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HomeMy WebLinkAbout29997-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30694 Date: 01/20/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1345 EAST GILLETTE DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 4 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 30, 2003 pursuant to which Building Permit No. 29997-Z dated JANUARY 8, 2004 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5434 DATED 12/4/03. The certificate is issued to BARBARA ANN PAGANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0036 01/19/05 ELECTRICAL CERTIFICATE NO. 90802C 12/28/04 PLUMBERS CERTIFICATION DATED 01/12/05 PAUL J RUPP hori ed Signature Rev. 1/81 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. 29997 Z Date JANUARY 8, 2004 Permission is hereby granted to: B PAGANO (DENICOLA) PO BOX 555 EAST MARION,NY 11939 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR PER ZBA DEC#5434 at premises located at 1345 EAST GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0004 Lot No. 021 pursuant to application dated DECEMBER 30, 2003 and approved by the Building Inspector to expire on JULY 8, 2005 . Fee $ 1, 029 .30 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 .. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY _ -IAN 2 O 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 I � New Construction: + Old or Pre-existing : Building Date. check one) ) Location of Prop0sr G+/1<tt DA. Fi►��/�Mwo� House No. Street Hamlet Owner or Owners of Property: JoS4 ,54k,5cM 1Q54/00 Suffolk County Tax Map No 1000, Section 39 Block y Lot z� Subdivision Filed Map. Lot: Permit No. 29 417 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2-T co X0'7 C1i Applicant Signature �g%3FFO���, �O Town Hall,53095 Main Road Fax(631)765-9502 P.O..Box 1179 Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /I-z--/0 Building Permit No. o? �' g 9 7 Owner: 00 S e h n 4 /(Please print) Plumber: Pa-Pi/ I /! U P � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pluml;drs Signature) Sworn to before me this day of 20 )pL OWENS NO"plift Stde of New York No.30.464.5016 QualMed in Nassau County Commission Expires�N—�; --'-'"' Notary Public, A2440A County (` Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 12/28/2004 375 Dunton Avenue 90802C East Patchogue,New York 11772 (631)286-6642 Issued To: Mr. Joseph Pagano Street: 1345 East Gillette Drive Village: East Marion Zip: 11939 Town: Southold Section: Block: Lot: Contractor: BW Contracting Lic.# 4405-ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor XX Indoor D Basement X Hot Tub ® Residential ❑ Det.Garage X1 Attic X❑ 2nd Floor 91 Outdoor ❑ Addition X Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 34 49 29 9 2/40 9 Dishwasher Washer/Amps Dryer/Amps Oven Range✓Amps Microwaves 1/20A 1 20 1 30 1 50 1/20A Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 /❑D 1 Bldg. Permit: Other Equipment 40A 220V a/c disconnects 1 200amp panel with main breaker Hugo S. Surdi President Rough Inspection: 08/05/2004 Inspector: John McMahon III Final Inspection: 12/23/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. APPEALS BOARD MEMBERS. g1►FF01/►0 Southold Town Hall Lydia A.Tortora,Chairwoman 53095 Main Road Gerard P. Goehringer ie P.O.Box 1179 George Horning Oy 'e Southold,New York 11971-0959 Ruth D. Oliva,Chairwoman �j►�l �a0ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD 2 FINDINGS, DELIBERATIONS AND DETERMINATION s MEETING OF DECEMBER 4, 2003 _ 4 Appl s 54u'_JOSEPH PAGANO �iDp Location: 1345 East Gillette Drive, East Marion; Parcel 38-4-21. S QRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 applicant's 10,000 sq. ft. parcel Is vacant land located on the east side of East Gillette Drive in East Marion, shown as Lot 77 on the Map of Marion Manor. . BASIS OF APPLICATION: Building Department's July 16, 2003 Notice of Disapproval, citing Section 100-244, in its denial of a building permit application conceming a new dwelling with a front yard setback at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on Nvember 20, 2003, 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: Applicant wishes to construct a new single-family, two- story dwelling with variable front yard setbacks at 34.8 feet at the south end of the dwelling and at 30 feet at the north end from the proposed 5'covered wood porch, all as shown on the survey prepared July 7, 2003 by Kenneth M. Woychuk, L.S. 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 proposed setback is reasonably consistent with others in the neighborhood. Only the porch addition will be 30 feet from the front yard, and is designed to architecturally blend into the style of the house, enhancing its appearance from the front of the house. The remainder of the house will be 34.8 feet, or greater, from the front lot line in more conformity with the code requirement for a 35 ft. setback. 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 code requires a 35-ft, front yard setback, and without a Page 2—December 4,2003 Appl. No.5434—Joseph Pagano 38-4-21 at East Marion variance applicant would not be able to construct a porch. Also, the altemate (rear) yard Ibon is not feasible because setback limits will conform to the code, and a reduction would also require a variance. 3. The variance granted herein is substantial and represents a 14.30% reduction in the code's 35 ft. minimum front yard requirement,for a reduction of five feet to allow a 30 ft. limited setback area. 4. The difficulty was self-created when the addition was planned and designed without conforming to the current Town Code requirements. 5. No evidence has been submitted to this board to suggest that this minor variance will have any adverse impact. 6. Grant,of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front porch addition while preserving and protecting the character of the neighborhood, and the health, safety, and welfare of the community. RESOLUTION OF THE BOARD* 'n considering all of the above factors and applying the,balancing test under New York Town La 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly Med, to GRANT the variance as applied for, for a 5' open, covered front porch as shown on the July 7, 2003 survey map by Kenneth M. Woychuk, L.S., SUBJECT TO THE CONDITION that the porch not be enlarged. 