Loading...
HomeMy WebLinkAbout36882-Z Town of Southold Annex 11 /6/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CAV CERTIFICATE OF OCCUPANCY No: 36536 Date: 11/6/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 190 Gillette Dr, East Marion, SCTM 473889 Sec/Block/Lot: 38.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/12/2011 pursuant to which Building Permit No. 36882 dated 12/21/2011 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: alterations and additions, including rear deck and covered front entry, to an existing one family dwelling as applied for as per ZBA #5871, dated 5/11/06. The certificate is issued to Galizia, Henry & Smelley, Daniel (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36882 7/23/13 PLUMBERS CERTIFICATION DATED 11/4/13 Cutchogue East Plumbing & Heat. Authoriz ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 40 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36882 Date: 12/21/2011 Permission is hereby granted to: Galizia, Henry & Smelley, Daniel 1 Bay Club Dr Bayside, NY 11360 To: Additions and Alterations to a Single Family Dwelling; Living Room, Kitchen, Dining Room, Laundry, Bedrooms, Baths, Sitting Room, Walk-in Closet, Portico, Wood Deck, as applied for. At premises located at: 190 Gillette Dr, East Marion SCTM # 473889 Sec/Block/Lot # 38.-2-2 Pursuant to application dated 12/12/2011 and approved by the Building Inspector. To expire on 6/21/2013. Fees: CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $957.20 Total: $1,007.20 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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. Swom 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 I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: me ('(e A_e- C a,,~, ,,House No. Street Hamlet Owner or Owners of Property: f~nnrr i rl~ _ _ Suffolk County Tax Map No 1000, Section 3S Block Lot a Subdivision Filed Map. Lot: Permit No. JCO 0 C5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App icant Signature 511FF0(K Town Hall Annex Telephone (631) 765-1802 54375 Main Road = Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 ~~yor * Sao' rooer.richertaa town.southold nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Galizia / Smalley Address: 190 Gillette Dr City: East Marian St: NY Zip: 11939 Building Permit 36882 Section: 38 Block: 2 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski ElecConlLicense No: 4723-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 42 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpl 10 Wall Fixtures Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 45 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service 4-under cabinet lights, 22-incandescent lights 3-combination smoke/co detectors, 3-exhaust fans, 10 ARC fault circuit breakers Notes: Inspector Signature: c Date: July 23 2013 Electrical Cenificate.xts pf SO(/lyo~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road 41 41 Paz (631) 765-9502 P.O. Box 1179 - A Q _ Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / ~ 3 Building Permit No. 3l5~ U Owner: C(' 1 Z I (P/lease print) Plumber. -d -CL l9(SI~lc7t gl /Cc ~('Iti~~j c~ C N IBC (Please print) J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead / (Plumbers Signature) Sworn to before me this C~1 day of N Z203 CONNIE oI Notary Public, State e of of Now York No. 01 BU6185050 ` Qualified in Suffolk County Commisrion Expires Aprii 14,.2_ n j Notary Public;~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRN;AL (FINAL) REMARKS: DATE INSPECTOR 14-7 o3V OF ~f/Ty~ 36 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ =0UNDATION ATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE ~ l Z INSPECTOR 3`~'~F ~Ty TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ,,,,JON [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICA . (FINA REMARKS: -0 AA DATE (A Iq I Ile/ INSPECTOR AeAl ~ ~~o~ soury~ TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j--ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL( REMARKS: DATE / INSPECTOR 0~~ OF 80l/Ty_ 3 6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. [ T14 ION 2ND [ ] INSULATION FRAMING/ TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) L REMARKS CFTC- DATE 2` INSPECTOR ( ~ ~ ~OF SO4ryo* i Ica 4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTI N [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARK ( C. 4< L c DATE INSPECTOR N. *w* 36 FV9.- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE (b INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] H PLBG. ` [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4A?J, 4 ~ &,,,z= DATE INSPECTOR CG~~~ ~o~aoF souryo6 f©~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:( ~E G) l C-l DATE 7//9 INSPECTOR al Sail' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE Z3 INSPECTOR ~03f SOUTy~ c.J ' tip !o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING [ FI A" [ ] FIREPLACE & CHIMNEY [ ] FI INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMARKS: DATE/06 3 INSPECTOR 36 fe2, ooOF 804ry 1 y W TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULA [ ] FRAMING / STRAPPING [ FIN [ J FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:` - L.~- c ay k.Lt L~. r o tz:~ 3 41~ ` CIA-- A DATE a INSPECTOR FIELD INSPECTWN DATE 17 CObadENTS b 00 FOUNDATION (1ST) ~ pp 4» C U FOUNDATION (2ND) Z7--7 W x 0 /y ..o cy ROUGH FRAMING & PLUMBING ~p b w INSULATION PER N. Y. s H STATE ENERGY CODE Z . AA~ zjo FINAL C ADDTIIONAL COMMENTS P WA) lw l ec 6;i r4 z zm au G~ ~L~ - - 2 4~ f kKL- .'eC-~ l e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 a sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / 8 8 Survey www. northfork.net/Southold/ PERMIT NO. fo Check Septic Form N.Y.S.D.E.C. Examined 20 / Contact: Trustees Approved 1 , 201 Mail to: Disapprewri-A/c 3 (Don Expiration ( 2O fa z Building Inspector APPLICATION FOR BUILDING PERMIT Date SF)?7X148ER %14201 INSTRUCTIONS a. This application MUST be completely filled 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. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work, e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable 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. ( nature of applic nt or name, if a corporation) &y eJ 4R Z)#- ova 4Pr-8'D &~)(11340 (Mailingaddresofapplicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6 W At Name of owner of premises AIPAI &Y /T• r Lj 2.-4 (As on the tax roll or latest deed) If applicant is a corporation ,~signature of duly authorized officer /V la- (Name and title of corporate officer) Builders License No. 3 7n (P - M Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l 90 ; L E 7.-T6 D t? ~F}Sr JRt@PoN House Number Street Hamlet County Tax Map No. 1000 Section 03 a' 6 D Block O e(. 0O Lot 00.2. 000 Subdivision /ngeeON MANpL Filed Map No. a038' Lot 31 (Name) I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Rome- b. Intended use and occupancy 0# pM I- 3. Nature of work (check which applicable): New Building---------.Addition-V/"' Alteration Repair Removal Demolition Other Work 4. Estimated Cost~ ~ Q Q Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units---3Number of dwelling units on each floor- 1 - /sr FL If garage, number of cars 02 1 _ Allb FL 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N 7. Dimensions of existing structures, if any: Front b Q Rear Go Depth S/ Height I y/ Number of Stories / Dimensions of same structure with alterations or additions: Front Go Rear (e Q/ Depth "1 Height 29' Number of Stories- 8. Dimensions of entire new construction: Front LVA Rear Depth Height Number of Stories I . 9. Size of lot: Front Rear / D 1. Depth 10. Date of Purchase Name of Former Owner T. '/ary uc y 4 S// 11. Zone or use district in which premises are situated Zo Al 2 - !'V 12. Does proposed construction violate any zoning law, ordinance or regulation? YES/NO 13. Will lot be re-graded? YES- NO-Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 12i Address 18A r hone No. 7/8'd'.?•~FS~/92 Name of Architect rte Address V L s b-j hA. v v 17honeNo ?1?- 7 51-1171 Name of Contractor /7~r AF mcmuc A? Address o tl ne No. 691 " 734-x700 LN ~tt'F°LR, N J: 11 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland'nS *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE Ij QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF , f ) 14 Ea2y t LrZj* being duly sworn, deposes and says that (s)he is the applicant //~~~(Na me of individual signing contract) above named, (SYHd is the 0 w /V E 6 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day t ~ Pr 20~ o ary ublic 47 Signature of Applicant LUCILLE ROCCO Naoq public, State of New Vork No.OIR04931200 Coanissw~rl Expires APPIALS BOARD MEMBERS soul • Mailin ddress: Ruth D. Oliva, Chairwoman Southold Town Hall 53095 Main Road • P.O. Box 1179 Gerard P. Gcehringer * Southold, NY 11971-0959 James Dinizio, Jr. w A Office Location: Michael A. Simon Town Annex /First Floor, North Fork Bank Leslie Kanes Weisman 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765.1809 • Fax (631) 765.9064 /W ~f 5 P/+f JU1 rl FINDINGS, DELIBERATIONS AND DETERMINATI MEETING OF MAY 11, 2008 y/1 ZB File No. 5871 - HENRY H. GALIZIA Property Location: 190 Gillette Drive, East Marion CTM 38-2-2 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 11,405 square foot parcel has 102.68 linear feet along Gillette Drive and 104.68 feet In depth along the northerly (side) lot line, and is referred to as Lot 31 on the Map of Marion Manor, filed March 18, 1953 in the Suffolk County Clerk's Office. The property is Improved with a single-family, one-story dwelling and accessory shed, as shown on the August 15, 2001 survey prepared by Barrett, Bonacci and VanWeele, P.C. BASIS OF APPLICATION: Zoning Code Section 100-244, based on the Building Inspector's October 6, 2005 Notice of Disapproval, concerning proposed additions to the existing dwelling with setbacks at less than 35 feet from the front yard and rear yard lot lines. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 27, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a second-floor d ition, and two one112!X additions, as shown on the plot plan date stamped March 13, 2006. -TRe proposed rear yard is-190- feet from the new addition, and the proposed front yard is 31.8 feet to the concrete stoop construction, at its closest points. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the fallowing findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The improvements requested by the applicant are residential and customary to any house in the area. 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 lot is limited in size to 11,405 square feet, and the house already exists. It would not be feasible for the applicant to reconfigure the entire layout of the home to gain the minimal space he is requesting. y • Page 2 -May 11, 2006 ZA File No. 5871 - Henry H. Galin CTM No. 38-2-2 3. The variance granted herein is not substantial. The applicant proposes to add a small stoop onto the front of his house that will encroach 3.17 feet into the restricted yard to allow for an 8 ft. length extending along the front of the house. The applicant will also add a single-story addition encroaching into the rear yard by approximately 4.63 feet, running a 15 ft. length along the rear of the home. The second-story addition to the home will be over the existing first floor area of the home, without reducing the setbacks that have existed over the years. 4. The difficulty has been self-created 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, 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-B, motion was offered by member Dinizio, seconded by Member Weisman, and duly carried, to G the variance as applied for, as shown on the applicant's plot plan date-stamped March 13, Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when Involving nonconforrnities under the zoning code. 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 Goehringer, Dinizio, Simon, and Weisman. Chairwoman Oliva was absent.) This Resolution was duly adopd (4 y~IV'CiL Ruth D. Oliva R4/06 ~4/OS Approved for Filing AK ASSOCIATES Professional Land Surveyors 15 Clinton Avenue Rockville Centre, NY 11570 Tel: (516) 678-9610 Fax: (516) 678-0348 November 30, 2011 Michael J. Verity, Chief Building Inspector Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 190 Gillette Drive East Marion, New York SCTM District 1000, Section 38, Block 2, Lot 2 Dear Mr. Verity: Pursuant to a request from Henry Galizia, to indicate the average front yard setback for the structures within 300 feet of his residence, AK Associates surveyed the property on November 23, 2011 and obtained the measurements as follows: Address Front Yard Setback 70 Gillette Drive 36.8' 290 Gillette Drive 34.8' 390 Gillette Drive 34.8' 490 Gillette Drive 33.8' We certify that the average front yard set-back of the four houses measured is 35.0'. Sincerely yours, D E C E ~ W E DEC -9 2011 10 /Z' BLDG. DEPT. Ralph Anderson, L.S. TDWN OF SOH THOM - NYS Lic.No.049462 S:\2011(2244)WK2444-Galizia-Moccio\AFYSB-Galizia.doc OF SOUIyo~ Town Hall Annex #f Telephone (631) 765-1802 54375 Main Road y~9 (631 7 P.O. Box 1179 a roger.richert s~o°lCJ .town. o o .nv US Southold, NY 11971M59 Y4Un1'~ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY, 'Do,, , ~j`~ a{N S K~ Date: Z Company Name: Wi (e kl CaN-rv4 C44 ~ :d 4L. Name: y c~ W~ c t, ~.5 Ki License No.: L _ rK E Address: ,7 . t3ax IT ovv'•S 7 Phone No.: (a 91 _ 74 f 2 IM (f Z e,GI/,• G 3 I -?36 • 2 9p" JOBSITE INFORMATION: (*Indicates required information) *Name: G41 i Zi'A .Vt_.// *Address: y' o Q i 1 Gh-r a err vz E.ts-1- . r, cr. *Cross Street: IC T Z *Phone No.: N I A- Permit No.: a r 3 L X82 Tax Map District: 1000 Section:_ Block: Lot: a *BRIEF DESCRIPTION OF WORK (Please Print Clearly) u~ „ c AADV St . (Please Circle All That Apply) *Is. job ready for inspection: E / NO ough In Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: Phase 3Pha a 100 150 200 300 350 400 Other *New Service: Re-connect Unde rou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION o ( -,2 r0 c> oo (2 e ~ 81 q 3 4 I,t~U -1Z 82-Request for Inspection Form 10'2 7 i ~r Town of Southold: Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.GTX* THE FOLLOWING ACTIONS M AY REQUIRB THE SUBMISSION OF A 3~ Z y STO TE G IN D ANBEROSI N NT PLAN 'mod'- "Son - r6b~ -CTo'- CE FIEDB DES A 1 1 t, ESp Off SCOPE