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HomeMy WebLinkAbout30079-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31077 Date: 08/03/05 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2505 BOISSEAU AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 5 Lot 15.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 9, 2004 pursuant to which Building Permit No_ 30079-Z dated FEBRUARY 9, 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR & AS PER CONDITIONS OF ZBA #4991 DATED SEPT. 20, 2001. The certificate is issued to DANIEL & DIANE MCGUNNIGLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0081 08/02/05 ELECTRICAL CERTIFICATE NO. 2046665 07/25/05 PLUMBERS CERTIFICATION DATED 07/27/05 CUTCHOGUE EAST PLUMBING /7ho/7zed S' nature Rev. 1/81 -P coq s C CALL— - VbbNN LU7 L.4w 0�O - 26 6 I i. Form No. 6 TOWN OF SOUTH L BUILDING DEPAR- It T U. 1 20L6 TOWN HALL 765-1802 L- _- L-. - APPLICATION FOR CERTIFICATE OF OCCUPANCI' 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: I. 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 Platudng 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, Swinurting pool $25.00. Accessory building $25.00, Additions to accessory building$25.00. Businesses $50,00. 2. Ceitificate of Occupancy on Pre-existing Building- $100.011 3. Copy of Certificate of Occupancy - $.25 4. Updated Ceriiticate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residettlial 515.00• Cormnercial$15.00 Cl Date. �_ — U New Construction: )4 Old or Pre-existing Building: f r 1�(check one)) Location of Property: _;�50 b 5 NU GSOCT440L House No. Stree't(� Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �� 5 Block 0 5 Lot_T5 0, Subdivision Filed Map. Lot Permit No. >007QQ _1_Date of I'enr t.2- g —V4- Applicant: ��) _ �{�N�.t� L7 Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: — / Request for: Temporary Certificate,. Final Certificate: t/ (.check one) u� Fee Submitted: $ 2115 Applicant Sigt for co -t 310 rJ�rJ�rJ�rJ�rltJ��ftJ�cPrJ�rJ�rJ�rJ�cPrJ�rJ�r��rJ��P rJ@PcPrJ�rJ�rJ�rJ�rJ�rJ�r PrPcPrJ�rJ�rJ�cPrJ�cPrJ�r1@PcPcPcPrJcPrJrJrJ��Pr�cPrJ�rJ�rJ�rJ@PrJ�LPrrJL3P o 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S Upon the application of upon premises owned by �� 5 5 SJ OCONNOR ELEC CONT. DAN & DIANE MCGUNNIGLE 5 1195 SHIPS DRIVE 2505 BOISSEAU AVENUE 5 C5 SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 5 C� Located at 2505 BOISSEAU AVENUE SOUTHOLD, NY 11971 e� Application Number: 2046665 Certificate Number: 2046665 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential )80o occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Attached Garage, Outside, �5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of 5 July,2005. 5 Name OTY Rate Ratine Circuit Type 5 5 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 f5, Appliances and Accessories 5 5 5 Dish Washer l 0 1.2 KW f5 Hydro Massage Tub(Therapeutic 1 0 lj 5 5 Exhaust Fan l 0 F.H.P. 5 Furnace 1 0 Oil 5 5 Range I 0 10.5 KW 5 5 Air Conditioner l 0 42.000 BTU 5 5 Wiring and Devices 5 Outlet 46 0 Fixture 5 5 Fixture 42 0 Incandescent 5 5 5 Fixture 4 0 Flourescent 5 Outlet 70 0 General Purpose 5 5 Receptacle 4; 0 General Purpose seal Switch 45 0 General Purpose 5 Receptacle l 0 20 amp Laundry 5 5 Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C 5 SSr.._5555555..... OcPrJ�rJ�rPrJ�rJrJ�rJ arJ�rlocPr�cPrJ�rJ�rJ��PrJ� rPrrrPr rL3[U[P rJ� rJ�rJ rJ� rJ�rJ�cJrJ�cPrJ�rJ�rJ�rJ�r frlrJ�rJ�rJ�PrJ�rJ��P o o ��sssssssssss�s��,':1n�r�rrr 11PLrnsrsrss�nL3nL3nrs�n s�IrIr r r rn���r��nn������nrnrn�n o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 SJ OCONNOR ELEC CONT. DAN & DIANE MCGUNNIGLE 5 1195 SHIPS DRIVE 2505 BOISSEAU AVENUE 5 �5 SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 5 Located at 2505 BOISSEAU AVENUE SOUTHOLD. NY 11971 e� Application Number: 2046665 Certificate Number: 2046665 c5 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Reside tial Ib80� occupancy, wherein the premises electrical system consisting of e electrical devices and wiring, rfescri a below, located in/on the premises at: c Basement, First Floor,Attached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 25th July,2005. e5 5 Name OTY Rate Raft Circuit Type 5 5 5 Receptacle I 0 30 amp Dryer rj Paddle Fan 2 0 5 5 GFCI Circuit Breaker 2 0 15 amp Appliance 5 5 Disconnect 1 0 60 amp Air Conditioner 5 5 Receptacle 10 0 GFCI 5 rj Service 5 5 1 Phase 3 W Service Rating 200 Amperes 5 rj Service Disconnect: 1 200 cb 5 Meters: l 5 5 5 5 5 5 seal 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 B .PLFL3L3PL PL l3Prr ncnrrcPrJ�cPr�rsctrrd�r�cnrrrr�rrrrrJ� rnrJ acn rlr�nrJ�r�rJrJ�rJ ar�rJ�rJ�rJ�r�r�rlarJ arJrrr�J��n�nrJ arJrJr�PrJ�rJ�rJ�rJ ar�cr� IN o�g�EfO�K�,o Town Nell, 53095 Main Road ca as Fax (516)765-1823 P. O. Box 1179 %W_ • Telephone (516)765-1602 Southokl, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N c DATE: /-Z J Building Permit No. (please prin�.ty Qw r.�—please primtjC� NNI( 360`7 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( tubera Si ture ) IANETY,st'q,� NOTA RY PUBLK sate of Ne,yp* Z-446633485 Still Sworn to before me this NuseE"MN�or30.20 71 017 dayof •te 1,9- 00,5 Notary Public County 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. 30079 Z Date FEBRUARY 9 , 2004 Permission is hereby granted to: DANIEL & DIANE MCGUNNIGLE 2355 BOISSEAU AVENUE SOUTHOLD,NY 11971 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA AND PLANNING BOARD AS APPLIED FOR at premises located at 2505 BOISSEAU AVE SOUTHOLD County Tax Map No. 473889 Section 055 Block 0005 Lot No. 015 . 002 pursuant to application dated FEBRUARY 9, 2004 and approved by the Building Inspector to expire on AUGUST 2005 . Fee $ 1, 463 . 40 A ri gnatu -e a)AMO 7R-ALI-IS ORIGINAL Rev. 5/8/02 LTOWN OF SOUTHOLD PROPERTY RECORD CARD C - OWNER - - - -STREET = - - VILLAGE — - -- DIST. - SUB - LOT n T IZ . � y � ACR. X11 REMARKS I TYPE OF BLD. - - - - - -- ` PROP. CLASS ! t LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE I 7 [= FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD -- -- HOUSE/LOT - - - --1-- - -- -- - - -- -- TOTAL 7V+0 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 July 29, 2005 Mr. Michael J.Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Permit#30079 Strapping Inspection McCunnigle residence Dear Mr. Verity : I conducted a strapping inspection of the McCunnigle residence located 2505 Boisseau Avenue Southold New York. Inspection found the building framing to be adequately strapped and otherwise secured to meet the requirements of the New York State Building Code relative to 120 mile per hour wind loads. If you have any questions please call me on 298-1986. Yours truly, of NEW yo9 hn on on, P.E. ,off o. ,�.