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), Goehringer, Tortora, and Orlando. Absent was Member Homing. This Resolutio l=dor Ruth D.Oliva, Chairwoman 12/12/03 Approved for Filing ROBERT HIGGINS ARCHITECT 50 HIDDEN ACRES PATH WADING RIVER, NY 11792 August 9, 2004 Town of Southold Building Department RE; East Marion Cape Diane Fischer 385 North lane, East Marion Permit#: 29997 I hereby approve the use of the Simpson H-2 rafter ties at each rafter as installed in field with 5-8d nails in rafter end and 5-8d nails in stud and 3-10d toe nails in each rafter. a P Thank you very much Robert Higgins architect nenicola 9 20 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/08/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct-Resid. $10.00 Cash Total-Paid: $10.00 Name: DeNicola, Peter 1695 Chablis Path Southold, NY 11971 Clerk ID: BONNIED Intemai ID:86857 T Applicant/ Q Date. Owners Nannie: 'Reviewed: Architect/ Date Engineer: Submitted: SCTM #: d l� District: 1.000 Section: 30 131ock: T Lot: Project /j/f �j/J Subdivision - / Location: l c3� „�: d -�=�G� f�.i/t • Name: %Yy �l ✓ Sin&lc& separate Rcquired ccmfication: / Req. Req. Zoning pislrict: (Lot size: rl't'i� Auual: 1 (lot coverage Req. / . Q' q f Req. (f=ront Yard Proposed (Side Yard -40 Proposed: (Rear Yard Proposed- 1 Project Descri o 3� ''ermit REQUIRED FOR REVIEW N.A. ISL YS Suffolk County Health Dept. J� -�"^ New York State D. E: C. l� Town Trustees Town Zoning Board approval: 9+3 Town Planning Board approval: ✓ T Flood Plane Elevation??? r Flood Zone: !27 Notes: . q r 1 1 r NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%:Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _/ /03 APPLICANT: DATE SUBMITTED:_/_/03 SCTM#DISTRICT: 1,000, SECTION: ,BLOCK: , LOT: SUBDIVISION: It ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recopition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83: REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATERFRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: rxj-DEc 9/ins YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE__I_/_ PERIVIIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE(SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)= SFX$ _$ +$ +$ =$ 2. ( SF)- ( SF)= SFX$ _$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ .=$-+$-+$-=$ FINAL TOTAL: $ • APPEALS BOARD MEMBERS. �yQA Southold Town Hall Lydia A.Tortora, Chairwoman a 53095 Main Road Gerard R GoehringerW e P.O.Box 1179 `C George Horning O 4r Southold,New York 11971-0959 Ruth D. Oliva,Chairwoman 'y�► O`' ZBA Fax(631)765-9064 Vincent Orlando Ol �a Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS --~ TOWN OF SOUTHOLD FI DINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 4, 2003 Appl. = Z)SEPH PAGANO P Location: 1345 East Gillette Drive, East Marion; Parcel 38-4-21. 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 11 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 applicant's 10,000 sq. ft. parcel is vacant land located on the east side of East Gillette Drive in East Marion, shown as Lot 77 on the Map of Marion Manor. BASIS OF APPLICATION: Building Department's July 16, 2003 Notice of Disapproval, citing Section 100-244, in its denial of a building permit application concerning a new dwelling with a front yard setback at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 20, 2003, 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: Applicant wishes to construct a new single-family, two- story dwelling with variable front yard setbacks at 34.8 feet at the south end of the dwelling and at 30 feet at the north end from the proposed 5'covered wood porch, all as shown on the survey prepared July 7, 2003 by Kenneth M. Woychuk, L.S. 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 proposed setback is reasonably consistent with others in the neighborhood. Only the porch addition will be 30 feet from the front yard, and is designed to architecturally blend into the style of the house, enhancing its appearance from the front of the house. The remainder of the house will be 34.8 feet, or greater, from the front lot line in more conformity with the code requirement for a 35 ft. setback. 2. The benefit sought by the applicant cannot be achieved by somemethod feasible for the applicant to pursue other than an area variance. The code requires a 35-ft.�front yard setback, and without a Page 2—December 4,2003 Appi. No. 5434—Joseph Pagano 38-4-21 at East Marion N variance applicant would not be able to construct a porch. Also, the alternate (rear) yard IMon is not feasible because setback limits will conform to the code, and a reduction would also require a variance. 3. The variance granted herein is substantial and represents a 14.30% reduction in the code's 35 ft. minimum front yard requirement, for a reduction of five feet to allow a 30 ft. limited setback area. 4. The difficulty was self-created when the addition was planned and designed without conforming to the current Town Code requirements. 5. No evidence has been submitted to this board to suggest that this minor variance will have any adverse impact. 6. Grant.of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front porch addition 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 Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, for a 5' open, covered front porch as shown on the July 7, 2003 survey map by Kenneth M. Woychuk, L.S., SUBJECT TO THE CONDITION that the porch not be enlarged. 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), Goehringer, Tortora, and Orlando. Absent was Member Homing. This Resolutio s duly dold Ruth D. Oliva, Chairwoman 12/12/03 Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL Date: July 16, 2003 TO: Peter Denicola for Joseph Pagano 1695 Chablis Path E. Marion, NY Please take notice that your application dated July 15, 2003 For permit to construct a new dwelling_at Location of property 1345 E. Gillette Drive, E. Marion County Tax Map. No. 1000- Section 38 Block 4 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction of a new dwellingis not permitted pursuant to Article XXIV, Section 100-244 which states: "This section it intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under Sec. 100-24, are nonconforming&have not merged pursuant to Sec. 100-25." The proposed dwelling situated on a 10,000 sq. ft. parcel, in an R-40 Zone is required to be set back in the front yard, a minimum distance of 35'. The construction survey shows the dwelling to be setback 30' from the lot line. The relief requested is 5'. Lot coverage upon completion will be at 20%. Authorized Signature • 1 -4. �s f TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET y VILLAGE DIST. SUB. LOT 12 &-bofia4n rl�✓t" RSL A No FORMER OWNER N E ACR. 3d S W TYPE OF BUILDING le rye... SC,Am r�.