OF WORK - PROPOSED CONSMUCI70N 1rPEM WORK EqT Yes No a. What b the Total Area of the Projed Parcels? - - (kldnde Total Area of as Parook located within WIN ~ Generated project by a RTwo etain AN Rainfaall ter Sb? the So" W Work for Proposed Construction) Rtda%amwgkrdudcludedM(2rumWertudedonpaRe y sib b WkattatllsTaalAresaLarMf]eartrg (S.F.VAam) otfeea VJ! anftr Gfmmd Disturbance for the proposed site clearing rmprm arvremements improvements end tn Wild the the a a es aawati as ad u cmwiucum acBvtiy? /a0 S0~ permanent creation of ($F.rAens) impurvfoustttNfafiea.) i PROVIDE BHDD? 1'It0]F.LT DILSCRIP'l40N PrwMAaIsPwpnprnNna,n 2 Don On Site Plan wWw Survey, Show All Proposed This Drainage Sauciness Indicating Size & Inane all Proposed a e Changes and ~.vfTw~77a.? ijNOk~ slopeaaw Bne sa, Water ~Flow 3 Does the Site Plan andfor survey describe the erosion - /77b~? /~+thJ /9 and sediment contra practices that will be Used to control ass erosion and storm water discharges. This ' /SRO/~`7~~? item must be maintained throughput the Entire Construction Period. q Wit this Project Require any Land Filling. Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ of Material within any Parcel? I~.J ij Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5.000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Projectwithin the Trustees jurisdiction orw Renanal DEC svVPPP Reearuamenb: "within One Hundred (100') feetas Wetland or - r 9rrbmbelan of s t)VVPPP b raputW for as cmauudbn adMlies 4rrolvYg soi BeachT dbbebmcet of me (t) a mom saes: kmkK kp dbturbanom Of lour Usti one acre mat ,7 uric there be Site Preparation on tcxls am pod of a larger mmmwn Plan and we ukknetey dbkwb we a more acres of Tana; which Exceed Fifteen (15) feet a tkg Vertical Pogo Grade to slopes ? brdadig Omstuaeun scthtiks Involving sot dbeubenms of Was man me (t)ame where One ne tla oEC la, deIsrmfned met a sPOES mat b Hundred 100' of Pre requited bxslormwaWdbdwrges ( ) Horizoretei Distance? Is 9tsrnr s _ mast tine Mnknum Requirements or the SPOES Gesmi Permit 8 Will Driveways, Parking Areas or other Impervious waW DIsehnpas nom Con,buctbn aetlWy -vmma No. DPO.tg.opt.) Surfaces be Sloped to Direct Sipm-Water RtRt01f F1 1.1M SWPPP shat be Prepared Prior Is On submpet of ms M. The kOI shill be into and/or in the direction of a Town right-of-way? ste,eW Is the Department prior to the mmmentammof mr,bumon adMy- Z TheswPPP Was dawae do minim and saamu t cm" R d Ces ad w ere g Will this Project Require #a pboarnentormate". mquin,4 poslowatruction ammr.rd«aanag„nam taaakm that We be used mdbr Removal of Vegetation andfor the.constrtptior; of ? coraauobd a sW M ea pWUMb Is sIsmr wwIsrasda g.a enp Is artu. Itern Within the Town Rym.of-Way or Road Shoulder compts,wawM to Isms and Condition of ea, pemdL In bddkbrti ea SVVPPP shell Area? (oft lber we NOTlabor the balalmof MwWy.potaft games, of poadbn which may reesoruby be expected to effect In AhewgApana) eFaeya,tomr webrdiedarps. NOTE- NayAmmrw qumaan..ara aNougi wm, Is AnswaadwMr a Mind wh I s. ANSWPPP,eatmgdetMFod-cemebudbnsbrmwabrmerrpmentW&Ceoa In a Box endtlsmrseaetlmalbdhbxbseceIs beemene.Mpa.r.atAmInarq ournp"Wsheabe ProWWbyaquaabd Desbn Probmlmet Liwnadin New York astwm W&W.aradk%Dyna,aal3mbncw"Fbrrbawpk w#NTO of i wtrekmaIseDawlennapdNpb,anapnemsaswmvvawntamgan«L sowaldandMust baaabmk*dforRr*mPdoraIswgag9f&yerrangPenna. P+oTE: AawdMWk(,)w,yarM brerhQ ftbRq,*Wlbr.CwktA koi.) S7 ATE OF NEW YORK, COUN'T OF SS That I, f "..~k u kuai / Ll• . being duly swom, deposes and says that he/she is the a aging Docvneraj pplitant for Permit, And that he/she is the ...........................................»C ..:1»».». . Owner and/or representative of the 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 is knowledge and belitf; and that the work will be performed in the manner set forth in the application filed herewith. Swom to before me his; 11............ ! / P day of _aQ~ ECM bJJC 201. Notary Public: dAPpaorx) FORM - 06110 MICHAEL JOHN DILEO No;;ey Public, State of New York No. Ot D16237803 Oualified in Nassau County Conimissiai Expires March 28,20G_ INSTANT MEMO To: SOU t QP r E i t From: Bn/ Q. Subject: / D r,ct2~9£ lbrd4- ~CtILb -,yiy Pak n 3 882 Date: y.L~dt.~tt T "v CNcioot'b 14- (-leak iA7 9 ce. Au a, Fe R. 7;4 4pPI..I` & rcn! Y-Alko-erak Ap-l^rr ALE = /Ny cm~ 6i, J ?o 4/i-Lg7-rte PLd.o~-s$ 6tv& & Buiihe'12," /1 2NOLD GoL2 F2yn4 oA ks~'D C,oNSrplc~7-ron~ T ~ p~-nu~~ ,f- ~N)' TmPn2r,4Nr ~NFn~-mEF~Md. QTdf.k, S .S Appy oLt~rryS of o, Too. - 777 _ , - - t•_ ' - l[~p!' coo- Cis < . ` - '•W y'j.. - _ 'or ~1t (yl or% A::T ,N q ILI - . ~3a S 64"5!'!G7'•i/L : C3 4 ~y 3 Tom. xr : r tt - - - UNAUTHORIZED ALTERATION OR ADDITIOK • - - 's _ _ f0 THIS SURVEY IS A VIOLAVON OF r - ` - i - - SECTION 72C9 OF THE NEW YORK STATI EDUCATION LAW. of. C091ES OF THIS SURVEY A X10 NOT HARING .i t...