•. tC, rny�FO ..0516F4 • �`ac� . •.FAcfESSt0 `� , , 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]716LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Ar- DATE ® INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION P ' M RKS: 11,407- �c.Lc jkJ 4kl DATE / �7 9� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR " '� TOWN OF SOUTHOLD BUILDING DEPT. ��%i✓ -a,^ 765.1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: °� V4 ani o � DATE � � INSPECTOR �� 3 a o 79 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• 4- e2 k , J q DATE / / INSPECTOR 00 7A�-- 765-1802 BUILDING DEPT. INSPECTION [ ]=OUNDATION AT10N 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� Y INSPECTOR 765-1802 BUILDING DEPT. ��� R INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: &� DATE + I J3� �T INSPECTOR=A PLANIgING BOARD MEMBERS OgOFFOL,�c ` BENNETT ORLOWSKI,JR. �Q� 0 P.O. Box 1179 Chairman = � Town Hall, 53095 State Route 25 o Southold, New York 11971-0959 RICHARD CAGGIANO y Z Telephone (631) 765-1938 WILLIAM J. CREMERS O Fax (631) 765-3136 KENNETH L.MARTIN H. DOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 15, 2003 David Olsen, Esq. P.O. Box 706 Cutchogue, New York 11935 Re: Set-Off for Martin, Barbara Located opposite Lisa Drive on the west side of Boisseau Avenue in Southold SCTM#1000-55-5-15 Zone: R-80 and R-40 Dear Mr. Olsen: The Southold Town Planning Board, at a meeting held on Monday, April 14, 2003, adopted the following resolution: The public hearing was closed. WHEREAS, the applicant proposes to set off a 1.47 acre unimproved flag lot, located within the R-80 Zoning District, from a 2.42 acre parcel with access from Boisseau Avenue in Southold; and WHEREAS, the Zoning Board of Appeals has approved an area variance (Appeal No. 4991) for the proposed 1.47 acre lot set-off, granting relief from the R-80 Zoning District Regulations; and WHEREAS, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed an uncoordinated review of this Unlisted Action and issued a Negative Declaration on April 9, 2002; and WHEREAS, the Southold Town Planning Board granted sketch plan approval on April 2, 2002 on the maps dated December 10, 2001; and WHEREAS, the Southold Fire District has determined in an April 2, 2003 letter that no firewell is required; and WHEREAS, the Suffolk County Department of Health granted approval of the action on February 7, 2003; and Martin — Page Two —4/15/03 WHEREAS, the Suffolk County Water Authority issued a Letter of Water Availability, dated November 26, 2002; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Subdivision Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board grant conditional final approval on the maps, dated as revised April 2002, subject to the following condition: 1. The submittal of the $5,000.00 Park & Playground Fee to the Planning Board Office. Approval is conditional upon the satisfaction of the above condition within six months of the date of this letter, unless an extension of time is requested by the applicant and granted by the Planning Board. Please contact this office with any questions. Very truly yours, Bennett Orlowski, Jr. Chairman APPEALLS BOARD MEMBERS gUFFOLK ~, pv� CO J Southold Town Hall Gerard P.Goehringer,Chairman tip . 53095 Main Road James Dinizio,Jr. - x P.O.Box 1179 Lydia A.Tortora �- ^+ Southold,New York 11971 Lora S.Collins �'l ppl� ZBA Fax(631)765-9064 George Homing 1t Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUI'HOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2001 Appl. No.4991 —BARBARA J. MARTIN PARCEL 1000-55.5-15 STREET&LOCALITY: 2355 Boisseau Avenue,Southold DATE OF PUBLIC HEARING: September 20 2001 FINDINGS OF FACT PROPERTY FACTSID MRI?TION: Applicant's property consists of a total area of 2.43-acres parcel 'with 229.71 ft. along.the'west side of Boisseau Avenue in Southold. The property is improved at the west end of the property with a two-story frame dwelling and two accessory buildings.. The property is located in the R-80 Residential Zone District on the westerly portion of the property, and in the R40 Low-Density Residential Zone District on the easterly portion of the property. BASIS OF APPEAL: The Building Inspector's May 1, 2001 Notice of Disapproval, citing Section 100-32Bulk Schedule of the Zoning Code, based on applicant's request for a lot of less than 80,000 sq.ft. In the R-80 zoned portion of the property,in this proposal for a two-Int subdivision,or set-off project. Thewesterly lot, proposed as Lot#2 on the Map of John C. Ehlers, L.S., is proposed with a land area of 65,740+- sq. ft., inclusive of the 20.62 ft. strip extending from the street. RELIEF REQUESTED: Proposed Lot#2 with a total land area of 65,740+-sq.ft. The amount of relief requested is 14,260 sq. R, or 17.8% of the code requirement. (The remaining lot as proposed`(Lot #1) Will conform to the,minimum 40,000 sq. fL requirement in the R-40 Zone District.) REASONS FOR BOARD ACTION DESCRIBED BELOW In considering this application, the Board finds that: 1. Grant of an area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed rear lot will be a minimum of one acre (43,560 sq. ft.) and is similar in size to other properties in the neighborhood. Nearby lots range from 15,000+-sq.ft.to 2.1 acres. The total land area as exists with 2.43 acres is one of the largest lots in the immediate area. The subdivision in the AHD Zoning District on the easterly side of Boisseau Avenue is comprised of 50 or more lots containing lot sizes of 20,000+_sq.ft. 2.The benefitsought by applicant cannot be achieved by some method, feasible for appellant to pursue, other than an area variance. The total lot area is insufficient to create two lots in conformity with the code. 3.The requested area variance is not substantial. The rear lot will meet 82%of the requirement; Page 2—September 20,2001 Appl.No.4991—B.Martin 1000-5SS15 at Southold the front lot will meet 100%of the requirement. 