�` _ IES. SEAS. VL r FARM COMM. CB. MISC. Mkt. Value D IMP. TOTAL DATE REMARKS -f6 QQw,7,03/ aoo �i- 3 Goo 606 / 1013< 7e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre TiIiabie 1 Tillable 2 rillable 3 Noodland Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD r -louse Plot DEPTH - 4 BULKHEAD _- total DOCK 765-1802 BUILDING DEPT. INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- 19��=A c.� G DATE--7 f � INSPECTOR w 765.1802 BUILDING DEPT. INSPECTION [ ] 70UNDATION U ATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL I l FIREP & CHI NEY [ ] FIRE SAFETY INSPECTION REMARKS: T1 Aof DATE � INS � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ �OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: Aet DATE fav INSPECTOR E 76g-,802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIQN REMARKS: ��� lam; ,u y v DATE INSPECTOR ��j 710-1802 sun.aNc MPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J-INwTION [ ] FRAMING [V?FINAL I l FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R E.Z-. AA�PS.:. ol DATE � y� m INSPECTOR J In i f 7"-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ I" [ J FIREPLACE A CHIMNEY [ fl E SAFETY INSPECTION REMARKS: z x L f I, t DATE INSPECTOR F, S f COMMENTS FOUNDATION(1ST) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. f, rte! �I J STATE ENERGY CODE �10 ADDITIONAL BOARD OF HEALTH . . . . ... . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . .. . . . . . .. TOWN HALL SEPTIC FORM . . . . . . . . . .. . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . TEL: 765-1802 TRUSTEES . . . ... .. . . . ....... . ... NOTIFY: UV CALL . . . . . . . . . . . . . . . .. . Ecaoiined.......... , 20...� MAIL TO: . . . . . .. . . . . . . . . . . . . . . . . . . . Approved........... .12y. . Permit No. .1.�./.7 ................................... ��Disapproved a/c .� .....P..........:....... .................................. ..... �,.. �gl. ............ . ....(Buildi Inspector).. .. . APPLICATION FOR BUILDING PERMIT s „ i s' Date. . . . . . . . . . . . . . . .. 2G. . . . _.. INSTRUCTIONS t..�w. t }tAr a. This applicatiah,..±..p letely filled in by typewriter or in ink and submitted to the Building Inspector w 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be coimenced before issuance of Building Permit. d- Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS BMW MAIL to the Building Department for the issuance of a Building Permit pursuant to the Bolding 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. ......�'r"'! .................................. (Signature of applicant, or name, if a corporation) .......... (Mailing address of applicant) State whetherapplicantis owner, lessee, agent, arrhitect, engineer, general contractor, electrician, pluuber or buil.de- .............�7u:jl Xlrv,............................................................................................... Nameof owner of premises .... Q ...�R. C.mo............................................................... (as on the tax 11 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........ .. .................................... ................................................... ....�:�.MA2i01l-................................. House Number Street Hi inlet Canty Task Map No. 1000 MSection ......a R..... Block ....9.�.......}. Lot :...�c.�.1......... Subdivision .;!` ��O rte., lam.`Q Q.... Filed Map No. .c2`!M .. Lo -2.......... (Name) 2. State existing use and occupancy of premises and intended use and.occupancy of proposed construction: a. Existing use and occupancy .........�1. �4. ........................................................ b. Intended use and occupancy ...........�.. !:'2 .... a!'►".(-!�.. w� U rh...................... Kepair ............ Removal ............. Demolition ............ Other Work .................................. , ....... (Description) .��,D.,�. . 4. Estimated Cost .... fee ................................ (to be paid on filing this application) If dwelling, number of dwelling units .......!.... Number of dwelling units on each floor If garage, number of cars......��.............................. P. If business, commercial or mixed occupancy, specify nature and extent of each of use...................... �. Dimensions of existi structures, if any: Front.....,.... Rear .... ... Depth Height ...... ......... Number of Stories ......�........... ............... Dimensions of same structure with alterations or additions: Front ............... Rear ............ Depth .................... Height .................... Number of Stories ............... ... Dimensions of entire new construction: Front .... ,,ee��nn '• ..l1lCl...... Rear ...�Q....... Depth �5....... Height .......'V............. Number of Stories .... .............. Size of lot: Front .....I(Q�.......... Year ....Jf1A#4%-' -W—'W I ....�OD /...... 10. Date of Purchase ..................... Name of FornWb&Mi ...... ........................ 11. Zone or use district in which premises are situated ... 5} !':` s..L .......... 12. Does proposed construction violate any zoning law, ordinance or regulation: .......y:e 5........... 13. Will lot be regraded ... le5........... Will exneas fill be removed from premises: 14. Names of Owner of premises .�O�f P�.�A m hO....... Address s 00.0. ► .I�f��. a Ra!'`Plmone No. .............. Name of Architect R j1-- *A!j))C.S.................. Address �. �Q arh"'0"'4 Phone No. 0 33S Name of Contractor ��T�:�: �f l�h............... /��'.... ... Address Ott��.F:�#:.SAGbitt4N' Phone No.��..�....... 