+l Jr./ - L . THE LAND SWPcYOR'S INX40 SEAL OR IM110SUD 561E SHALL NOT U CONSIDW _ _ - f - - . TO lE A VAI+D T•VE co", ' 7 jTOU'f~'- t C?iASAA+IEES aL571CA12D tM?•a7t+ SHALL RUH cmy TO, THE A SON TO& W140M "a SURV, _ i ' _ t _ • K dMAA'tlr1. A.ilT :714 tttS =4ALf i0 TNE. • Aa" ZZW^i,Z. +'7• Y%-:atEtiiwt'AvBNCY A Y 42mLNS" 0".=x JaLi7 kl.Riom AND CXR T 1 F. 4J 17E .=2r aE c ui; j".D/F* hvp, TLL e mm"L, rrwCwow ARE NOR' ,xuawsRA r, RO •i~D/t>LMIML•, lOtti of ~yi'eaco Tefl~' !rr ~ur!Rrrea ::gi~rr4a f sral?L "MAC? O='Af4ZsC "fz ~r' ~ . a~,d z~ Sor~'r><YCrd ~cr~.xgs "&:N~c _ 1ol,41. ca: r p mo. zaae) 25 RODEMCK RAN TUYL. P. C. f ?~Q 4 t LIC• LAND SURVEYORS.GR11:EN RT. N. Y. + T iC . T X t'1i't•P it 01--K( a#'ro+t: D+ :f: ! S 5ac.'f: Black z•s Lm,;" 2. _ SUM CO. DEPT. OF HEALTH SERVICJW STATEMENT OF INTENT 7Z=5T t-FOL': ' C „ 'j'ot7: oQ FOR APPROVAL OF CONSTRUCTION ONLY Io,7M ,r 3. - - THE WATER SUPPLY AND SEWAGE S~ • c DATE.'- : DISPOSAL SYSTEMS FOR THIS REST. ='T~• DENCH WILL, CONFORM TO THE H. S. R8l. NO.: STANDARDS OF SUFFOLK CO. DEPT.' ti OF. HF-ALTH. SET;VIC:ES.. - o ss~d APPROVEnr ~ - . - (S) ` APPLICANT 4v • ' .N r7 . ...iP'.. 4y C!4 +y Y=9. F-w..y :y J..'- '_I" a ~r^.~.. r.. L _ _ 'j'" ~r•F 'y. nt•. Y..Y•••. .G.s..1~ 4+iW A i:lW :c. 11: r• z. X; k ?1. . {w.,r.~_.:re .it.~ GILLETTE pRIVE 102.68' „ w r 20NIN6 GALGUI 146_.23' AREAwlSE: II,405`- I COVERED Ex15TIN6 DWELLING: STOOP I FIRST FLOOR : I STEPS Q NEW I STY EXI5TING LOT COVERMC I ADDITION neo I PROPOSED DWELLING Z I I ~I 5TY FIRST FLOOR , 11 ~5 I EXIST. I~ 5ECOND FLOOR G I ~I ONELL N(5 I 1,~ I TOTAL PROPOSE ~I I I ~ NEW 2ND FLR PROPOSED LOT COvERAC RECEIVED I ADDITION 1 MAR 13 2006 NEW 1 STY ADDITION ~ Sg11 I SHED ~ soon os un¢u.c w w w w w w w w 101.53 ( PROP05EG GILLETT' FL®7 FLAN EA5T MARI01 e.P # 36 9 K;L- BUILDING PERMIT EXAMINER CHECKLIST "'Date Submitted. 19'2_11 Date Reviewed: P_,0_1 ~ Applicant: Owner: f/ r ~ 141 Architect/Engineet-s &1e_ Estimated Cost: I f\ SCTM# 1000 - 3t~ - - ~"p? 3' ,p q Subdivision: q~s~~ oLO3$ Zone: T0 Conforming? Property Address: I City: EOtt Ma)14~Pre COs? Building Permits (Open/Expired): BP -Z / Go Z- , Info: BP -Z / c/0 Z , Info: BP -Z / C/o Z- Info: BP -Z / C/o Z- Info: BP -Z / C/0 Z- Info: _ Single & Separate Search Required? Y ojoDetertnination: STORM~M/1,T . RttN d,FF REQ. Lot Size: 'O"e'p-- z.,84 ACT. Lot Size: REQ. Lot Cov. a107o ACT. Lot Cov. _ REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear RR). Height 35" ACT. Height REst, BOTH SIDES A CT Pro ect-Descriptlon: ' /eDm.` Waterfront? ouN -,p CLj I If yes, water body: Panel# Flood Zone: - Bul ead/Blu Distance: ADDITIONAL APPROVALS REQUIRED PLANS (4) SIGNED, SEaI_ED ~I suRVEY oR SITE PI-AN Suffolk County Health: Y or N - If yes, *Bed#: _ *Date: *Permit#: Town Septic: Y• N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DECVnne N - Date: Permit meter-- Notes: Southold Trustees: Y or N - Date: Permit or NJ Letter - Notes: Southold ZBA Oar N - Date: -5-1 I I / 0 L Permit 5-01 - Notes: Southold Planning: Y or N - Date: Permit - Notes: Town Landmark C of A: Y or N DTE: *NYS CODE Vompliance (page 2): Y or N _ CONTRACTOR LICtn/SE_D(SABILItY L IABILIT-I_-Wale k/vENS C0MPENS47-10A1 Notes: Fee Structure: Calculation: Foundation: - SF 93 X $ _1_O 75 - 7, a1, o First Floor: ~3'7 SF + Initial Fee: $ X O 0, o o Second Floor: 7$6 SF + Additional Fee ( : $ Other: SF SF X 30 Total: I S 9 3 SF + Initial Fee: $ + Additional Fee ( $ C OF O FEE) S0, 00 AS BUILT FEE "8- TOTAL:$ 957.a:a NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20_ Wind Speed: 120MPH_ Seismic Design Category: B Weathering: Severe Frost Depth: 36" _ Termite: M-H Decay: S-M Design Temp: I I _ Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N y EGRESS 5.7 S.F.: Y/N s LIGHT 8%: Y/N ~rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN. Y/N CERTIFICATION: Y/N ENERGY CALCS: YIN (RESCRECK) TOTAL COMPLIENCE? Y/N (RE' TURN TO PAGE ONE) r General Notes 0 0 I lor 0 i 0 o ~ OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPAN;;'Y 0 ELECTRICAL INSPECTION REQUIRED PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING r C PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD, C DO NOT RHDf,EEp YOFFOUNDATI L y uS-BEE< p r, Ck' 7r. 17 Material Index Symbol Index ]List of-Drawings i RETAIN STORM WATER RUNOFF T.1 TITLE SHEET PURSUANT TO CHAPTER 236 N 4 o. _IF I-~ Farth n.i retail ' r L1.41411 v ++v..+ + W Ilit IUWN uuu6 ST.1 SITE PLAN Sand a' Building Section D1.1 BASEMENT DEMOLITION IOLITION PLAN D1.2 FIRST FLOOR DEMOLITIC 'sMOLITION PLAN Q-18-10 Issued for Permit JGM JGM d q No. Date Revision/Issue Dwn Chk K 3 1 FOUNDATION PLAN i r > Concrete Wall Section Al.l BASEMENT AND FOUND 4 A1.2 FIRST FLOOR PLAN ,AN JCM Architecture, P.C. PLAN John C. Moccio, AIA Rigid Insulation Elevation A2.1 EAST AND NORTH A1.3 SECOND FLOOR PLAN CH ELEVATIONS 22 Waldron Drive i ~M~'~n Fk ~ dS~ o' Door Number A2.2 WEST AND SOUTH ELEV) IONS ELEVATIONS 1 Stony Point, (917) 757-9171 (T)r IONS 1 (845) 786-9022 (F) F..