4. The difficulty has not been self-created and was created by the deeded size of the 2.43-acre parcel, created more than 40 years ago. 5. The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence has been submitted to suggest that the proposed lot of 65,740+- sq. ft. in this proposed set off division will have an adverse impact on physical or environmental conditions in the neighborhood. RESOLUTION/ACTION: On motion by Member Dinizio,seconded by Member Tortora,it was RESOLVED,to GRANT the variance as applied for. ''''pppp qqqq VOTE OF THE BOARD-. Ayes: Members Goehringer(Cha lnlzio, lins and Homing. This Resolution was duly adopted(5-0). ERARD P.GOER NG R,C MAN C�i I V`D i D FILED BY I i D:iinS ei111�O1 -`:GU�t tU'•4$ I Town C ark, Tcwn cf .. .. . .. a .. ...., .. .. ,_ nY.d e ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B e /� For: 1'C1c (�unel q11( Per: P"^^1 4, - ✓ R� po ,sseetl A+e Dated: 2 n3 SUBSYSTEM ARES, DESIGN CODE DESIGN CODE "U" "U, UA UA Exterior Walls 2 866 0.14 3 27, 48 40/ 24 Ceiling Roof .2 o51-1 CL-03/ 0.031 6/ 5</ 6.3. Floor Over Unheated Space 2 n y 7 0 . 0 S 0.05 a 2 ,3 S 101. 3 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 - c;�p� Y0 To the best of my knowledge, W belief, & professional judgement, z 'roc - �V\ these plans are in compliance �`9 (33 032222 1 5544 1 with•the code. �3 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ° - --- s� FOUNDATION(2ND) - - — ---. — m wry , ROUGH FRAMING&• y r PLUnIBING — �� ----- INSULATION PER N. Y. -- --"---------- S STATE ENERGY CODE --- ----- --- ----- — s FINAL DDTf ONAL COMME S Am --- - < -- z - --- - r m — --- -- -- --- � to _ Z - O Z TORN OF SOU T HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING-iTEPARTMENT Do you have or need the following, before applying? TORN HALL Board of Health t/` I _ SOUTHOLD, NY 11971 3 sets of Building Plans f TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey_f __ www. northfork.net/Southold/ PERMIT NO. J�C�O�� Check Septic Ferm N.Y.S.D.E.C. _� G Trustees_ _ Examined t ,20 � Contact: Approved Z 20__� Mail to: Disapproved a c Phone:_ Expiration (i�B g pect..r APPLICATION FOR BUILDING PERMIT fw 9 Date Azry w �i 20 0y INSTRUCTIONS i LThis application MUST becordpletely tilled in by typewriter or in ink and submitted to the Building Inspector with 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 waterways. Li. The work covered by this application may not be commenced before issuance of Building Permit. di Upon approval of tltis 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. ar 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. VEvery building permit shall expire if the work authorized has not commenced within l2 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 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. (Signature of apflicant or name,if a corporation) ,235-5- Xoissmv WF e, 11F7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,0y/gCI^ Name of owner of premises.2mn;el t Rwe `Uv/1�l�YlE (As on thLytax. 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. L Location of land on which proposed work will be done: _ of gets! ✓,' r House Number Street Hamlet County Tax Map No. 1000 Section (, 55- Bloc Lot l ►5 a Subdivision_ Filcd Mio No. Lot_ (Name) lk 2. State existing use and occupancy of pre ises an4intended use and occupancy of proposed construction: a. Existing use and occupancy 10�tait /QR�2 And b. Intended use and occupancy_ One 1 71we 'H, 3. Nature of work(check which applicable): New Building \� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost SO,OOD Fee (To be paid on filing this apVlication) 5. If dwelling, number of dwelling units q ( Number of dwelling units on each floor :3il on a - o'&- 1 a+ I If garage, number of cars 2 Ca,^ 0.69A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of StoriA 8. Dimensions of entire new construction: Front S.st Rear 55 Depth y� Height al Number of Stories 2 9. Size of lot: Front o2oal , 00 Rear ga . 00 Depth oZNaZ• �S / 10. Date of Purchase q1 03 Name of Former Owner W.y 11. Zone or use district in which premises are situated R- ffO R''l0(C/,33 12. Does proposed construction violate anv zoning law, ordinance or regulation? YES NO_ ill lot be re-graded? YES_NO Will excess fill be removed from premises? YES_NO 13. 14. Names of Owner of premisesl 4 ilge ZAgok Address 235_jjp ✓ ✓[ Phone No. (6 t Name of Architect LG rer T ,ll Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 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 S,,�Wk 1 1 cl yl 1'ntln r_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing c�ontrac above named, (S)He is the ( )( ,t )-� ontractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this day of 20 0q otary Public Signa e of Applicant LYNDA M.BOHN NOTARY PUBLIC, State of New York No.01806020932 Qualified in Suffolk County Term Expires March 8, 20 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/09/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: McGunnigle, Daniel E. 2355 Boiseeau Avenue Southold, NY 11971 Clerk ID: LBOHN Internal ID:89195 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/15/03 Receipt#: 0 Transaction(s): Subtotal 1 Park & Playground $5,000.00 Cash Total Paid: $5,000.00 Name: Martin, Barbara 2355 Boisseau Ave Southold, N.y. 11971 Clerk ID: BONNIED Internal ID:73216 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: APPLICANT::pgio. hk ��� DATE SUBMITTED: L /j/0f SCTM#DISTRICT: 1,000, SECTION: 55' , BLOCK: 5 , LOT: /'S Z SUBDIVISION:z-tin ADDRESS:ijfiCV AyE, CITY4��, ,�bh ZONING DISTRICT: ONFORMING?YP 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 VT_/BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED A(0 _NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after REQ. LOT SIZE: _ ACT. LOT SIZE: REQ.LOT COV�EIGHT A � ACT.LOT COV. REQ. FRONT PROP.FRONT ✓ REQ SIDE DT. SIDE REQ. REAR71,- .j PROP. REAR— REQ. PROP. HEIGHT PROJECT DESCRIPTION: s�j p,� l��lltli►MC_ . ESTIMATED PROJECT COST: ARCHITECT GINEE "'Tundl� WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE(_ APPROVALS RE U D SUFFOLK COUNTY HEAL H DEPT: YE or NO, (BED#): DTE: ` /U/ 3 PERMIT#: TOWN SEPTIC RECEIP r N NEW YORK STATE DE PRE-DEC 9/1/75 YES ovtTo DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: Y or DTE__/ /_ PERMIT#: Tq WN ZONING BOARD APPROVAL. or NO DTE: l IQL PERMIT#: � TOWN PLAN. BOARD APPROV/�L: r NO PERMIT#: TOWN HISTORICAL PRE (SPLA): or� NEW YORK STATE CODE COMPLIANCE (SEE PAG 2) or NO NOTES: FEE STRUCTURE:'VOUNDATION: SF FIRST FLOOR: '21'11 SF SECOND FLOOR: ZD / 9- SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. SF)- SF)= SFX $ SO_$ �� +$ � J +$ _$ �� 2. ( —SF)- ( SF)= SFX $ =$ +$ +$ _$ 3. ( —SF)- ( —SF)= SF X $ =$ +$ +$ _$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120M HH Seismic Design Category:B Weathering: Severe Frost Depth: 36" ermite:M-H Decay: S-M Design Temp: 11 Ice Shield Underla S Flood Hazards: USE/OCCUPANCY CLASSIFICATION:: HEIGHT/FIRE AREA: ✓ TYPE OF CONSTRUCTION: ✓ `DESIGN CRITERIA: ENGINEERED SCR V`►FC M /ULL FRAMING DESIGN ELEMENTS:O/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 CALCULATION99N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N 4INDOW AND DOOR SCHEDULE: l MISSLE TEST REQUIREMENTS: Y�i 1 EGRESS 5.7 S.F.