15. Is this property within 300 feet of a tidal wetland? * YES .......... ......... *IF YES, SWIHO D 1UM TWSM PEIMT HAY BE REQUIM. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate ihether interior or corner lot. MAIE Or N31 YO W, SS IJI) IT OF ....................... . ..•-. ......................being duly sworn, deposes and says that he is the applicant [Zane of individual signing contract) bove named, L is the ..............4:9.Y� r G d 2................................. (Contractor, agent, corporate officer, etc.) •f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that a.11 statements contained in this application are true to the best of his knowledge and belief; and hat the work will be performed in the manner set forth in the application filed therewith. -guru to before me this ....../. ...... Of .. ... ... o.3.. Notary Public .. ..... .......�.... ... ........... JOYCE M.WIUCINS (Signature of Applicant) Notary Public.State of New York No.4952240,Suffolk County Term Expires Juror 12, ap o3 -r-t - N y{4, SM -d jMSIDE ,NCL FOR A rrnuiVtir,,�,j �•> > 31�,�a 6 }}yy iR . t FARA3.i3t AF "m siloo MS' EXPIRES n PIEE YEARS FROM DATE OF Ap = OVAL QW nW HOLE 1000 2, sr 'oo'G pO We "i r a. a 1 - Tlld *7 f 11 1 +� +Qf'1'Jfi/l ,Qf� O CT ON fror" #c olnsd from others. ��,� j .f♦ ANY A )VAttQMr 4�t Oit1+9� k5 r. W LAW. "OF Jw 4w OF &RVW DOM, Z � ,., _ , r ow ow ELEW MWS TO AN Alt -•Q0 &F � , S.C.T.M. NO. DISTRICT: 1000 SECTION: 38 BLOCK: 4 LOT(S):21 / Q MAY 2 04 61 OG. DErl T WN FS UTHOLD DWELL PUBLIC WATER LOT 76 CL 18.48 EL19.9 EL 19.3 CL 18.1 U) 1~� E 120.5) E (20.0) 35.0' 35.0' A 30.0' w C N 00 "�.. 1.9' LOT 77 r Z II Z w EL 18.0 3.0 ooF 3 w ILO tag E"'4 ooa CQZ V ~� W m 4.0' a "� I W NO � 1.4 PROPOSED cli Uj UjM�1 DRIVEWAY N A o 28.1' W ELO 9.0) ice, EL(19.0) I Cn W EL 17.6 EL 17.6 CL 16.2 CL 18.62 O ELEV. EL 18.0 O n BROWN n LOT 78 WELL SILT SAND 2' co (DWELL) PALE BROWN PSG FINE TO ENCROACHMENTS: COARSE SAND CLEAVES POINT ROAD COVERED PORCH AREA: 111.25 SQ.FT. 9.7' (EXCLUDING STEPS) WATER IN WATER EL 8.3 PALE BROWN MEDIUM TO COARSE CORRECT TIE DISTANCE 05-17-04 SAND FOUNDATION LOCATION 05-17-04 REVISE ENCROACHMENTS 09-12-03 17' THE WA TER SUPPLY, WELLS AND CESSPOOL LOCA7701VS SHOWN ARE FROM FIELD OBSERVATIONS TEST HOLE FROM PREVIOUS SURVEY AND OR DATA OBTAINED FROM OTHERS. AREA: 10,000 S.F. OR 0.23 ACRES FIRM ZONE X ELEVATION DATUM: USC_BC GS -------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 77 CERTIFIED TO: PETE DENICOLA; MAP OF: MARION MANOR FILED: MARCH 18, 1953 AS #2038 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M. ROYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Box S. Mattituck, New York, 11952 FILE # 23-93 SCALE: 1"=20' DATE: JULY 7, 2003 PHONE (631) 298-1588 FAX (631) 298-1686 N. Y. S. LIC NO, 50227 maintaining the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT. 1000 SECTION: 38 BLOCK: 4 LOT(S):21 #R 10-03-0036 DWELL PUBLIC WATER LOT 76 N63"23'30"E 100.00' CL 18.48 EL19.9 EL 19.3 CL) 18.1 I .z W26.7' 04 1/ LP 2e.3' � 20.3 EL 20.0 A z 5.0 5' . 30.o, 35.0 I w LP S Z i o cn 27' �1 34.5' 2 , 1.0, 3 N WATER SERVICE M W I w F LP LOT 77 O z C4 1 9 WOOD STEPS Ca a 3.0 u Q z w a M 24' t?y I d+ + c CID J t c M N f� W O 4 M 3 w CO 4.0 ^ I W o Q. a Z p GARAGE v O J a N nl GF-19.6 V N IA o I BELG. BLK. CURB 28.1' w EL 19.0 7�. EL 19.0 u7 W EL 17.6 EL 17.6 'L 16.2 CL 18.62 S63023'30"W 100.0 I 0 0 LOT 78 WELL (DWELL) 4�lk G� P� ENCROACHMENTS: CLEAVES POINT ROAD COVERED PORCH AREA: 111.25 SQ.FT. (EXCLUDING STEPS) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE oats JAN 1H.S. Ref. No. K iy 03 003(c NEW SANITARY LOC. 01 -12-05 CORRECT TIE DISTANCE 01 -04-05 The sewage disposal and water supply%duties at this location have been FINAL SURVEY 12-02-04 Inspected andior cat tilled by this Department or other agendas and found to be satisfactoryFOUNDATION LOCATION 05-17-04 FOR A MAXIM!!>h OF� BEDROOMS. eu, ` REVISE ENCROACHMENTS 09-12-03 Wafter J. Hilbert,W.E.,(, ,e THE WATER SUPPLY, WELLS AND CESSPOOL Office Of Wastewater Management LOCA1701VS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,000 S.F. OR 0.23 ACRES FIRM ZONE X ELEVATION DATUM: USC_& GS ____________ UNAUTHORIZED ALTERA770M OR ADDITION TO 77-I/S SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM TRE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 77-I£ LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO TRE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 77 CERTIFIED TO: JOSEPH & BARBARA PAGANO; MAP OF: MARION MANOR EMIGRANT MORTGAGE; FILED: MARCH 18, 1953 AS #2038 LANDMARK ABSTRACT ASS. INC.; SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M. NOXCEM L.S. SUFFOLK COUNTY, NEW YORKLand Surveying and Design P.O. Boz 3, Mattituck, New York, 11952 pRONZ (ear) M-1586 FAX (631) M-1568 FILE # 23-93 SCALE: 1"=20' DATE: JULY 7, 2003 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy - - GF`N,Ti�RAL CONSTRUCTIONR NOTES Nailing Schedul6 for lateral and shear connection requirements in Exposure-B&C I 20. Gland openings to wind-borne debris region(areae 22. Design Load Informatlo: _ 1. AN work shelf conform to the 2002 Residential code of 10. No baekBll shall be placed agolust the foundation walla within hurricane prone rc loam within one talk of the a. Ground snow load: 45 of jk Desoriplion Number of ,all spacing P g P outer third of Common nalis NEW YORK STATE,Local Building,Zoning& The until first floor framing to In place or brace foundation coastal neap high water line where basic wind speed Is b. Rooms other than sleeping; LL=40 par and pan only 110(mph) 120(mph) New York State Energy Comervation Construction 11. Double Jobb under parallel partitions and under 110 miles per hour or greater or 120 ndke per hour,shall DL=I Opsf -- '`' \�\. • ROOF FRAMING Coda.ALL CODES shill anpereede drawings and shall whlrlpoole. Double frame around all openings In Boor meet the requirements of the large minlle lest of ASTM c. Sleeping rooms: LL-30 parand DL=10psf Rafter to lop plate (toe-nailed) 4-8d 4.8d per rafter be incorporated Into drawings whether they arc mad roof rmadag. E 1996 slid of ASTM E 1886 referenced therein. d. Roof: LL=30 of and DL=10 par Ceiling joist to top plate(toe-nailed) 4-Bd 4-8d perjoist P Indicated on the pons or sol. 12. Metal flasking shall be provided were concrete