~' E-Mail - Johnjcmra@aot.com ® Steel A2.3 BUILDING SECTIONS COMPLY Yk'ITH ALL CODES OF 201 Window Number A3.1 CODE DETAILS NEW YORK STATE & TOWN CODES AS REQ ED AND CONDITIONS OF Project Name and Address: Wood Rough f SOUTHOLD TOWN ZBA Alteration I Addition to w " Fx r° 9' 1 Partition Type SOUTHOLD TOWN PLANNING BOARD Residence ¢ a s {y SOUTHOLD TOWN TRUSTEES NO Gillette Drive Wood Finish N,Y5,DEC East Marlon, New York r ~ n., 3T3 x aM Cd u~ ?7 f r n zk . H F / TITLE SHAT A C COrf 7CL l Drawing Name: APS NOTED ~rt V - DDrTTi~~JJa I-I s P u X368&a- Date: 3-1-11 Drawn By: JGM !'s r 0" DYc~ Scale: As Noted Checked By: JGM P o']I c. M U'^IG DEPARTMENT AT vMlz eYY1W MYa Y Mt'Y)I~ m ....a._ _ _ _ 9 W TO 4 PM FOR THE Project No.; Sheet No. of M1 r _L r,"IM; Irv'PECTIONS MI1000 I I,I~ r1FIA i ICN - TWO REQUIRED I q-n{: 61JRED CONCRETE Seal: Dwg. No.: c ^ i-FR;.,,,i%G,POAVtA5I@VG. TR..: PPiIING, ELECTRICAL OS Q'AU L811ND 2 'dMIaIl111AT1'DW 1~1 LOCATION PLAN L-C!OIA'I1C1111DPo1de671E6:RP61CAIL I Uir T. " 5GAL& NONE i'~91lTSlf'f+ECMRLEIIE ~flRO.P?. I}II g111JL~Q~P~y1miNmt5nI,f~ImIAIL~,'~YmW 3HIVAWL IM~Tlllll~ I(k QUIfIEMEM0iF1hE'. 6fWW YVOff.JK$9fAlIE, IflIIDIfIR~P00RUEMRt T @1e51 fGJW 01R 0t0gt~ILLOTII 1ID111®AA~41R3i. General Notes SITE INFORMATION 190 61LLETTE DRIVE EAST MARION, NEIN YORK ZONIN6 INFORMATION ZONE R-40 _ 1_o-2 EXIST. 6111LDIN6: FIRST FLOOR : 1,122.98 S.F. N W8'-O" D DRAINAGE CALCULATIONS O IA. x ~ PORTICO : 4950 S.F. 8' O' OF. STORM I L GHIN6 POOL I 2.15" RAINFALL RUNOFF FACTOR = I TOTAL : 1,112.48 S.F. 0 ROOF AREA = 2,642 5.F. PROPOSED BIIILDIN6: 533*43'50"E - - EX15T. DRIVEPIAY AREA = 703.5 5.F. TOTAL AREA = 3345.55.F. FIRST FLOOR : 1,880.54 S.F. NEW TRENGH - - - _ I DRAIN 5EGOND FLOOR : 821.45 S.F. _ I NEW PORTICO O 3345.5 5.F. (2.15/12) (1.0) = 166.68 G.F. REGD. /I PORTICO : 63.15 S.F. ~ I I d STOOP USE 2 POOLS N ~ S (1) STORM DOME 8' DIA. X 2'-9" H16H = 542 G.F. TOTAL : 2,14574 S.F. of i ? ~ ~ Tm m C(~ (1) 5TORM DRAIN RIN6 8' DIA. X 8'-0" H1614 = 33119 G.F. I TOTAL GAPAGITY PER ORYWELL = 392 G.F. x 2 = l84 (.F. > 166191 G.F. THEREFORE OK MINIMUM LOT AREA = 40000 S.F. NEW FIRST F OCR O i r I I 1 1JJ EXI5TIN6 LOT AREA = 11,405 S.F. ADDITION w 1 1 ~ I Q 4" GONG. TOP 6RA55 MAX. LOT GOVERA6E : 20 % = 2,100.80 5.F. (((U-JI W I I i~ Q ~ EXIST. ASPHALT i / 12'3 Q I I rv I PREGA'5T 4,000 P51 GONGRETE EXIST. LOT GOVERA6E: 155 % DRIVEWAY 1-(1 I I 501-15) DOME COVER PROP05ED COVERA6E: 16.9 % 6" SDR 35 I I _ d PREGA5T 4,000 P51 GONCRETE F ®o®a®o®n~n J~JJ~ PVG PIPE TYR i d b I g I ?®o®o®o®om? STORM DRAIN RIN6 MAX. HE16HT : 2-1/2 STORIES - 35' I I 3 ?®o®o®o®o®? o°°°o ?®o®o®o®o~? 0 0 I ~ ? ®o ®o ®o ®o 0 0 0 3'-0" DOLLAR BANKRUN ~ 17.80 I ~ ~ d MIN. FRONT YARD.: 30' 1 1 I ? ®o ®o ®o ®o ? ALL AROUND, TYPIOAL A 5EE GALOULATION5 FOR 517E EXI5TIN6 FRONT YARD : 34.4' PROPOSED FRONT YARD : 32.4' REQUIRED EXIS_T_1 ___A - - 1 20.00' I MIN. 51DE YARD.: 15' MIN. 6 20' AC6RE(5ATE WIDTH ® I SETBACK `=-S-TQRYFRAIME REQUIRED DRAINA6E DRYWELL Ni EXI5TIN6 SIDE YARD: 11.8' (NORTH SIDE) ; 1 5ETBAC K I NO 56ALE EXI5TIN6 SIDE YARD: 20.5' (SOUTH SIDE) N ? DWELLING I MIN. REAR YARD.: 50' I EXISTING REAR YARD: 41.38' PROPOSED REAR YARD: 3138' p I I II I I 20 q m. 20.50 I I i y NEW SEGOND - N FLOOR ADDITION I EX. 61L EX. ESILC. HATGH HATGH C ~Ip II 1 II II I I I Q 6" 5DR 35 \ 1 I NEW 8'-O" PIA. x I FVG PIPE TYP.~ NEW WD. 8'-0" OF. STORM ~`EGK D. LEA6HIN6 POOL II I .SQ I LH J ~ I I Q.QQ 1 -IJ''~- IZI I NEW FIRST FLOOR dpi Q Q ADDITION m -11 I n I O 1 0 EXIST. I ~ m' ~ ° SHED ~ O O I I n~ 1 1 12-5-II Revised Rear Deck [Mflrm o I O ~ - 1-18-11 Issued for Permit xm JGM i I - - 6-10-11 Issued for Bid xm xm J - - 3-18-11 Issued for Permit XM zM N25~'OS'S0"W 101.53' No. Date Revision/Issue Dwn Chk JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) E-Mail - Johnjcmra@aol.com PLAN 5C SITE SCALEE: : I/4" , I'-0'• Project Name and Address: Alteration d Addition to Residence IqO Gillette Drive East Marlon, New York Drawing Name: SITE PLAN Date: 3-1-11 Drawn By: xM Scale: As Noted Checked By: zm Project No.: 1`1I1000 Sheet No. 3 of Seal: Dwg. No.: 5TU `O~q>FaFi~~: General Notes 20'-0• 10' 16'_T1N~~ b'-0• 2'-I• - - rv IF II I F 7 r---------- -------------I s'-0 5' I I I m II _ _ _ _ _ _ - - - - - - EXIST,(2)2'XIO' 61 EIST,(2)2'XIO'61RVER L----- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I r __-I cu Ww3ox2a'aPN6 0 OJT NM %'X24' OPN6 I FOR NON ALOE55 PANEL y FOR WA WINOOW I I y I I I I I I LL LL I I I ~ j I I ~ I I ~ LS EXIST. BASEMENT I ~ I I I I j I I I I I I I I I EXIST. OOL. FT6. 