&N LIGHT S%: N VENT 4%:rjN NAILING/CONSTRUCTION SCHEDUZ �1`' MEANS OF EGRfIAGRA�/N PLUMBING RISE LOCATION OF FIRE PROTECTION EQUIPMENT(Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSCK TOTAL COMPLIENCE�(RETURN TO PAGE ONE) i i TE;T HOLE BY `AIR'VEY MCDuNALD GEu"I.ILNI_.E (A Q �\ ODA RAN/ECS IPERSONp HCFC ON 'Itit- RVE - .1A7� LIG C� ,A� J ONLY IO RIC AND HiN WHOM THC lr To 'OR LIF r I�+/�[� r ' ' (` IPPECC(MIRANY,NGDVERNMCNIALA AGCNC'1, LL��'�=CIIL'-1LLi rLln L!\� I •� J O LENDING INti IIIUPUN, If LISILU HLRLON, AND I� ^' TO THE A-`.SIGNCES OC RIC LENDING INSPPIII(W '_SITUATE Vi _ rl „ GUARANTEES ARE NOT TRANSCCRABLE TO SOUTHOLD TOWN OF SOUTHOLD BROWN �'ILTr LOAM pl t p OWE,, _ HIhVWN ri LdU ML C Cl (INAUIHGRIZCD AL RRA PON OR ADDITION r10 THI'. SUFFOLK COUNTY, N.Y. ; f1' SURVET 15 A W(XAPCW OF SCCDCW '305 (N p I I T11C NEW YORK WAIT EPIICATIIW LAW 6V- SURVEYED FOR: DANIEL McGUNNIGLE COPIES Of THIS SURVEY MAP NOT BEARING THE LAND SURKrORS EMBOSzcD SLAL SHALL DIANE McGUNNIGLE FaLr BRDWN rNE NOT BE ('ONSIDEREU 10 BC A VALID IRUC F'4FcT OF TAX M4P TVIl MREF' GENEP4I NOTE: 1 7' THERE ARE NO WELLS OR i:ESSP001__ HEREON TO THE NORTH, SOUTH, OR WEST N/F BOHN R - ffYY V RESIDENCE L WITHIN ?50' OF THE PROPOEPTY SHOW�l SERVICED BY MUNICIPAL WATER hg o GR I E ?0Po l -- ---- OPEN z 4o NOR/ o Y I ( OPENL. �G? FIELD ^� o�� S 02' 38 20" W h N 81'16'50"E mho "- 492.97' 20.33' SET w PROP. DRIVEWAY FOR SCDHS L6sET E ONLY S 81' 16' 50" W •204.65 z0 �� 00 e. V 3�P• O C) ? y vl X NRc,�,I OM y ENrF PROP 3 PTIC TANK { (^) P/O TM# 1000-055-05-- 15PROP N/F MARTIN TEST• CESSPOOL OPLN FIELD HOLE UPDATED: 22 APRIL MB(IR`200T kESIDENCE r.FVICFD BY SCW'A ;CAI-E 1'— 5G' N O AREA = r3,82R S.F N V OR AVERAGE ELEVATION = 35.0 1.47 ACRES O LOT GENERALLY LEVEL LO N SURVEYED BY STANLEY J. 1`,AK'_,tN, JR, N.O. BUX 214 NEW _,L)HOLK. N.Y. 174)(, S 81' 16' 50" W 242.68' I 631 -X34-SE,35 N/F QUAD ENTERPRISES, & CO. GlIAF'Af!TEEU T0 DANIEL M, (:I INNIC,LF OPEN FIFI II _— _ DIANE M(GIINNIGLE FIDELITY NATIONAL TITLE INS. CO. I I(_.FN'" AN .UR �Y(>R NY'_� Lic . 4!):'/3 03C1228 3009 TE-,T HOLE BT ""RAN TIE INDICATED HERE ON SHALL RUN :1 ]FIVE Ml DIINAf L, l:E,.I`�1._IE NI E ONLY In THE FTA5,11,1 CI FOR wHOM THE SOEVEY ��F IS ,IAN 02 I'. LE CFARCD, AND iNHl BEHALF I" I( IHC DF�1_.r ICED FIc/ )f iE l� T1 RRC UMFAN) ION, IF LIEN iAL LACC 1 L I\ L1LL r I\` r LI , LCNDIN W-TIR/RNN l! LI-ICD H(fi(YM AND i1NIf. (;NEI !1 TO MEA _I(NCES OF THE LENDING IN-MIRr➢ON SITLIATE (UARANTCE, ARE NUI IR4N EE64.,C T SOUTHOLD, TOWN OF SOUTHOLD 3 20pn BF)WN '.ILMI U_rAM OL 611AAAADIPNNA, IA.TI RIBON -fi _UIiASLE TO pwNCR> I'-' LINAUil I,'AD AL rICI RON SE ADNI RiW in MIS. SUFFOLK COUNTY N.Y. BROWN C, ..LM ML NE NEW I$ A VIOLATIINd OF SEC N L Wl1!9 OF THE Nfw r"oRK ST4TC EDUCATION LAN IOPLE, OF THIS -,URI[I .MAF NOT BEARING SURVEYED FOR: DANIEL McGUNNIGLE THE LAND SORVFYORS EMb(Ii$ED SEAL SMALL DIANE McGUNNIGLE PALE BROWN FINE NOT BE -W-111[AEo Ti, BE A VALID TRU[ CuF TO CCIAR;E SAND _.W FART (IF T4h MAF' NI_IMBtR 11)iU- C5`-0`-07G C.ENEFAL NOTE: 1{ THERE ARE Nu WELLS OF CE-,P00L`, 17, HEREON TO THE NORTH, ;Ol1TH, OR WE',T N/F BOHN RESIDENCE X WITHIN 150' OF THE PROPOERrr SHOWN SERVICED BY MUNICIPAL WATER �$ ^o O OR OP r, OPEN �� FIELD ID S 02" 38' 20" W h N 81'16'50"E mho 492.97' 20.39' rT, MON W MEIN ti SET FOR SCDHS USE ONLY z _v S 81' 16' 50" W 204.65' 0 O � O v rry-�1 p N "1 69 O v V � I 'TOUNON,uN NL'Rf�f N N/F MARTIN 70.r ,7.g' SURVEYED' I0 DECEMBER 2001 OPEN FIELD '�f' / UF'DATEU 22 APRIL 200_'' / RESIDENCE SERVICED BY SC WA N Pp- 1000--0".-OS- IS 1000--0".-OS- IS p AREA 6-7,,028 `_..F N V OR UT 1 47 ACRE'_ O ^D N cL R'VEYED BY p _1ANLEY J. I`'AK'=,EN, JR. MON CON` F' 0. BOX 294 SEM M°" NEW SUFFOLK. N.Y. l 19-',t; / S 81' 16' 50" W 242.68' F; i - 7;4-58;; ///JJJ I� D N/F QUAD ENTERPRISES, & CO. I:I IAf'AIJTEC[1 7u fIANIL I. M, (,I INNI(4I r)PEN LET IL) _ ____ _ __ DIANE Mi:(;uNNI(,LL Iy'FfJ'•FD IAN I ,IJRVEIL.1 FIDELITY NATIONAL TITLE IN`_.. CO. I 7G urn' iW i ,,AN I'I,00 II � .,N,1:1 N I i,,Nfv I,IN (I%u Now DLN,r) 'I ('� I-i,. . t•-Jr,. 4'i�7 03C1L28R-i TEST HOLE PI GUARANTEES MDMA TED HERE M SHALL RUN `�LIPFEY Ml- D1=1NALDJAN L 02� ENI..E ONLY TO THEPERSONFOR WHOM THE SURVEY r` �j G �1n r C T C IS PREPMED,AND ON HIS BEHALF M THE DE -, IBED PROPER I TIRECQMPMY,GOVERNMENTAL AGENCY, f rRi, I:NCI LENDING NbT/NRQV,IF LISTED HEREON,MDCI TOTHEASSM.NEESO MELDJDING,NSTRUDON 61TlIATE BROWN SILT, LGAM OL GUARANTEES ME NOT TRMSFERABLE TO I ` N ADDITIONAL INSTRUTIONS OR SUBSEWD OWNERS. SOUTHOLD, TOWN OF SOUTHOLD BROWN LL,AM, _,ILT ML SUFFOLK COUNTY, N.Y. L SURrt RA ALTERAT SEC W ION TO THIS SURVEYSAVISTA OFSECTIONW OF ' THE NEW YORK STATEEDUCATION LAW. SURVEYED FOR: DANIEL McGUNNIGLE COPIES OF THAS SURVEY MAP NOT BEARING THELArm suRVEYoas EMeosseDSEAL snau DIANE McGUNNIGLE PALE BkowN rlNc �I WP BE CONSIDERED TO BE A VALID TRUE TO COARSE LAND bW TAX MAP NUMBER 1000-055-05-015.2 4 GENERAL NOTE: THERE ARE NO WELLS OR CESSPOOLS IT N/F BOHN -. HEREUN TO THE NORTH, SOUTH, OR WEST RESIDENCE L am- i WITHIN 150' OF THE PROPOERTY SHOWN SERVICED BY MUNICIPAL WATER R n$ =of _� �OPQ G `i Q Z I_..._-,.._._..._.._ .. _. OPEN 'All U� FIELD S 02' 38' 20" W h N 81'16'50"E ��� 492.97' 20.39' xwolN fcNcr rewm of vrrottnrr uxT M MON ~ SET SIONC SLEND DRIVCWAY (UNDER CONSTRUCTION) FOR SCDHS USE ONLY z a S 81' 16' 50" W 204.65' G co 9 co o cavAc'tCr yr N �l ONE-SIOgr FESIOENC '0 ] C H E44 ..6'V m. N/F MARTIN au �•a 'i h' SURVEYED. 10 DECEMBER 2001 's OPEN FIELD e »w" er 'IOW' ,�cssPUPDATED: 2 APRIL _'003 i nn 'AmnI RESILIENCE SERVICED BY SCWA -� s� SCALt 1'= Sir' N P/0 TM# 1000-055-05-15 O AREA = 63,3 R S.F. cn 1.47 ACRES � O O M ry SURVEYED BY O STANLEY .I ISAKSEN, JR. MONCuw:. P.O. BO 1y4 M`JN NEW r,U F(-)LK. N.1'. 11 SG GUARANTEED To S 81' 16' 50" W 242.68' G31 - 7 4-5" DANIEL M,GUNNIGLE N/F QUAD ENTERPRISES, & CO. DIANE_ Mc C;LINNIGLE `d?L17H BAY AB',TRACT OPEN FIELD — — — ---- - H`,HL MURl(,A(,E CuRF'. (_f N'�L L D RVF) l)h, 7 I Au,.0 ,1 ,r, IINAI -. 11M 03C122BR-2 1 .e MN "I I„I AIL I111WHI �,N� rin 111IINIIAIkIN (IXTI1(IUR I,NIp N7 I Ir_- NIT. 4 i17S - - -13�W 71k fi'TI' rg...-'7lia , Rari'?.�a?drilE,Li.f1'i", e>G F�.�� 4t . Slt f3 CSnf.7'rze�ror,. � . a �'y4;S'T`wA ts-r "'«talo Urauc�.s�'aN'�. THFs� .PL1kr.{5 X',kr uw?`•C �"" - � . . C.kF+t�k Ca hs'H1W�_E,;1uti.�4 -vr- Q STiTrru P2iocti :t^a ,`� rtw' 15urc-�r4'�. i„arv1Sr� �cTlorJ © k I. _ I r 1 cN _ ScT Do UNTIL LOCATION fa CNO'rl.p..