buts Ceiling Joists to parallel rafter(face-nailed) 7-16d 8-16d each lap (R3U1.2.1.2) e. Roof with cathedral ceiling LL=30psf and _ Calling Joists lops over partitions (face-nail) 7-16d 8-16d each lap 2. The reference standard that was uUllud In the deign of wood,and were decks abut home fuming. a. Exception: Wood structural panels with a DL=15psf 1/4 Joist 0 `j�K "I Collar lie to rafter(face-nail) 3-Bd 4-8d per He the structure M the American Forest&Paper Association 13. Joists Imagers required of all lfwh structural load minimum Thickness of 7/16 Inch and a maximum E Decks & exterior balconies: LL=60psf and depth,Mnx. / Blocking to rafter(loe-nail) - 2-8d 2-8d each end (AF&PA)wood Mme construction rmnlW for One-and bearing conditions. span of 8 feet shall be permitted for opening DL-IOpsf i/3 Joist 2"Mm. Rim Board to refer(end nailed) 2-16d 216d each and depth, Max. two family dwellings 1995 high wind edition(800.890- 14. All habitable rooms shall ha provided with aggregate protection. Panels shall be recut to cover the Guardrails and handrails: LL=200 sf v3 Joist,Mo . - Rafters to ridge, valley or hip(face-nal 4-16d 4-16d per rafter P P h. P depth,Max. � Rafters to ridge, valley or hip(face-pall 3-180 3-18d per rafter 7732).THIS MANUAL shall be Incorporated Imes the glazing Ora minimum of B% of the Boor area of that glared openings with Attachment hardware h. Attic without storage: LL-10 psi and DL= lOpsf 1/0 Joint drawings whether they are Indicated on the plan or not. room.The minimum openable area(ventilation)shall be provided. Attachment shell be provided as 1. Attic with storage: LL=20psf and DL=101st depth,Max. WALL FRAMING 3. Written dimensions shall lata precedence over scaled provided at a minimum of 4 Top plate to top plate (face-nailed) 2-16d 2-16d par foot P P tallows; J. Seismic design category C �/1 Flauro 3.2m solid own joist and rafter notching and boring limits Top plates at Intersections(face-nailed) 4-16d 4-16d Joints-each side The contractor IS. AB door and window headers to be 2-2x10 unless Doted I v Table 1609.1.4 k 3-second r^ Stud to stud(fae•nalled) 2-ifid 2-16d 24'on center 4. The conlnclar prior to start of construction ohalf verify otherwise. Fastauer Schedule for wood plywood panel: design gest wind speed of 120 mph. v/ Header to header(face-nailed) ted led 16"o c. along edges all dimensions,existing or new,end be responsible for 16. Vent dryer to exterior and bathrooms shall have Fastener Panel open Panel span Panel span - W O '1 Top and bottom plate to stud 2-10d 2-led per stud field Bt. mechanical ventilation where go window he provided on Type len than/ less than/ lees than/ ( •+ Bottom plate to floor Joist, bend joist 2-1Sd 2-1 Bd per toot 5. All electrical and plumbing shall euform to all Stale; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES O Built-up comer studs 10d 10d 24'on center beat,county codes,and shelf be Inspected and approved 17, Guardrails aro required where the dilkreme In grade Ir 1 Built-up girders and beams, 2-Inch lumber layers tOd 10d Z t.J n.,•s r by the governing agencies.General contractor shall be more than 30 lashes and openings In guardrails to be 4" 21/2"N6 wood 16" 12" 9" 1. The Architect certifies clot to the bent of his knowledge, L --( a.ra,.v4a - Neil each layer at 32"on center at lop and bottom imi..aa• And stagger nails. Two nails at each end and at each splice respomibk for all ImtaWtiom,materials,design,etc. (inches)muimum. Handrails are required on stain with Scream or led belief and professional Judgement, the drawings aro in W tt m.mn.,.vr L,,,,,ala„ � 6. AN footings shelf bar oil viglo,undisturbed Wolf with o 2 or mon risen.(8316.1) nells compliance to the MECcheck report for the New York Z •rnn.tar l um.W ee.t., FLOOR FRAMING ntaimum baring capacity of 1-tas per square that. 19. Smoke Waren;Shag be provided in each sleeping room, 21/1 88 wood 16" 16" 12" State EnergyConservation Construction Code efective •xrsa ibi.acetate joist to sill,to late or girder oe-nein 4-Bat 4-8n/ per JolslZ near.oma .ayes P p (T 7. Poured W place moeuxe shall have an ultimate outside of each separate sleeping am in the Immedlale Screws Jul 3.2002. J\ �r sea BWill 0 to joist (Tqe-nal 2-8d 2-8at each end Y O -_ Blocking to joist(Toe-M10 2-8d 2-8d each end compressive strength N 28 days of30110 poll,except vicinity of the bmdroom and on Curb story of the a This table Is based on a maximum wind speed(3nW econd gut) 2. All HVAC system shall meet the NYS Energy Code.It rest• Blocking to sill or top plate(roe-nail) 3-16d 3A6d each block exposed dobe,press slabs not steps skull be 35M psi. dwelling,including bneemeat tad cellars. Alerns shall be of a 136 mph and a 33-foot mean roof height. shall be the responsibility of the General Contractor to Z U "•+•Nv Ledger strip to Beam(Face-nail) 3-16d 3-16d each Joist (11402.2)Concrete Wall conform to the latest ACI Interconnected and hardwired to a commercial source. . Fasteners shall be Installed at opposing ends of the wood submit the Design and drawings,of the mechanical Joist on ledger to beam(Toe-nail) 3-8d 3-8d per joistL (End-nail) 3-/lid 3-1tld per Joist Standards. WHENEVER an eltautlon,addition conversion lon structural panel". system stamped and pealed by■professional engineer if W Band Joist to Joist f Band Joist to sill t fop plate (foe-nail) 2.16d 2-18d per foot S. Joist and Rafter Froadog lumber*half be DOUG-FIR N2 made to an existing residence,the smoke detection . Where Screws are attached to masonry/stucca,they shill be required by the owner or building department. or better,E-1.6,Fir1175 pal, repetitive member 1006 pets system of the ruling residence MUST be brought up to attached utilising vibration resistance aochon having a 3. All glass to be double insulated with LOW-E glazing and `^p FLOOR SHEATHING shell be attached with a minimum of Bd common nails spaced at a maximum of 6 inches on When used as duds to resist wind loads Fb-llglp of code,hardwired and latercoaoacted. (R317.1.1) minimum ultimate withdraw"pacify of 490 pounds. a U factor-.35 maximum. V J ry panel edges and 12 Inches on center In the panel field. 