7O R@7AIN I I I i EXI5T. 5R. COL. TO REMAIN I I I I I I I I I , I ~n'~'~I I I I I j UNEXGAVATED I I I I 0)2' ry I I I I I I I I I I I I I ~ L -J __J L__J L__J I I I I REMOVE EX15T. STAIR I I I I l i l ~I 1 1 1 1 1 1 I I I I I I I L_ a i l I I 111 11 11 11 11 11 11 I I I I I I I I I I I I III I I I I I I I I I I I I I I I I o I I I I I I I I I I I II v I I I I II II I ~ ~ - 1I I I LL f ~ LL r I . I i j I ~ LSi y y ~ ~ I I I I I ~ I I j L---------------------- j L__________________ - - I I I I I I s'-o' 3~-I~' 30X14' OP'IK I I I an WA. 3.6-M. MP. - Q-18-11 Issued for Permit JGM JGM FOR AGGE55 PAWL I FOR AMINO WINDOW No. Date Revision/Issue Dwn Chk I I L__J I I IL---JI JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (P) E-Mail- Johnjcmra@aol.com Project Name and Address: Alteration I Addition to i Residence 190 Gillette Drive East Marlon, New York Drawing Name: 7`~ l BASEMENT DEMOLITION PLAN BABEMENT EMOLITION PLAN Date: 3-1-11 Drawn By: JGM 56ALE: 1/4" = I'-0" Scale: As Noted Checked By: JGM Project No.: MI1000 Sheet No. 3 of Seal: Dwg. No.: I e General Notes 16'-7~j" 13'-3~" 20'-0' 6'-0' Y N N k_ CL ____---___i I Sff FLOOR RAN ; I , I I ~ ~ I I o I LS I I ~ I LS I : I I ~ I EXIST. I I ~ I I I EXIST. LIVING R[ IT. LIVING ROOM B BEDROOM C4 I I I ~ ~ EXIST. I I I I BATHRM. I I I - I------------ - EXIST, TWO I L--- -----J I GAR GARAGE r EX. LIN GL. I I II I /r i i i o n 'u I I I o I I II II II I g ~ I I I I I I I I I ~ I I I I I I I I I I I ~ U _ 1 1 1 1 II I I I EXIST. _ KITCHEN u u ~ I I J I I I _ I EXIST. EXIST. BEDROOM er BEDROOM I I I _ LS I I I l II ~ r'--Tr-1~ I j II u I I _~._~I I I II u = L 9-18-11 Issued Fo~r/~Permit JGM JGM No. Date RevisiorOssue Dwn Chk JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive T ` Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) E-Mail - Johnjcmra@aol.com Project Name and Address: Alteration 4 Addition to Residence ICIO 61Ilette Drive East Marlon, New York Drawing Name: FIRST FLOOR DEMOLITION PLAN C' FIRST FLOOR DEMOLITION PLAN Date: 3-1-11 Drawn By: JGM SCALE: 1/4" = 1'-0" Scale: As Noted Checked By: JGM Project No.: MI1000 Sheet No. 3 of Seal: Dwg. No.: r~ I o 2 General Notes 1. GQNCRETE DE516N 5TRENOTH: GONGRETE 5HALL HAVE THE FOLLOWING MINIMUM COMPPE551VE 5TREN6TH5 (f 'c) IN 28 DAY5 FOR THE VARIOU5 COMPONENTS, UNLE55 NOTED: A. FOUNDATION - f 'c = 3000 P51 5TONE GONGRETE AIR ENTRAINED 6 PERCENT. 60'3" 2. ALL DEGKIN6 5HALL BE WE5TERN RED CEDAR 3. ALL P05T5 5HALL BE TREATED YELLOW PINE NO.2 20'-0' 10- 4. ALL J015T5 d 61RDER5 5HALL BE TREATED YELLOW PINE NO. 2 5. ALL GONNEGTOR5 SHALL BE 51MP50N OR EQUAL. N EM 8' P. COND. FNU HALL t FTG I..I I; I NEW T P. LONG. SGRffO II I',I ry - - NEw #3 BAR5 a 1'_0" O.G. VERT. I . I Wt FOR EXIST. t NE1N FND. _ _ _ --I x I OONNEOTIONS) I ' r- NEWVC WL I SPA E I I I I UNEXGAVATED I 4 NEW FIBERGLA% AREAWAY I I II I I ~ ------------------'-I m I I I I I EX15T.(2)2"%Io'61RDER L----- j r--- I 6 W AGGE55 PANE. 0 L FILL pIN EX1.I1ST NEW 36"%24" OPENING I OPNING, ' g" GNU FOR NEW WINDOW I I I I I • I I I I I I LL I I I I I I I I I I EX15T. UNFINISHED BA5EMENT R A I I I I I I I I I I I E%15T. COL. FTS. TO REMAIN Ex~15TAMIM IwINNDOw I 1 I I I I I I I I 1,3,_i~, I I I EX 15T. 5TL. COL. TO IRETIAIN I I I I r-I n _ I I I I I I I ~ ~ I (3)2'X10" GIRDER I I UNEXGAVATED I II I I y I I~ I I I ~ rv I I I I II I LTg_ - I _ LJ I I I IL__J L~ I I I i m ~ N I I ~ (312'X10" 52'-O'Y2'-O"xl'-O'P. rv UP - A rv M. POST ON 1•~/LONG. ;a I PROSRESS I N6N 5 I/2" CIA. STL. COL. I I ON IOW 12' THIOK P, 3 0' I I I OONGl. F! . TP. FOR 2 pp . Printed on I I I o April 12, 2011 I I I I e Please do not delete this mrssage If you dm'f Hunt I I I 2"X10 Ff6. Iy 3N4 E.W. BOT. a \ x 1,-IO„ 1 4,_g„ i r_ J meszoga to prbt, go to the F.ogezs date file m the prgj,,t I I y \ x directory ontl chmge It to Ma defpolnts layer. I I I I a ~ I I I I g r' • m x _ ~ m "ll ~ ~ I I I I I ~S I I I I R (2)2'XIO" n I I I I -i-- - 4E3 I I I 11 14 llm~ r---- -x F2.. X24„ OP,N6 ,_I •I~ 1 12-5-II Revised Rear Deck JGM JGM II I Q V NEW 30'X24" OP'NS f W ACGE55 PAWL }J t - q-18-11 Issued for Permit JGM JGM el;•I ~ 2'X8' PO. LEDCER 2'X9' WV. LEDGER BD. ANGI AREAVIAY No. Date Revision/Issue Dwn Chk I LL TO EXIST. MALL e TO EMX15T. MALL o 52' OIN 1/2" VA. LA6 BOLT5, 6' L6. O I I I/2" OIA, LAO B 61 in - I I 6" L6. - ~ Imm 2' P. GONG. SCREED SEMENT JCM Architecture, P.C. I" I II STRAP *U--A John C. Moccio, AIA I I I ' I ]1W Y1~16.OL N 22 Waldron Drive Stony Point, New York 10980 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) NEW CRAWL SPACE CONT. (2) 2,X9' •l MD. 6IROW E-Mail - Johnjcmra@aol.com Project Name and Address: 12'%12' VENTILATION LOUVER VY IN5%T - - - - - - 9' VIA. P. COND. SONORM SCREEN, IYP. FOR 4 FND. 6-O' BBAW 6RAVE TYP. FOR (6) Alteration 3 Addition to Residence IqO 611lette Drive East Marlon, New York Drawing Name: BASEMENT AND FOUNDATION PLAN Date: 3-1-11 Drawn By: JGM Scale: As Noted Checked By: JGM Project No.: MI1000 Sheet No. 3 of BASEMENT AND FOUNDATION PLAN SCALE: 1/4" = 1'-0" Seal: Dwg. No.: o.... .M^ sF ' AU ~NEWY General Notes 40'-4" 20'-0° 401" 10'-4j' 12'-10" { 4 r-l r gi$ 5b" 5b" NEX 4" P. LONG. 5_AI3 W 2" 5TONE PAVERS b' B' Y rv I rsr ry .J LF 9'- NEW(2) 27t' M ' r° k) I 4 rxe• 2w (sl 2WRR i-4" 3'- ° Adr' RR P oRTICa oRTICa w q i trh'wo' w W rr~o rav •w2• ra t8V '1N'MR O 'S Bq. 4'1N' R75T OW PL T 4'X4' POST O 'X4' P2' O '%4'PO5T m ~jl a FIN. FLR EL. 0-0") 2 EL. (0'-0") 4 O O ''1~1 rer nJ~xw• to WH 51f. 4 POLE - WX 6A6 WH 51f. t POLE 2 +xr Posr FIREPLACE 7 I i 4 o r o o O U EXIST O BEDROOM EXPANDED LIVING ROOM 7oB p G . 