- Co.lr„n FRAM ON Ta&aesSURVEY OF FOUND UMEONTERSCERTlhI , - HAS BEEN ~ REQUIRED y m APPR ED AS NOTED DATE B.P.4 FEE, 0 BY: PLUMBING NOTIFY BUILDING DEPARTMENT AT ALL PLUMBING WASTE 765-1802 .8 AM TO 4 PM FOR THE &WATER LINES NEED FOLLOWING INSPECTIONS: -_--- '! TESTING BEFORE COVERING 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING --- 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW d _ .�.-� f Q YORK STATE. NOT RESPONSIBLE FOR -cq=`- 'I , I f l ” .. ORS. �' DESIGN OR CONSTRUCTION ERR / i COMPLY WITH ALL CODES OF it if i ' E/ f f \ NEW YORK STATE & TOWN CODES - a g k DITInNR - 1 - - _�✓,/t,✓� AS REO I� TSAKIDIN �f ON,rNwyn /Z SOYUTNOLD"llo BR tea d� r I`tfrSixa _ 3 SOUTHDID �I 1 SOUfHDIDTGvVNTRUSTEES Q LJ u� N.Y.S.DEC I - - Z � � OCCUPANCY OR - USE IS UNLAWFUL k 1 WITHOUT CERTFICATE OF OCCUPANCYj I nOODZFo �/A COMPLY WITH CHAPTER '46" ' FLOOD DAMAGE PREVENTION1I— SOUTHOLD TOWN CODE. NAILING& CON�ECtIONS REOUIR D. _ PLUMBER CEOTIFICATION _ ON LEAD CONTENT BEFORE Ste+ CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. UCTION SHALT - - - 4E OF NEW ,, MEEOLL T THE REQUIREMENTS OF THE s . 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CL I a + -3ji LU v GC x, t 0' p LL , ir3 � L ,sd:.lTIN 4. ! 77 - �. ` �a� 'r � z , .ii •yt " ��, SIS �� f 1 '�' , 1/ Ir ,.. i'.� �,�.T,-� 1^_f ._ >'�.s�?` "CiI C'T~Tbr�#'. - - — _.v. _ _: k,•� ,�e�. ...,,�.7y'.�. •.+F. ' t�,' ^ J lrl5r nt oy= ��•n xn t'$' } h1M., r -_circ -t3ssrt.�?ra. fns�,rra»�• rn U e�',. - -,,,� MSA //r 1'Jr `•3.�. �-f.L3'"�'''t_�'[i_iu n_,I' 1 'b ' ,].rzT' ' �.. „ - fg4.OF mcp _L:bG &ofiI'oM g�A'1'E,.��}"Fsd�ri Df ., � '. • - . ' , .,p thj 2.' S..'.is �' �. '+�, T°'�` "f5r�'. POµ'R?'�.- , � � �. � - - kfi� "" "I` ,,�, ' CanleffesC�. 3 3ATa' !� — f �: , 41 CL 1 STRUCTURAL WOFOORDwN._LD.P_EN�CIG'PN hOctRwWIN�rN�dcRNi+vE"rraDtwA6B1aR19 P�(3TEC10!. OW�AN .D P4P9 RO E DULE +aFxtgo !I'>•I i I i ' (MA1uMUMuMEAN ROaFHEIGRt 091 } - - - "3U +}1R 1 + _ " ,Ink ' L MUTII'BOL'TG TMS$rIMBLY ')N" ---', ', OCI '4 lip *tv 50 } j ' - !~,U¢A �'4. I� c- XC. wo ",, 'dTA'Ft Y 40, S- _.14.1 D' „ �•'�. A ���o ' .. "P"kAArL r I Wv.�', TAlr I .Iq - - s �, I � : ' Wpi O(ItlxIC an ''$L.al 4 W „ V W Fc' I P � I. 1_.41 44 acF" ( ., r4` O.,In £+ P7" rgnyr i. D "ne—D 'I I ALL WINDOWSTD,BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL I� � _ CALCULATIOSAOR WINDOWS BASED UPONEXPOYUNE SMUSTNAVE DP'VPG ADEKIT', Cor FFIC15NT 1':o WITH }2drmph BASIC'WIND $PZOD, AS PER E MEETS NY, STATE EGRESS"REQUIREMENTS TABLE'R 301',2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. . - - - CUSTOM GRILLES'-' EE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH-REMOVEABLE 616"WOOD STRUCTURAL PANELS WITR'MAXIMUM OF 0.8'$PAN, FASTENERS FON $PANS UP TO 8'-0'SHALL BE 21/2.-40 8 WOOD SCREWS AT 16`OIC, FASTENERS - FOR SPANS UP TOW O'SHALL BE 2112"-108'AT 12"OIC. TABLE 301.2.1 2 - ALL NA)1,R41LIYE WINOPW:9 MUST USES 112"HEIGHT.$CLL'$TOP LO R;STOOL)AND THE ADDITION OF A,112'X314"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1.144' QUIRE.rN B'INSTALLATION OF;A SPECIAL'$ASH LIFT INCLUDED WITH DP UPGRADE.SILL STOP KI,T), ' 00 ALL UNITS,MUST,MEET,OR.EXQEED'THE MINIMUM DESIGN PRESSURE REQUIRED,'ANYLMULLEO UNITS MUST MEET OR EXCEED - 0 r` 1 TIMES THE OO$I RRESSU94 REQUIRED AND MUST TRANSFER LOADS TOTHERQUGH OPENING SUBSTRATE. ALL EXTERIOR CL p' r GLAZING'MLLAT'MEETABTM E`1990 TEST REOPIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. Z p; ROFERTO SOCTION A }80151,4 FOR ALTERNATIVE OPENING PROTECTION: Z n R 4— OF 4"D ROOF VENr � 0 d' M TABLE 600,PANEL SPANS.D<4'tl"WIDE SPAM - - RD . ;.L .__ _ __ __— ___ � a Qz � IX 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") Z USE AC GRADE W12 COATS J YXfERIOR PAINT 2 SIDES;LEDGES. LABEL ACCORDING TO LOCATION , - ATTIC ASSEMBLY: - ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl0SICIP Ti.(w/WASHERS)GALVINIZED OR � 1112 111N STAINLESS STEEL WOOD SCREW®1$"A-C, OR,BETTER ' wj ALTERNATIVEWRSTNER FOR SHUTTERTOBUILDI14G. . 110 TEE NUTS A''tTACHED TO BLDG.w/4'10X 1 Y2'(W1 WASHERS)MACHINE BOLT @ 12 O.C;, SH9WER f ?� _ SECOND FLOOR WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED 'UTILIZING VIBRATION RES(STANT.ANCHORS HAIVJNG A MINIMUM WITHDRAWL CAPACITY OF 480 IDS. - C.O ii - - - _4, ' t119 T�1 . SHUTTER ASSEMBLY ' ' SHUT KITCHEN FOR PANEL SPANSl4'-0"OR WIDER SPAN- a F,q,l p LLFl - - {I I - ''SMI CIFICATIONS'AND ASSEMBLYIDENTICALTO 10 41,T SPAN. - - _ 1414 114 -11rz 1414 "4 j wV , !^(GIME ADDITIONS: - _ SINK - �o 1..{. 0 D.W. _ _ I 2x4$TRONGIBACKS Q?W"OC _ � - � � � � I � � � d' FIRST FLOOR _ � Ind ASSEMBLY. +L- _ _ . . -""'�` g. LL 1). PREASSEMBLE PLYWOOD TO 2x41&:1110x3'(w/WASHERS)Gk VINIZEDOR STAINLESS STEEL_ Is �, WOOD SCREW® 12 O C. CO[[ - . . _ _ -.a ;� 1 4 _ - , TO SUFFOLK COUNIT DEPT OF HEALTH a �, 1} LTELRNAIIV6 FOR OPENIt Q PROTECTION Hpu' 'SERRVC SA PROVEDTRAP Lu WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF T/I6 ANO'MAM,IMUM PANEL SPAN OF B4O' + -BASEMENT ------ --- '- --- -- --- - SHALL OF PERMITTED FOR OPENING PROTECTION IM ON AND TWO STORY SUILDRIGS. PANELS, � 'SHALL'BE PRECUT,TO CtlNER GAA2Eb OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION'1 S09 1:4 AND 1609 8 0 AND TABLE 1809.1,4) P 'gE Oq - C AL PANELS T SLOPE".174"PER FOOT PITCH TO DRAIN y r TA9LE 1604ST' WI14 -L--- '— - - - -- ----- Y NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUC7UR - FASTEOMSPACINO flNrHEB) PANEL SPAN 1220" ;PANEL 4'-0"t P"El. '-d'q,P?IRK - - - @ PA,eTENE 'TYP,S SPAN'i 1'-0' $PAR-+',4 0 BP#N 8.0 PLUMBING �j� �y,) p �'^ p A n A 241 ^ #6 vvo ' a EwB e' . .1a. e - 1"LUMBING D3IVI 2112' 9t 1NObP N 1 .. SCREW8, X19„ j A'THIS TABLE IB BA$E0 ON�A,NAXIMUM WIHO�SVSED48:BEOollo GNST)'OF A89MPH'A'ND�MEAN ROOF HEIGHT OF 3X,,`1 OR LESS S'_ FASTENERS SRALL SOMST41,0)AT OPPOSING ENDSDF THE wODb STRUDO'URAI_RA'N$L C. WHESESFREW$ARBRAT16NNETOMASDN0.YOR MIL$ONNV/STUCCO,tNE1r SHALL'DE - _ - ATTACHED VT1I,IZING VIDRATIDN IIESIBTANTAI/CHORS7MYIN4'A MINNg11N.YyITHDRAWL. - - -� QAPACITT'/OF 480 LBS. RIII �' i dRAFTER U.SPRS25OAT 21 - - • l� i''x''t , �1w T; I A 'rRAFT RIDGE/RAFTERwmicr'... I - - -- - --_ -- - KING STUDS —--- ' -- - 'RAFTER - - ; 'STUD -- _ _ _ <J ! W i j RIDGE- RAFTER- ,_-___-___ JI TOP PIATE-- PLATE .}RT7- - _ __ '.• ) - C7 i I - USP RTi6bR(2 I HEADER fl RAFTER _—_— -O 46 . , � ,TOP USP- T3 - UBP RS250 AT 29 ____ - USP 03260 AT 98" USP LS OR TMU IES USP RT20— WALL 6TUD ----_— USP RS250 AT 12" -._ I III ; WALL STUD ., CONNECTION USP PRQDUCT M1MB I JACK STUDS — �' A RaFTERRIDGE/RAF7ERWLTH CT" RS250 21" .