9. Basement with habitable space and every sleeping room 19. The Anhlltel shell not be In charge or responsible for . The Home Owner is responsible for attaching the plywood 4. All exterior dean (incl. Basement) to be insulated with a L.L slug have at last one opembie emergency maps u the construction phase of thin project,and for panels to the windows and doors during■storm. U=.35 maximum and the shall be weather-stripped- Figura 3.26 alutl notching seri boring limits ROOF SHEATHING ATTACHMENT REQUIREMENTS P a y ^ -J follaws: Minimum net alar opening of 5.7 square fat, Interpreting the construction drawing, Building to CODE Self-cloning and Brc rated Joon were required. � n n.xnx:nxwowc0a+re Maximum nail spacing for ad common nails except rade floor o M be minimum tel clear and obseni the quantity and quality of work bei N) 110 (mph) 120 (Irani) P a penlap els 4 tis 9 tis rax 2LThe architect has not bran retrained for construction - Sheathing location' spacing at panel at Intermediate at panel at Intermediate opening of 5.0 square fast. Maximum elft height to be 44 performed. The Architect shag not have central over or pbme of this project lmiuding supervising during C) J Edges supports Edges Supports Inches above Boor. Minimum mt clear opening bright of charge of and shall not be responsible for the contraction,contract administration, Inpecdom or Interior Zone 12"o c. e" 12' W 12' 24 Inches,minimum mt clear opening width to be 20 construction mean, melhodn, techniques,and sequences observing the quality and quantity car the work being UJ 1a' D.C. 6' 12" B" 12' Inches. (8310.1) or procedures. Purolator Edge Zone 12" D.C. e" 12• 6" e" performed II II � I W ie"o.c. 6' a• e" 6" �re �'l lf,�d Ur1UtVl r ��l r WV U Q WALL SHEATHING ATTACHMENT REQUIREMENTS Maximum nail spacing for ad common nails 1114'x 20 gage-GIS6 110 (mph) 120(mph) 1114'x 20 gaps / 11/4" x 20 gW / gaiv. Strap with op-8d ��sy� Sheathing location spacing at panel at Intermediate at panel a1 Intermediate gay. Strait with 6"Sd gaiv. Strap with 'Jf-lid Common mita in each 5 Edges supports Edges Supports /� Common nails In each Common nails in each End gg is'on canter. rI; ..n 5 I IM 106 c t...l t-'I? Interior Zone 12"D.C. 6' 12" 6" 12" {4/ End a IS.on carder. End ® 16'on tamer. Or at each dud. Lap16o rX' N�"I L' py tri le"o.c. 6" 12' e' 12• Or at each ala satrap under bottom of Wrap over to*and sill and nail. 4'Edge Zone 12"o.c. 9' 12' S. 12' I� mall each data. - mow- - le"O.c. B" 12" B' 6• - �Ags�7 1. For roof and well sheathing within 4 feet of the perimeter edge of the roe►, Including 4 feel on each elate 'Jai , of the roof peak,the 4-fool perimeter edge zone attachment requirements shall be used. - gagep with(p-8d 1114" x 20 gage a � T TVFPIGAI. ANGWOR B nails in each gaiv Strap with &-8d ' ils in each a,, �-Qwae,.a� 71"�eP/4�M7 - 'b"u23'ocor5/8'x 3�- 'on center End @ 16Common eon entermmilmum embedment of T withr rafter and� u,7�s T- _ 3"r 3'square washer. Hold 12" side. Wrap over rafter and C, 0bJoff tcomem and fold 4"to 12"o0 nail each side. - - - - each end of each sill plate. 7'11} Roof-to-Wall connection k'-) �J•E `� " - COM Y WITH A4L; ODES ,i Rafter-to-Ridge connection-(No collar ties) - F Foundation-Sill Dlate-to-wall connection No ceiling attached to too plate Roof-to-Wall connection NEW Y K STATE nit T WN CC ES WAW- ( NA' V071t ' Also Applies to hip and valley rafters ,b D Y AG10 o.J rc N AIL n.•i a.dc..l-I Pin orlt 5'00 "' .rr e/kgF4EO RED AND CO DITIONI iOF "_rlf{,tfT FihT 4•,ayllo Hua v � Pi••lo Fo d. �/t'J�r.s a. a.r FR 321.01 I�"70 roe 9P�NS 4N -----, -am14wTIoJ 3 2'.oe SOUTNDWTO NtBA •wiC4.-Otf�' ?H 14' pAe,a^ 1114"a 2. gage it _ 1 µUo�m,7 1 B5 gaiv. Strap with 6 J t ilia'x 20 page SOUTNOlQT,O N PCANNINF IRO -Sd Common nails at 11/4"x 20 gape 18•on center wrap gaiv. Strap with g-Bat PLUMBERCERTIFIC TIO gaiv, Strap with SOUThI TRUSTEE:' ' - Common nails In each ON LEAD CONTENTS F Common nails in e h under sill and nail N.Y.5.0 - Y LIJJEGF �"rJVIJphTIUN ` 2.2,cmTj2ESTe», End ® 18"oncenter. CERTIFICATE OFOCCU �' End 1i316•on en er. G00r(JaJoJZ R USED IN WA TEI i a«clT•rpµa- ?J*� '(A-11-•) IrcIG SOLDEVSYSTEMCANN j LAO a M 'paflf$tw 5p�a-I J GI Ifr+bp HL'Ob 5125ni W/ �.. t'+ IVA.d>eTxwoR ` G3ED 2110 OF 1%LEA ALLPLUMBINGWASTE �- d`�,^STFt-46 AFi[+left • bI�, tµo as °n I �{CJGI1.<r..I fJ "� 9L^� 7 , t I.�KS a WATER LINES NEED ppPF`16, NEf�9 PA ip _-- ML SaLlpjJ4�,ij I1b09, Ir q' SLE. O�jW@ d L -TWEE,. TESTING BEFORE COVERING rua.ev r yr 4 a e, I�0,1� ql Pe1iJ+-IEf - 1'yg Ft r�.3yrs DO NOT PROCEED WIT ' FUI L-- A 0 �WA,, rsH ��� f- PL Yt JOoI� Ph r� `'f'� I I�A1J 41,, r1 L LD '0-S FRAMING UNTIL SURVE MY ..._ --- __ - 4JtZ Rfat-pec - - „\Q' p� • .P.aWa,pnp,,t, Ho rl-I Za7►r.1'ra 1. As•p 17 {.I,d"J I.IIJ fj( g1J4•xzo gage \ I� gaiv Blrep with y-lid y �j% OF FOUNDATION RO VED N �� 3 HAS BEEN APPROVED. r r H MI,Jr p V Ii<1L1�I LA V 2 x nit T I 4j 4y I End mIX168o1n cereiteh S w0010 911Pr=E►J l-'�•s � I II �-' 1R'I o, et. e. LJ. 121I F< . Ixt,,,xtr, BP. '�= I OCCUPANC OR I 1 , I I ii I iMi'ZXbin 14 Wi MA>< !'� �a/( ' q�/a' k/a �3/q ,� �T awl r Loa� t USE'1S UNL f JL' -.--_¢{ �¢.�srv� °;;�""�� "� fbLvcic Foundation-Sill plate-to-wall connection Cantilever over first floor Wall-to-Wall conVl�TM�3UT C i f IFICATE -- -IL Id/ v_u)6Th=1 ' - 1 WA I �' is�ld�p Al garage walls OFOCCUP,A ICY n � Icy �� PIZ CERTIFICATION TOF I LL I ' E 51Htxa/dr''aJri4 0,• EIJ l'� Ca AP,r l.4 NAILI CONNECTIONS Ir,O's tArawl r�' ' I IeOUA!- -r'AJ l', loci( FInL.AI W�,�!fqpM• � aP,. "W 0vV r7T,9r2H ?A*J''L / .1 �= UIRED. . - .....1V"&P~ G!IJ f) .f/1n e a ll." �� k 0��2H,AI-1G I7G�J"TII- = APPROVEDA NOTED 0 GIA wOc,l70 rl � I LOT—- b�j? � (�F"(F-R- DATE: - 8.P �' 9 � / .(4j ST Q�a Y° 5 FEE:�: dwY: yFp p Jpp p :1 jpgp .r�cK/ .(�URf�II , t�JEAT '(AIL • �C tR- TP C�t�I EJB/'�L l.loi - ALL NOTIFY BUILDING DE RT OR TJ E rff � 7V 1% �1� I' EN OF 7651802 8 A TO 4 FOR THE _ UPLIFT CONNECTION.* ' �0 EO NEW YORK STATE.OF E I. FOUNDATION - TWO EQUIREFU �3 20 rrd N- _ J('A' . I Wit. F/'�iTE J C(2- �/ r4e-gLi Ili-erl CJ -T-7 Some details may not apply to this set of drawings FOR POURED CON ETE y .. 