPTH TERMITE 3G IN. MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DE51GN TEMP. F. ° F 3° F FLOOD HAZARDS 7-25-78 EXPOSURE D B ICE 5HIELD UNDERLAYMENT YES WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS"'b'°'d AS PER LADLE 8301 21,2 SOF RAFTER FIRST FLOO FASTENER PANEL5PAN < ANE STUD TO FLOOR TYPE < 4 Poor < G L CONNECTION 2 112, x5 I G^ IT BLOCKING 2 BAYS WOOD 5CREW5 ALL STUD BACK @ 4'-0" O.C. _ I I I z l2° xe WOOD SCREWF GABLE END WALL BRACING N.T.5. < r, 9., 12' b: Fasteners shall be imtalled at opPdsing ends of LhE wood sbvetural panel c: Naib all be I od common or 12d box nmis d. Mere". are attached to moonry or masonrylstucco, th, shall be attached "Hiving nbration,.'Pot anchors hamng a m,mm"m °Ikamitc withdravl rvpeoty °I 490 Pond° PROPOSED POOL CABANA AT THE WATSON RESIDENCE NASSAU POINT ROAD CUTCHOGUE, NEW YORK REVISIONS DATE; BOULEVARD PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011 631-734-2276 Internet: www.blvdplan.corn THESE PUNS AND SPECIR'CAMON9 ARE INSTRUMENTS OF SERVICE AND ARE TBE PROPERTY OF BOULEVARD PLANNING EAn P.C. UIFRINGEHRNTS HILL BE PROSECUTED DATE: 4-27-05 DR. BY: T W B ..c 'I R SCALE: AS NOTED CHKD: J.S. Ufi iv5`�fd''S PROJECT NUMBER SHEET NUMBER 0510 A-4