� . RAFTERRIDGEIRAFTER WITHOUT CT 0$25021"+ LSSHI7B Doll f - - - - B , RAMRIPLATE/SND RT20 - ' - RAFTERPLATE - RT76 or 2)R17 PLATE/STUD RS250 10" Al RAFtER/RIDGE/RAFTERwrocr B .' RAFT R/PLATE/STWD_ . _. PLATEa/STUD- HeaDERsTUD Rn _ _ = _.-. RAFTER/PLATE -. EADERlJACK ° C HEADER/STUD M � HEADeRJaCK$IUD, R5250 12" _ D FLOOR TO FLOOR KLFTA or RS260 36" STUD/PLATE/SILL RS250 3B" O Q . STUDIPLATE ' 9S250 IV, Y,L• r, PLATE/SILL MP6F W VA' s �. F ANCHOR BOLTS' M16 0. G j ' - - tl T NC OR FOR DECKS PAU SERIES r' co G PSA H ' - - - COVERED PORCHES CBE SERIES _ ANCHOR FOR COV S I POST NCH �• iNB,OR 2XA:-18°OIC COLLAR TIES MIN,-I _• _ , _..._ I SZ (D POST USP CBE P,C.FOOTING- 2NO.FLOOR WALL STUD-- '2ND.PLOORWALL STUD--- 1ST.9LOOR WALL STUD— C-Q 1ST.FLOOR WALL STUD----- LU 2ND.'Fi.pOR PLATE, r _ FLOOR PLATE - -``-_ . . .HOKt FDR covERFD PoacHEs U 2ND,PL G POST ANC SUBFl.00R;- - - QUBFLOOR ' 1ST:FLOORPLATE 1ST.FLOOR PLATE - -- RIMSOARD.- ._� ____ _ __- 'U ' FLOOR - ___ SUBFLOOR ._____4- 1 Z ,RIM BOARD 9UB _ _ USP KLFTA ---------.:_��. USPRS250AT30" - - U$P3525q AT36" --" �- USP 05250AIM I IOARD —.- � � RIM BOARD1ST.FLOOR TOP PLATES -- - 1ST.FLOOR-TOP PLATES --- - POSTDOUBLE SILL PLATE DOL93LESILLPLATE ^- — -' i5T -LOO WALL LBTUD 1 'FbLJtiDAT10NWALL �E3 . FOUND TION WALL— —��" �F ! fi\ - u STUD._— 1$T FLOOR'WAL, USP PAU - �', ' w .. P.C.FOOTING,__ a1 03 PL-4 "OrEs 1113 3 nL E_ t$TUplPLATE . 4A ElSILL ._._ G, , ,PO ANCHORS.FoRDEcKs . f - tL P T_. G P �v ,�FLQOR TO FLbOi�, p FL,QOFt TO ELQOR ,5T�1DJPlATEfSf -. : _ g nq„a, ggue to bed'2,douplas'9r or better,be stud gredearoager Y9' gk,',AlF other Wrong ' ABBE ST. INCLUDING IF1 -a 1.The Information on this set of Construction documents is to ne4*1MONIO design T AILING 'SCHE forgenerally"'def"gapd bW�e egded aria coplNin6ova�NewY t.All ha 21P}end 21(G { .TBLEST. INC WNNGE9.IT�,Q'N'Wdpb'F AME CONST UCTION MANUAL y l' 9 g practicetep and cpmpggnde w1gT'- r . . - glDn laYxs „ JO I`NT IY ESC R IPT . N _ _ I I gtatabuildln ,ppdew. The - , r AIRF Y" g general'gorrb'ectrm W.reaponsible,for'Vxwiding etattdattl $;AOW{9gp Namtnq ire-pdntsetwitlr GgndfBtppf':(n, ly pieaallre peeled. NAIL QV N 1L SPAGIN.G. I ' �# II ij i sound, e d wbatllerd tlbrbcedufes tri anwleal?rgteasbnslH snieharl,struptura ,' PmVlda rid I /^lRllli." . details - trfjlgffOgT DIstOMnderalt to AoOr 1 A ",s NAILED eo" WAL 1 I - ., -. „1 ' ATE V asd, FER.RAFTeR - pefatkE Irgcoon.Mmes! 9ARTkR TO qOP PLATE P4,AYE_ Td 10'-0' WALL: 4-8d PER RAPTER RDF FRAMING 2•terecgon belweeri`trgoes. erwise spetlfied , ' ertING Jo1sT ,TOT a^ { r m 4bmpleted"Protluaf, 3 IPIa sRan4 To t interaction CphhaGtar tD aJOfdibate ati sub axltr}omfa adpeduti5 d/Werk,Ind - x. '" .. f�'�E,M malafnPiRBd 9-0"tl(6,tOrgll QrgBMignPt ' C�7LING"J018,7 TO PARALLEL RMFTEft. FACE NAILED '10'wP-WALL'4-Ori PER JOIST I' li � I , 9 D t'- WALL: S:Bd PER JOIST I OrN; sWidbltlpkl . . ., CEILING JOIST-LA A EO SEE TABLE 0.7-, EACH LAP _ _ F TIT F.40 AILED SEE TABLE 9'T FAGN LAP I Im . . Prowdexryepl or . > % lumberA j0iH8 PS PAkT 3.Thegeneral rentraCiglle reaponelblO for egwO maEatlaiol�i and paflspuctlpn, OP'LCA'R'TIE TO RAFTER '.FACE NAILED' SEE TABLE 3 / , PER TIE i�WW Iw meet&ereXDeedi eunanifedelel,_sbrte and In "1 CDtleslOmpunGea afljiL 4UCban_ /" arm groove plywoodishatl 6T0 RAFTER TOES NA am. These erxler p IAI IjuB Vis, 5qp @ revel ti11oPr. t3lroH gbd" ti61111or. Fh im Mria R4M son Eq ". LED Q [ sfa4q be egnsidered arpart pf rtes eciAcatlanefir a ji ' h IA aj material - IN SOARO TORAPT END NAILED " EACH END 1 el' - pti sOreW ypi101YrJW6 . ,TQP PLATE_ LATE PAG 2-14tl EACH ENO plyxrogtl'dpcking to o ' uuuUW a adlleGed in , ,- 'B..All windowsnd door headereto be mimm@rll(2j 2%10.MnlestlplhevAl§especified. TOP PA ES AT INTE E'NA'ILED 2.164 PER FOOT - U.1 IIS 'end,should 110 tO eVen If are YanenCe'wxtll1ne�aCele down ra ' " - _. NBA DERTO UE TpP Pk SECYION S, 'FACE NAILED 248e 20f"I OIC -EACH 510E - Q llml A. Dimensions shag take precedent scale"Wings(do note, gal.-: � pglrgenorhe'adq [gbe(27�%10 ynleseolttelWiae epeDAled, ' • PACE RAILED H AGER FACE'NAILED tad 16" OIC ALONG EDGES S, The,deN her hes not 4500 - - OF OR BOTTOM PLATE-TO'STUDJ ENONAILEb l - li tl g egjyq dfor ooRetluction"AMpeivision and wormaeno "�7:Pro 11 so9d"blPPking Under ail boating wage. � 2-16d PER STUD pqpp��e,'� 3.1Bd PER 2X6 STUD �, L Construction tech iques,�s q ince ,orlp procedures, ures,L or for " BOTTOM PLATE TO FLOOR JOIST; 4-1 ad PER'2X8 STUD : i /� ,_I conaWctlonmeane,methods,lachnlquea,sequences,prpfOCedMrea}Of fOf safely „8'.All beams to daYpadeguata beating at each end Drag speoiAed: BAMOJOIST, ENO JOIST, OR BLOCKING FACIE NAILED 2-16tl PER FOOT 'I precautigns and programs in connection'with theworkL There'and no warn mitre fora .' .' ' " - . -�.� .I specific use expressed or implied In the we of these plana: - 9.All such beam aro)Diet intersections to IiaY<'galvanized hangars. PLD o R F,RA Ix G JOIST TO SILL, TOP PLATE,OR GIRDER TOE NAILED 4-ad PER JOIST 9. Refer to scorpions,exterior elev"Opr,and wind schedule for / B RJIGOING TO JOIST TOE NAILED 2-Bd EACH END I 11 O,W types OF 1D:'IYp1pYl exterior Waaa 811d f00ftq be',J4G 'W(111.,Ee1"gl([enUf grade plywood of - B LOCKING TO,JOIST TOE NAILED II' 2-9d _ EACH END WIFlOOWa. AttwMdQWa fD be Anderepn noel,t'-pOftOmiang041Wiilr Or 8pp10Ved Deus[.. 7/18^Q59 p1yMR2pd,glplrp 1.APA fat@d, PIltW0O to span D�ldrlilPlatea and' BLOCKING S TI SILLBA TOP PLATE TOE NAILED 3.16d EACH BLOCK - 'headers. : - , LlSDGER' STk IP TO BEAM - FACE NAILED 3-16d EACH JOIST I�wl 7. Door a0tl 4Andaw'headtlre 1089gn uNdss othemgee noted. ilGIST ON LEDGER TO,BEAM 'TOE NAILED 3-ad PER JOIST II il . l l _ eAND JOIST TO JOIST ENO NAILED 3-164 ,PER JOIST LLI 11. Provitlq•inaulationbafffea ateave Yenis'bolvolon Odgers, AND JOIST TO SILL O R TOP PLATE TOE NAILED 24Btl' PER FOOT - B.GehBrel"Gonsactarlaio,•enqura Matnxlgonry andprdebncated firsplace ' qq SHEATHINGFI� � I I, constroDNon masts or exceeds BltmanufactuleT'B spedificaliona end apl9foebM'godes. 12.Exterior sashkfgto be 0onectly installed stall cornectiocs between mora,walls; _ Chimneys,projections,and PeriatraboAs as required by WpR)vad construction " - STRUCTURAL PANELS _ 4'P�RIMETF 0 O i II 9.Generale contractor to Consult and coordinate wAhthe.awnerand.theplansfbra(I practlpes.