2M oo'dinw'n SWI straps; ASTM A60 Grade 33, except when 2. ROUGH - FRAMING PLUM111 b m lateral 611104 at IF A. Tnua of tiling Joint 3. INSULATION {p ' In contact with concrete use G-185 G\Iv. Strap. s 1A a 0 ' W . o I ' (/4 x Zo C.AeI E 4. FINAL • CONSTRUC NM UST Gable End Tm.. sand Nails -- BE COMPLETE FOR .O. I Uplift connection c etalls on SCH-I Indicate uplift connections CaA1�l, 5?R AIS W/ ALL CONSTRUCTION ALL MEET THE *LcoJZ ,o.rJto ceIL_IJre To transfer uplift loads from the roof assembly to the foundation. REQUIREMENTS Or TH CODES OF NEW Is ad Hall* ENDWALL� -- _- � .f r,IStS .y• e,al IJ/�41h I� I I D1 Install at all bearings location In accordance with Iflte details or r YORK STATE. NOT RE PONSIBLE FOR Insall according to the WFCM Manual. �P-G-1 �+JD DESIGN OR CONSTRU ION ERRORS, a i � � K I I I I I A A I I I I Sd Cooler Nnll..1 xn"o.o. T - - LOCKING-/ The uplift connections for this structure was design under: �� �'�'�� )�,,� F rn w g m •�1t/, I 2'x4•Block a,u.a t0•.nn BLOCKING-< 91.ort cre- Exposure C category C3'`_ar?` "� ^r<,`'•`; w fn Z F- w Fr? lid Cooler Nnll sum Board � %20 pn�oP - - � SECTION A-A � p g P �,l I� I�O L.I/��t2 l� �`J.� Erb m��V o�� - Udo B prescriptive g ?U 5 red l� CO 1.J r�-'T I U lJ Ji: n t - 1 brown wash 4.2oa mu. 91 eg aG In 1 0� h 3aecond asst winds rad ' a Using the WFCM 1998 hi h wind Edition need five deal n. ,, 9 1 �V, s xo-ed Nan, r. EadwaNstud. A'r '`Vk/e/Lj 1 FLOOD ZONE G -Ir1U'+,�e�1JAiIr.Ikf2ru�j �Aj I i COMPLY WITH CHAPTER"46 UNDERWRRERSCERTIMM i _.. FLOOD DAMAGE 1.60 0M Ids br telnd gable endwall fellfenre 3.ab 0119or bCO SOUTHOLD TOWN CODE. racing endwall E . - REOUIRED . - I o U� GL• I�' � 90 �,H � o J � cL I _ e o I L 1 A , II I I t LI 11 _ .-. � u X k �) � ecclA ly sy0 () T T - - 0 � h -' � a' R•1^, I SI I rnl G y o -1 0 =- - I I'"f11gjIT�41iB III I I � � Al+ �+r nl i J 0 V Q r u � x 6 c J �� ' Ivr GTC 30 .1 Q .1 a 11 2'7 13.1 I�'1,�•n (P (7 ;60d d" %' A" 4d OMWtL-lofY fb• 3y �. G. I P�T16 \ rGJ I . _ ;mK --I"ow - -- - - - 0 a v I M 9" I'AKb rtia,J-T oIJL-� l I x FJ o ry11.G i I ( n �' `1 � -i-Vj lC.� Y'h_ -('E GTOY•_ L rl q -n � I I I GxIC n'�• RV ?X(O I,�A11 IC !G°H✓�II l.L N nw 0 51Je i�.•� 12 W ❑ S �. .. �Er AfN E;"PALST rlb �/ J \ / r 0 PI rs� s-yp I lr1J c�J2K4 �LOGIG "r0 91,7.rL rl „jeN EE� r+owcs — KITc�µ E� 3i21% q '; LVt N .,ar7 ' V r GLS I �r r 1 1 _ I V Icy Q r^) z. 3 \ o rJNil _ "N•J M J. GVV 0 J, 4 .6 rJ 12 " (1) 2X0 Iq SuJTTlzs oo c�6 11 Typlc�{, J r+j% ,,C Cll J *i• I�G>nF —� � u ,i t ° a 0 P wa• Fire on walla , ,.L .9 1J 4'1 (gjl,�� 4' ,1�„ d'' q l p" n r l41: all - Q„ and ©ewnp o(jaiape as par I \i R702.t end 2 Y.4 4,1 I i .',tj_l..y ._ I I �I I I I . ,_I a a�-,TL"-_1i' I +I .�'f I I ,I�JI ' l L — �— I —p SIN2w• z�'>1<Ics C A6✓��;ln�l � lor-b �31011 ItiJ Ma 0IIJI� gar"s,abuts J�- + 6ier dp 132 dwOV-u7.i0 r'a`—ted awe12 MnWard on opposiy,side in socordance with code I 5Z - section R702.3 Insulate wells Qcommon "h heated areas. I'2" AK i I 2 lj 2 �x mNX1 . t ? •� I{oLvowJ Holo ex.r I - - r'• ':PSI}° j -• -' � Jn 1 '' I I Ja � > > > » % 10 CST GT(e wl ;y: T� - GV In v Wrc12IyGAL ?a .1' [Cruz w v; �— ID. Hdl2IZr✓I-1TA 1. _ W f� 4 Fd - �',p 'I I ol, p'' I �I ou mLU0 —T 1 O I L 0 K F' l. rA � r' Aril f Ic72 sF + ! Or` f�MCti �' MECcheck Compliance Report New York State Energy Conservation Construction Code c^ , TYPICAL ROOF MECcheck Sonware Version 3.3 Release Ic p:r✓�' B ✓p,JT TI'"t Je T Jrr,E t- Chea A, Asphalt Roo/Ingle lea Data fi eek So wore Version elease stmarlonml.mk aErJ J 2.Eo ' `' _ ��I-T Wlalx feotenal7 per shingle 15 eymed tett W/ Idh) kG 1A ld. Iy : I L 'h'IExtlenalmitgioor Grande plan III COUNTY: Suffolk / a Shielibttg-eep(feslen,W schedule) STATE: New York f2•iTYPICAL SOFFIT ' HDD:5750 CONSTRUCTION TYPE: Detached I or 2 Family . : HEATING TYPE:Non-Electric - — B'Wood Fsurde d B'wood rake (2 -Iq , R� � .\ � ` --�--- ------- Vaned,,ow i um(opt) DATE:OF PLANS: BAW LIF 5, 'K1�lZr gyp wo R�tnLw.•l',J �- ReWuruplB ConrecUmestan DATE OF PLANS:6-12-02 _ Be•rYp lhaenono , PROJECT INFORMATION: East Marian Colonial 'IkGO g, -,ZII°L (L•3o-)'gra BPcr) '�� R, 3o, V2 "�nrP / TYPICAL EXTERIOR WALL Pate Denioola y 2 x 4 Wood Studs Q IS,on rZA r'1 F•e• P•o _ center, Double Top Plate, Single Ode plate, %'Exterior grade COMPLIANCE: Passes :...' Plywood Sheasrl ry, y�fz schedule),TYvec House nHo se(fashions, or r Maximum UA=358 ' equal, Vinyl or wood siding Wall•to•wall uplift 001 nedlon at all ' Your Home=344 tearing wells. .See dwy SCH-1 3.9% !letter Than Code Gross Glazing n. I y TYPICAL FLOOR Arae or Cavity Cont. or Door -.•.�.,-- %" Perimeter R-Vala R Vetua U• Mor _U , Plywood sub cher, glue and nail as per fastener schedule ' Ceiling I: Flat Ceiling or Scissor Truss 1120 30.0 0.0 39 Fudgingor a per plan Ceiling 2:Cathedral Ceiling(no attic) 75 19.0 0.0 4 1 � Bridging per code-all spans Well 1:Wood Frame, 16"o.c. 21(10 13.0 0.0 14s - Window 3: Wood Frame,Double Pane with Low-F 250 0.340 85 NOK °�a'i"-a ta-1 ,, TYPICAL FOUNDATION CONST. Door 1: Solid 41 0.400 16 n B" wen"Poured concrete wall on 16'x B" Floor 1:All-Wood JoisUTruss,Over Unconditioned Spam 1110 19.0 0.0 52 - Y y I Exteriors Nan footing Continuous 2x S. rs P } J Ritzy PIZ., c rZlhcj� VOWAd wllphass, sinped e- COMPLIANCE STATEMENT: The proposed Wilding represented in this d000nent is consistent with the Wilding plans,specifications,and other mlmlations submitted with this permit application. The proposed systems Pieter, Sin at have been designed to mod the New York State Energy Conservation Construction Code requirements. Whm a T«miw d hot,518'A�tKK Brit arners Registered Design Professional has stamped and signed this page,they are allasting that to the beat of his/her - Mox- I' IR She weslters at 36'on knowledge,belief and professional Judgment such plans or specifications we in Compliance with this Code. Gt1,4f teed Wells-' ea hM xSCH- . I 6MYi t')PI���IesrgorN at an -1. . , !� t4• �.•� INSULATION SCHEDULE JR-30 Callinge.Flist L..dL L.vl.. IZ•19 ' R-7g Ceinng�-SSloped .. ��.�.d r✓ R-13 2x4 walla _ R1g 2x8 walls, R-Iq Floors over uncond.space 1 ' I I I i t y0 R- 1-1 Floss war outside air ,n U-.36 Maximum for all glass 4J U-35 Maximum for an exNMor d I% tel k-7 L'' Doors 3 Baaemem doors 5,r �� �� / I I I INTERIOR WALL FINISH Provide%'Gypsum Wall Board on 'I"Z,b LAV Lad Ws, WG LAV TUL �— -- I ceilings And Walls except %*Gypsum _ I I fi basements 6 tancee noted, Moisture resis_ _ V fi IF-'I Board in Bathrooms, end fire resistant gypsum board as per G) lO coda. P14 Sretk WM LAV WG ,rY 'See DWG Sch•t for uplift DMaila. u T-1- FIT q ZIZid" 27 Oil iIp1 V v a �a r I�I'1"7 !O� n r-tT5 r'a+,Jc whll ; - 1 FTy Y p I .. OSP Yep cc• -� u s grr 4 '1 r- _I - ----ll - -- L 0 vrtywew ., . �a. caL81�-I { 4w FIRE-r2ATev lJ TrTri•t- - - -_ _ .. - - - - -- -- -- -- - - vV e A y, G, o, N tri' t� Ab&la 2x8 F I Ifo" oc A19,0/z%/�O 5AlJ/7-A,1 / 138 relL Q 3 °Are d) -r IJ 7-5 N ° / may, 3n5�L ,e -9 17e � 81; 40 all / I A Q-Vt5 � I �7 03 T5 NT5 1 all 4�2�1r�J M — Q I4. If-4irs-, J 0 ag N (�r�/�XGfWATE car 9 MR- opt. 't N _ Ic. cWE� A ✓ 2 4 U1 i p flijl&l � ) C,Qr•}TitB/E2 3E-a➢r�7M (`J /'�"V' . N or k,Jg lkl c1� a plTcrl To noL �W Garg=^zW 'o W/ .9µ t3£Dr2 Tat, trot! ern eLab ///��� 11 T'T lary n ' HYF 7mmLLo2w 17`1 �. I � � I - � -� _ � I;rW -rep cFea,Je. ae � /5 � 1 VT4i TI 1.1 zr♦" �cW, 2x2 l. Ea 9 Pral��hnte'x � I rx S�`�-. AJC.-�+1 IV, IOfI , �f�z_ W` a 44 e w Bili rte 2 • �irK OIC - :•, LU Lij 0 EE I 4--T I I— -- ' I _ I tl M .0c- r-rc ,L. of 12° sL P�e'z I tl + I It I I C)GQ2 � /� — mr iaaNMr T wink e v e eA r s �I Y H*12' Pv41 / v.r�- /n�i.J. HTL.sialsor OW O IO D , O Ir7S ¢°•.) -go 01 OWN. elf - 4 I OII , •ill X51. 6'I Z 2I , it -" - rpl�lwn p ti7trte0tlentl a1 an t �VVilii `SMdv>�,BCH-1 N1( `�, ,/ I ,I w� ' I " c 'Ang PT` 2. RUM S � �A ►�— � L. G �/ A TI O _--�-�-I-, w��ww*:wr��+>wa�c , �� �,;y>� � J . � !I ' lLaeleipNgiiMilltrMlBfptodlttpJx _ �U�l'o �17-/O� F� �-� ,,/-rs �f Me stn. � Pt,' r, I/qI «I''o 0,14assolasson pipSwissshon /�,I_Ilb OF Z slams lasoofte 0408 greeter , B hon the pipe PS"1Mdsigh I¢laryL'ab ------------ ( J i 3 I14 - - tit A , II I 9 4,0 13' - �il N UI NSA VIVA r 1 v EO M 7 ^SO7hawyL . sto, a .c p . SORT' � 9� c�J-nk Q'r:a mo'cL 17 n �G.J� �I V '4•cla' 'plG�. .11 S ISI" I — 'Flal�o2, .' r;1 L, Av'cns ,qRG. s� d All ' � 41/ GA31Nn.+1 CPJj a . ell. . �• I.&S so / oV4 v.wgy. �y al. Iac✓5 �J �' - - A07i� CO^ IJaI S° i2ACi P'Ita-JT O�L"I O� ❑ 1 - .I c1 at.p1 (5� nW 1e nn�^ IAV _ f Wall P ,jFI4rl.O IJAI1, j N . 5We1� G IG SYS. EXHAUS-I" RAW4 ffM1 5�1�P , I - r GHI Nlt, �, 'fd /111r,'.'Ik2 � 0AU. ' Ito �� U des ris o n� LL. o t + 4t N t .� A s:. ' S A,7 14 i= . ` '1 �iL �p1'- N � � ' ro �,.{� I Z• 2K - ,x1211 K.I��By �� N ash^4 f Co '� J W J. b c.L _ prG ° 14'sNJ'rrlazs e /H6� y � Fil'►�Rilid I _ n i D q wr4s 4 d �•�yt S1 a 1Gq I I a 1 t r I n w MaQp/. ' tuWl I +1 ,. MOMAO 99; wd I G +c��,•�la I-{` IGI2M r 'I GIIJ 2h'{ ' x 3401 `f7�`rts ' L '� ` '" ,I�Io , N I11II ''}'ISI n. loy4 pn V I'2"e+o�l=a j - 2 • ? :c IZ �(` ' U I ( _ ,�sNL pOf�E� r ,9 .� ' 11d4vowlJ HoL,ocw.fa� � r'W rry" aG 1 I 1 ' s x I `0ti elf ` J $f� b6? I � � r- yWwW 'w (Z I 'L r 10 `"-"�" X1.1. 5; -1N E 1� E� _ ,� c. ' L .1 � �T won Std' FTr. ? �,I "` =fnzF TO m�C7o �0 141. a� PJ • �'' 1'lc S "44. All 'p; r " , fpOli SII awA 1/�� I ' ��,�✓'! .1 .' ✓ �, f { 107Z s� rm liarhi;b 9 B' : 11. 1140 a. . i Q , 7 ..,- „-'+--� ^-rr-N�. ..„. ,yam. �. .ie,,:r4w.: ., _ 1L CCAdCR�91MF 1 R ry_y:, 1604 0 'Y2� ir>wP .«nl T. LOW XMI!�5� la,I t-�cr�Q• ,eL,.J 1 rc' �� �\� E"'� Y � I M�ce� �a�a! a�'��° m�r�� • W1 �� wt+w ty � I� w � � ,i Ct7ifN7'Y:Sp0'olk 11106111140'"0 Too STAhf1UD'r ;No Ya"' — _ POSM1 1'1ON TYPE:Doaaahad 1 or 2I4lailY � Iz-IN o1A1 � �IM41'�o ft MATING'- AT3NO Tt`PR:Ntln-80>otria `� VMyI il Boaff Los r(iilo 60 yMOK1J5l \ M V nnrlr1Yo11tinn MnP PAT&0710102 TYPICAL 6X1'EWOH WALL DA"OF ptKNg:6.12.102' fTSG nnr +r¢• i2 �9r2114woa $Waftg10-on, � ao 0dn , Double,Tap Of** YM M ka �'(iORMTItlN: wepM ;EluMrwom Es0onCoaial' _ I 11 1 blpio'e(yMr Pate Fgdeoa 41141n),Twoa Fbtgn W1aP or ?/t2 lk eauel.V lyl or wand Nan�1 j COMPUANCE: Pessas w W41-ta4rnU t mom QO�dAOn stall 11M!Jrig vwYa: 64044 SClN 00 Maximum UA-359 El Your}Jana a 344 IZ 1 ti FL�1t 3.9%DdW Than Cade - Groes Glazing - TY 'tllad dell Ara a' cavity Com, a Door 1�lmtes Bow B:Yelbs u4sator U4 i7 t' F24 30.0 N4K 0.0 39 _ 1 fi I/2x�rw ` ,r Galling J:FhM1Cetiidg or Sdisapr Tinsel 4 75 19.11 0.0 4 . 4• .. - -. %•'a'"'� �.�l 3 . Ceihng2:Caihedrat Calling(MI 2100 13.0 0.0 146 Wall l:Wend Frame;16'o',e- 250 0.340 85 - Wtnd4w 3:}Yaod Frmns,Double PBM*M LOW-E Dow l:Sand - 41 0.406 16 ` N:�r �IILr-1• .�1�•!.. G '�"-._p•+1„� 1410 14.0 0.0 52 Flow t:All•Wba ,d Jc1*1'ru Ovaf 1,100mditioned Space COMPLIANCE STATEMENT: The propa9l:bali ng rapraa lad in thisdoaanspt is caPsis"t with 60 V ! Mdidjrig pluia specilloa11ona,and etlNr adaala0aas sn4nlped wOh'n Construction t yrpllWe rO. ir4 IaW,sYatams i �M N har been.dwired to meat theTlew York State Bnagycansavatlan Cansh+wtim Coda ra4otr41gats. Wilma ad DesignPro9zrnacnd has etatnpod and signal page.they ate atmodpa:thal to dw bat ofhislher _ 'bw4 balls and pto8'aeidpaljudgmeht,eoch Plans ane.are in asmpliana vlifh this Code. 6 � this all M rrJ - a •8G hui■orepaiSoal edge, .., ' .. R• •1 ,I .y t vL IZ-t9 _ ilal •+W'F(04r11�1?M`tllnOnlLapYCn +'" ' `'• , r. I' I P, 19 'Pk14Ntdyw 'ak 14 LL:� AN t131,. T b WG Wt LAV T LAS L � IP . If"tIVA T,i Oki • . � .I•'2e... 'I•Y, : 1�" 3 ; t�'c . : , - - ,, .' � . . ' . , � - � �' ¢�+ " 1/ .._.,_ r. + i " '2 { .s �T I p c � q" rr Z 2e. . - ' b a1S (0.3, 't t n 1.175 a.o,Je. uzaN d rf �tS _ 1 1A YoQ_or• ' .r a r)1 � i, ,I -coal.,. trora• `-7 Z" G n —� ` 0 pRyw GLC. (0 -�/- 3�a ' 4 a P R / g. -- --- i ---+� — 3M ------. t811 n�.� Rem �1 : �Q• `4•- � �' h2E-f�rEv �� arNf N tE dAii. TD it 0- e-1- pen _ PGUN✓.P'�t/ta �I��/z 5ys7�M( -- � -' ,< � _ '' � r V rT N r} h gyp. as lo- � •I' -,� +", to x +�w 1 'T > t t — J via r1f C4 J � _ CI�/�XG,AVpTE M .9 I gg^� f pl'rcrt 7o noo � � C r� ga[ r a 5 ur o" 1z e3 i �e �i 8i=91t�3i'V A "V4.0x I ^ i Ca i�E M _ _ J . �Q tt I:1� TapGfCof1G, I :1� o I _ - - rn Ir .. _..__ In 'y n 11 I p '•a, wr 2 Lea X, �� � '5i' 1 I'd, I a t1• F- N U� "l � I CMZ WN 1 .ra�tw rrPG� I° C 12 _ to WW- F'M N4� — - i)24u 2.4 ,r,IZ" nP cep rJG. m is •1ys.c. r_n. v.J, - moo l'D p1c :a. of mi, &)- pe-z I ii I II 0a-- � 0 (, k/o coAr5 � (plr pll lo • O � i0 ��= aN 7L + • Ii_ __ J ,� 3`C7t" rIf CAi'- /AW. HITL. 44 . i /,=Fl l T -0 t } '� � - � . '+salOFlees' 777 iF'Ir1 D , - , > :.r: s .4 A' 3 .:1. v ,. :, _,.•. : . 1_ ....-.n.-..ter „_ . . • . ..}. , ,.._ .. �_.._—_.. . ._ .: i, ,. __. - .. _' .:... -. ..r" e,.1l��F✓wn. 5..,::'_::1>a�.u.�+l r .e 7� •alga�' _.'- r_, i:�_„ . .s..v'!"... . . . �,. , ..t..