• - 16"GID - VAT PANEL EDGES - 0q ANp qT INTERMEDIATE SUPPORTS IN THE PANEL FIELD VI built In Nails such as 40okcases,aheiving,pantry,Classes etc " INYER OR Z_ON5 - 18' 0/C -9" AT PANEL EDGE& AND 12° I I,SLJJI 13,Genmiwr&attri_rtOP/ovWeadequifealdcVonflioi;tlBn4wavemB. aq A INTERMEDIF ESUPPORTSINTHE�P NEL FIELD FQkI Rq0 BHEATHINp W rTH{N /'-0" OF THE PERIMETER EDGE OF THE q0 F, INCL40{NO 4'-B" ON Eq Hs10E OF TH ROOF PEAK, THE /'.B" 10 ProYldB hardwired gmDke dBfeDmre,WNlt battery-4ackUp,OO ail flo0ls end in each PER(METER EDGE ZONE ATTACHMENT RED U IR EM E N TS SHALL BE USE D bedroom,veriy With local Coda requirements as per Section 83,17, NewYorit state 14.Provide Appropriate'soffit Ventbagd(I,gt overhangs. - - TLING axEArxmG Residential Construction Code, IDstag carboh monoxide detectors as peroode GYPSUM WALLBOARD �� 1 ., OEf R.AL PLUM91Nf9INOT S - . , 5d COOLERS 7" EDGE 110" FIELD I; I • " - ALLSHEA HIN GENERAL FD�iN�AT, t6N NOTE 1.Plumbing ag4contractor to be reaporalbldfor adhsin®to it[applicable Code and' aTR•ILLCTURAL PANELS 4'EDaE 7 NF . ta' 0IC - a"AT P A N E L EOG E S A N D I2'AT safety rSquiramems. - ed INTERMEDIATE SUPPORTS IN THE PANEL FIELD h.Gensofnral ishedoQrntractor to RViEwplapieigrado, add details to'determine Intended " " ' 1NTy,R,O,R_-;__NF :1e" OIC -a"AT PAN EL EDO ES AN D I2" eE AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD f" " dD heights of finished AOOf(B)gbOVe lyplCat;gf8dq, 2, 1[wel(plabaorjgtete al'p'cUt[luring the 1psfaflabOn of Plumbing fixtures or - FIBERBOARD PANELS T/18• 6q 3^ EDGE 76"FIELD equipment provide brach to is framin .beck[ ether. ed S' EDdEls- FIELD 1� ' 2fil32" - T /111 f00tin al0 fea(OII UnrgatUfbBd apil. $ 9 GYPSUM WALLBOARD Q , g � � ad COOLERS 7- EDG£ IID"FIELD p I 1�_?tLL- VOIC -a" AT PANEL EDGES AND 12'AT GENERAL HVAC P, 3. - " HAgIDaOARq 80 - INTERMEDIATE lUpPpgTS IN THE PANEL FIELD ty) 1 3. ProvideWexpansion joint mabldsl'be""all_Concrete slabs and abutting ad INTERMEDI DIF -15'0/0 -VAT PANEL PANEL AND 12` W concrete'or masonry Walls DocMmng,in exterior or unheated interior areas 1.Mechanical:subcontractor isR " AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD W r• sPoneWl4 for adhenng'to 2Af applicable code&and qR &HEATH o VI safety requifeme0te: irLOO SH AL PANELS - 1" OR LESSto 4'.Concrete on 4"Send or gravel All m)rlimuml wtUl sxa- 10/ld afire mesh relnfoniing. - ad e• EDGE 112' FIELD Interior slabs to be placed on 6mil. stabilized polyethylene Vapor barter. 21 HVAC Subcontractor to guilty Coordinate sit System data and requirements with the NAILING R ELIN ENT!, ARE BASE N A S E HI MAILED WO ATT £ P NE EOG 7777 L HEA 1 IS NAILED 3' OIC AT HE ¢ ZO equipment suppller. PANEL EDGE TO OBTAIN HIGHER CREAN CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE 7 - 1 t), Provide crawl spade ventilation per'lacax code requlremems, _ CONINECTORS,SUCH AS SHEAR PLATES, SHALL aE USED TO,M AINTAIN THE LOAD PATH " (<�i O - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER pF NAIL$ SHq LL BE PERM RTEtl TO BE "- S ' 3.HVAC subcontractor to provide final system layout drawing and submUtto general eeO,uCED TO 101ed NAIL PER FOOT 8:General Gontimator to In§tell cop-r-tax(or copper)shEet metal tern al shields contractor,owner,and equipment - 2' <' eq pment,auPPlier for review anti approval. ' between aA,woodsurfapas that am exposed to concrete or masonry sudscea. +�i, � 7.Dempprocfexagmor of foundation wgh a bituminous ooebng as per Doge anti Doli NEW COD conditions �ERAL WINaP OTECTIONCONNMM ECTION-NpY B '-�! ------- TABLE 3A . TAB[E37 Adeptedpom Slandom for Humcane ReAiAtAia RetrideMlal Construction;SSTD fO-99 Was SSO HIGH VgND EDITION VBOd) i9B53BCH1GFINarpFFd)ITIGNIAWDFPAa£ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA and 1999 SSC High Wind Edition Woad Frame Construction FRAME CONSTRUCTION MgMJpy GENERAL FLOOR PLAN NOTE8 "' Fasteners and Cannectgre for Wobd Frame Construction - RAFEER SPACING Te"O/C � - TIERING SEVERE 12DR10FASTESTVA"PEED Rr•FIFRSPACINGiS'O'C FROST LIN DEPTH 3•-0•' 1.Dimensions&hall take precedent over"Is drawings(do not scale drawings). 1.A continuous load path between foNin s,foundation walls,ADDIS,studs and roof ROOF 22TTJAN ' g t2` 2D 20 RMRE MODERATE TO HEAVY 1 r framing&Toll be proYtded. - 312 it 14 DE Y SL GHT TO MODERATE _ 2.All afloat, walls to coveretl vAfh J{^gypsum board wort metal comer reinforG(ng. PITCH !SPAN(N) MAIL$ 4,1 S 8 tt WINTER DE91GN TEMP 11 ' Tape,float,and santl(3 soar&). - 2-A g devices not included in the 4: 2 T2 &72 3 s 7 ICE SHIELD UNDER- _ _ AS PER MANUFACTURER'S 3•-� ,! 111518, - Standard Building,Code,Table,2306.1 shag be in accordance kith � 18 4 � 7:12 3 4 9 IA SHIELD U_ R . AS PER pprared DonnaCfore, gnphore end Other faatenln 3.Walls common to garage and house to�lavaa layer of 5!S",fire rated gypsum board manu(eoturse$recommendatidn. 20 6 (j ) at garage side With 5'A"return on adjacent walls&otos Manufactured lumber � - " ' 24 ztz 3 3 a FLOOD HAZARDS � requires 2 layers of 518',;Arereted gypsum board! 3.Mato[plates,adnueemre,screws,bogs,and nails exposed direptiy to the weather or YE h su*d to salt corrosion in costal areas,shall be stainless steel or hot dipped � 32' 6 Z r4.e All path plum et area welts and ceiltregs etljateTd'to•wet areas to M1ave water " 36 - W resistant 9alvdPaetl. 5`12 _ T2 3 U gypsum board,or wall Ole Det gnwontlefb0arp qr equal. - ' ' TB ( _ studs,header sty d tlogro interrupt wood structural peliei Sheathing and Biding, '" 20 HOLO QUILDiNG QWARMEW CRITERIA Z , E x TE R la 9ALG o•N I>r s ere ays Il rnetoro shah be provided at the top bollpm of r a 1 O.CCUPA Y CLASSIFICATION -3 RESIDENTIAL-SECTION 314 BUILDING CODE N.Y.S. 4.fro and DESIGN Q'Ab CA'LCU'LA Q.'N framing anchors or co cripple u ds and at least one stud at each aide of opening. 26 O IN MUM :U N'IFO LY 'I t U LIVE LOADS ba 32 ' T E DWELLING UNIT -SECTION 310-310.2 SI t4 f'f}1w;uY O SO 5.Ridge straps ah be atkched to eaq¢palr otepposing raacra ekcept whine colla - 2'' IG14T - 7 - - 1. J DECK 40 beg of'1x5 ar 2x4 lumber'fa located in upper[him ofatbc epeaE and a al4k to sech pail 6:12 12 ' (SQ 0 S. '{J$ SQ. .'BASEMENT p, A TIC' WITHOUT STORAGE ' 0 of msen. - 20 " "4 I176,6'A SQ. ,FIRST FLOOR H• 2 .4�AGAE,rk"' to A. TICS LTH S70R NI '40 . ' B,UpIIR amneMbrs.gball Be providetl at each lager bearing, 24 ' � t(,U,3,'Ysa 'SO'-Fi,'ISE ND FLOOR �*'1 RO MS OTH R THAN SLEE :fNG RO' M'S 40 }.( 9 L'EE P N G O M - 3 4.Floor M AgpT Eiplit-downs to be provided ivory,46,and awry' 18"wi hin 41of exterior ' 32 yj4 to.15 Q.P'[,i I V IAL - E fS W 0aq� ,Fn.hMe A ` .. A.Si fRlate to FQangsbon ArjGhoNpe: tion plate shall,blt:anelwned W gle fourxcfation 7:ta1riz b ', 2 NP OF CDNS,TRl1CTION OODF vJ' C1 " c R i A L U FON D RAME CANSTRUCTIQN Z c 1 L : 4 DES N'C RIA. PRESCRIP' SIGN- 1988 HIGH WNND ED WFCM . . n,1: F I �E ENTS - SEEFIL PIANSAND6 CT(ONS ARC HtTEGTURAL GR PHIL STANDARDS .wqh anchor bole)teNnga mor;bolt dfame0er of 318"and 1M°waanenl.,A 29 NOW . mtniSalmmoofonsanphorbohshe,RbepwvldedwiAan83a 1zjgah"Iffeachondof 9. 4 SDESIGN,L CALCUTATIONS PAGE. _ I r Vyl.L6 _ e miqugne.hnchDf>> lYkgtdc5tdfwAhin1211 I ofcome'rea. LE ' SEESEC1iC'fI'I cy - G R O U N S O W L O' D a lt s, Ike ova a mmrmum,prpliminsi t of 7'1004414 conCilefe, _ y2, FIOQW A 3Ck DU faro S I IC 09 not ekcestling 4 feet on r tche,4 nd"et 1 D , I I ESI N"cA7EGo:RY - - 19�IL SSS DL14 SE GTD01t,8,WINDOW-SCFEf3lAEPAGE WIND THk`SENG7gSARt:.GENEt;ALCONSTRUCITONN011 1'HEVARENpi"LL, bs• NEN/y 11 NJC' WSERDIAGRAM' INA S'PEED.AT O'ttY - -, " 1' 0 h Sk$C�GALLY YYRl7TEN'F'bR THIS PIR N:THEY ARE16.110 C(JNSIpERED AS .til^�k F r Dp.F EXP V . GEN, GUIDELBXE$t7NLYAND,9HbUW 9E-DIpGU9b5pvimfH YOUR - . G>t ERALC0NTRAGTOR REFOR0 C0NETRU(7r,IDN%#N& 4D .�sot ti>sI 3 � v Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought • to the attention of the Engineer prior to construction. 1 -All concrete 3,500 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil. �r the bottoms of all footings are to be installed a minimum of 3'below grade unless indicated otherwiseE MICUUNNIGLE I G 4-The Engineer is be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable Boll is sail containing day and/or organic material. 5-Backfill along foundation walls are to be Installed is to be clean material Ind is to be mechanically compacted in 6 inch lifts. — 6-Dowel to existing foundation wall with No 4 rebar. Grout solid all cavities in existing CMU wall to envelop dowels. r IVFW yNR •0 2` 05 684 ���^� r. :. �_ � � s .:' : • .'. + . ' 1 _ — ` 1"I7-��.__'- ,.'%�., �_._.__.._._._____.•.. _ ^_\ PRGFESSVONP�� ' Framing Notes: NORTHELEVATION 1 -The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to -- - -. _ _._ - ..-.. - - _-_.- _ __—_- --- -_ -- - - - - - - - - - ' construction •` - - 2-All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Fb=625 psi Fv=95 psi Fc perp=625 psi E= 1,600,000 psi 3-AII Laminated Veneer Lumber is to have the following minimum specifications: I Fb=2,900 psi Fv=290 psi ------ - ----- Fc perp=650 psi E=2,000,000 psi -All straps,connectors, totes, bolts, nails,etc.are lobe galvanized or _ _ stainless steel.Designated connectors, strap etc. on these drawings are —made by Simpson unless indicated otherwise All connectors,straps etc. are to be nailedlbolted as indicated by Simpson. f _ - 5-AR floor sheathing is to be %"AC type plywood,tongue and groove,with d _ an APA span rating of 48124. 6-All wall sheathing is to be y inch plywood. it 17-Solid blocking Is to be installed every 8'max or mid span of all floor joists. 8-Double joists are to be installed below parallel walls. 9-Install blocking below all point loads to assure continuous connection to foundation. SOUTH ELEVATION MCGUNNIGLL RESIDENCE- � Ip x_ 5AMC I 4 -�2'q _i J 1 0 �. n o " Al I .z- 2� IZ :50 x y 1�'-, C. t"cxalt� I LVL zi -4 r � � fJ` 1 6 .x W 27 2.81"1 ZF�1"1 I Z I po yEw yo F 0, co KAN _� PRUFESSVONP�-/ i n1 �d—TS— off MCC71M51GLE RESIDENCE /4" = I ' o'' . qya ©oma ti>c T� �a 1a LV L.. 1--3/' In _D 1 v -- o O j�l i�Git MI 3� DoT -4- — GS o Q ! _ O LIN fi 5d 0 OD - ' "' -0 zi Ul CZ- N I O O Z-zxe rJ _00 rl eqv o FIRAM IN %Wd __- __—_-- --_----- — ---- �J MCGUNNIGLE RESIDENCE I /4"- 1 ' Framing Notes: Design Loads: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Design Criteria - NYS Residential Code R301.2and utilized Ther methods and procedures stipulated in attention of the Engineer prior to construction. Roof-Live Load -35 psf Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper 4 Roof Live Load Unbalanced =45 psf Association Wood Frame construction Manual for One and Two Famoily Dwelling Units-High Wind All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications' Addition and ASCE 7. " Based on ASCE-7 and Pg=45 psf per Figure R301.2(5) T - — --- —__—_ Fb =825 psi Fv = 95 psi Dead Load - 15 psf Fc perp=625 psi E = 1,600,000 psi Exterior Deck- Live Load-60 psf Dead Load- 10 psf All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated ELEV/connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All Wind Loads - 120 mph-ASCE-7 ATIO i connectors, straps etc. are to be nailed/bolted as indicated by Simpson. MWFRS - Method 2 -- R` — v Component and Cladding - Details from " All roof sheathing is to be%2" AC type plywood. WFCM TABLE 3.8 All wall sheathing is to be%Z inch plywood. I _I I_ I I' I-I I -i1 Y. 0, ufi �. i w 051684, AmOZSSIt?��P"y. MCGUNNIGLE EIvc>= r _ II 1-1-1- 11 � I � \ — -1 — �\ i 0 O oT—'fifiuSS � vUf I ', � CD ' �'- 'u`�L1 F'C" �N�_► tJ � `�llJ _ f � k l- zoue uppl"i I -- roc 4 6Z. I O DOOR SCHEDULE O WINDOW SCHEDULE Y-22� ' - - -- 3068 W/ 10ro`3 51DELIT-1-S il_ r-Lq i R .O. S 'At I✓ -57-RIP Z 266:3 Wr-:ATFiES R TRIP 2 � LW14 K,0.'ZZ!.ns 206,8 H•C. 6 PPFEL SWJAJ6 r N6 3 C-W 13 K.0, Z' 4? + 2668 " " AR3: 1 R.O. 3 '-55/9" x5'Iz" S 3.669 F.P . STEEL JS5LF CLO< TfNG 6 . DBL 2069 H.C . 6 PIWn L .S'p11A16lNG fj OF NFW ko �. 9 506£1 51FOa S? !0 (op6h CIFaL-D i1 30 h8 G/F 0 v D - -- -- 1260 yr5r r�L-»h bOoj/Z 13 S(oL d ✓/z 3668 .51DELtTES Ar-FW20 / sfa 05`684 14�- PVP N! 6 Sl7G 1 ATF Com/ (v( �t r �f�u pR�fEsSl©NQ� , PS A 0 NMCGUP�JI\JIGLE RESIDENCE JWRAP STRAPS DERA TOMATE WRAP SFRAP UNDER'AND AROUND PLATE ECI � METAL TERMITE SHIELD-� EXISTING GRADE - / — - Simpson 1115 Rafter Tie Detail l R u -_. 4 311---C --- f1YP i G L 4kt — ---- t i - E-� I "moo r=13ET�CzLvaSS I`� 1`c', A0- 'x A_ O SF11N LAS UVkiLI/�' UP7_ 7-r C.(,�iJ1J C C��S o� gWrvl (_ - � � .11 �_—._ � .'� C . Tw1 �. 2.4tt t�- Aub Cca._FGx�2 tL I �v�u - 3 .�— 6 "�G 5►-��J �I� C�X� W W. M_ �• - . �� ,�` �r2 � � I FS. 11, � M L � ��- ISG - J �Z _ SRL r� � ovER_ J; 701, Q•u Pte. S1�6 ;,� _ �= 1 �ip .� �' V'• �, „ �•11�R 716„ V zAE3 :s _ --fib w -7 _ _ _ -- -- - !ovoz. Vz' ' 41, ZV-o ;JZl� Fitt w ccs-cam- ___ 411 L 4 %6G �u--nL,V rboLtS b MC.: J! 11 ll`� L-E RESIDENCE a vt Q ] CAL ej lh7lI �^ o i DID_ I I a I r Cc),- 61 n&5- - tQ -- Cj ` h SWITCH DUPLEX OUTLET ' OF NF{q y� - CEILING FIXTUP,E -'r q) Q WALL_- FIXTURE I� 1 �b EXHAUST FAH 1 - �� 0 16@4 'v TELEPHONE JACK (N) CABLE TV SPOTLIGHT _= FLORESCENT MCGUNNIGLE RESIDENCE CI RECESSED CAN cl - z I - c I RRM �1 G i3 O ! rk �J - x - <L in N N 6 cr . 16 c . — — ZX 1p ZtD I 2x(0 e .r. 4 3-ZxIZ. zx to r;s. 1 (o O.C . j vv a1 I c(ZO L( rm6 2x8 RY , o Uc . IN ��SI �LNT CEII ING So15� - Uh1 l9zot.Ft" 'C`U f-i:.4wl(�- 1 fJ -r{-II$ _ -� �jis O y�S�N' �.'�" 4V _ I r4x V 1Z�ie I X Off _ COLLAF, Cc C _`TO IE Jk 2 couy(L_ nj Rafter on Stud WallRTIO - Rafter Tietlown _ v V�1�II ' �tJ/v� f\-� %i \% 6(a kX flu sesu -- RT0# � 21f1Z. � 1� ICSC . ..��+I VI VI..- IL11�J J upurt= FI = >00 - - - FZ= 701f � �� y tiiry €SSIO"1A �"Z7-d5