7o g EXIST. / P O BATHRM. J /D[ky 2'_0" Yq• 61_0. BO 2'-0' LQ 14R ~ EXIST. TWO r~wGaslrrl5~ ravsxn•PARwN ~&V Y)cIZ• P~RhLLM1 EX. LIN GL. yo ry rv GAR GARAGE A4aIAVCES * - -i svn)rnn' irtsv rnn• ~ b lO Nt" XI2'PARALLMI rt - r- f8V 25N2' F two 2w b - EA ATTIC EA 4'X4'POST 4i_O• 4'0 _y I I m ~ m I Y V I POST ~ 4'X4' 00 EXPANDED KITCHEN s (2)2'Xi2' - EXIST. 00 - - EEDR00 H REF LL O 13 u 10 I . N I ~ NEW LAUNDRY 15R O OL05ET r 13 I I 12 I~'c 6 31 a 12 d m 4x4' P05T OW NEK 'FARMI I N8V (2)2'XD'!DR 2,dIff.W SXF, t POLE B I 12'-T' _ l.k 1 -1 °v 159 i 0 II, . m - ~ NEW DININ6 ROOM ~ i - 1 12-5-11 Revised Rear Deck JGM JGM ~~y EX. 01LC0 HATCH FIN. XLK - 9-18-11 Issued For Permit JGM JGM rar (sYl'xe' EL (0'-0') No. Date Revision/Issue Dwn Chk OWFOST a'xa'rosT N ~ L4'X6'POST vx YUI#ApTfP JCM Architecture, P.C. rv ~7 FORE {~F O E kk'YB' H v> O E FIN FIN, GRADE John C. Moccio, AIA 22 Waldron Drive T ` Stony Point, New York 10980 ;T-e~',929166 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) E-Mail - Johnjcmra@aol.com Project Name and Address: Alteration 4 Addition to Residence ICIO 611lette Drive East Marion, New York Drawing Name: FIRST FLOOR PLAN Date: 3-1-11 Drawn By: JGM SCALE: IN' = I'-O" ce FIRST OOR FLAN Scale: As Noted Checked By: JGM Project No.: MI1000 Sheet No. 3 of Seal: Dwg. No.: EDAq~". '••'IE 02d7.r •+F A1.2 .•9•...... ~,1- ~r ~NEWy General Notes zr T- 20.0° W 4W' R75T 4'X4' POST-4'Y6' POST 4'X4• POST _ _ ~o - F F - _ 281 7fD' I~R Y WN 'm' MR 'XB' RXt NEN2W PA I 18V 7'bYl'RA 101 28Vf7)1 IVR - 3. 4. A I I `~Y I .fd• ~ I I I o , rsv drraz• BPN4 1 - , - 0 - I O ~ I I ~ I SIT1 I 517IN& ROOM _ I I I rv I (~Cb MM 29A0' GA 0 W Of,. r I I ~ I 281 ov O. A• 16' OL. r I _i MASTER BEOROOW 14 s'-o° 1 3'-O° 5'-" - R3Y 2WT MOM BD. NM Z'163' Po06E FD. -------s---- - I I I I o III I&5Uligl 1 : ~ I I I I I III q _ I 1 1 m o F- ~ I III I I I I I I i I ~ 4-06~ 1 Rm~ a f? 41 I 1 <07 4'4" Ib k r ~ - ~ W.I. CLOSET 1 BATHRM ~I A 71-41 b - 4- I - ---t~rtArw~wR - I (A> ------I. 1 1 J z,-bi, it-~~" uw{ I I i i - I ~ i I ~ i -I-18-11 Issued for Permit xm 16M I 1 i ~ I i No. Dale RevisioiOssue Dwn Chk ~ J J JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive Stony Point, New York 10980 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) E-Mail - Johnjcmra@aol.com Project Name and Address: Alteration 4 Addition to Residence ICIO Gillette Drive East Marlon, New York Drawing Name: SECOND FLOOR PLAN 75 ' SECOND FLOOR PLAN Date: 3-1-11 Drawn By: JGM 5GALE: 1/4" = 1'-0" Scale: A5 Noted Checked By: JGM Project No.: 11II000 Sheet No. 3 of Seal: Dwg. No.: I A.3 General Notes NEW 2ND STORY ADDITION NEW OAF TIMBERLINE ASPHALT 5HIN5LE5 ATTIC VENT NEW M. BURNING 5TOVE FLUE ATTIG - ATTIG VENT ATTIC VENT 4 5EGOND FLOOR _ hI li Sri 4 - - T-P 4 ILE _ ? MEL FIRST FLOOR 0 I I 1 ;F EX. CHIMNEY 1111111' TRIM NEW GORATIVE TAPERED W ENVY DOOR 6 NEW PORCH NEW DEGORATIVE ARCH AT NEW DEGORATIVE GARAGE `5TRU RAL GOLUMN5 IDELIOH EX15T. GARAGE OP'G DOOR I I I I I I I I I BA5EMENT FLOOR - - - - --1~----1 -----------------I--- - - - - - - - - - - EAST ELEVATION 5GALE: 1/4" = 1'-0" NEW 2ND 5TORY ADDITION NEW WD. BURNING 4 NEW WD rv 5TOVE F 5TOVE FLUE NEW OAF TIMB NEW GAF TIMBERLINE ASPHALT SHIN A5111ALT 51INGLE5 NEW REAR ADDITION ATTIG - - - 1 12-5-11 Revised Rear Deck JGM JGM - -18-11 155ued for Permit JGM JGM NEW 6AF TIMBERLINE ATTIG VENT No. Date Revision/Issue Dwn Chk ASPHALT SHINGLES JCM Architecture, P.C. 4 4 John C. Moccio, AIA 22 Waldron Drive Stony Point, New York 10980 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) SEGOND FLOOR - - E-Mail - Johnjcmra@aol.com 4 - - Project Name and Address: FED Alteration 4 Addition to Residence 4 0 Iq0 Gillette Drive East Marlon, Flew York Drawmg Name: FIR5T FLOOR - - I - EAST Arm WRTH ELEVATIONS o - - I I I I I ~ ~ Date: 3-1-11 Drawn By: JGM L NEN WD DECK L - - - - - - - - - - - EX. CHIMNEY NEW AL5DE DUTGHLAP NEW "WJ" TRIM -1 'v "All TRIM r II r---- Scale: A5 Noted Checked By: JGM VINYL 5IDIN6 Project No.: 1`111000 Sheet No. 3 of NEW REAR ADDITION I I I I I I Seal: Dwg. No.: BASEMENT FLOOR G~St EREe,y.O - - - - - - - - - - - - - - - - - - - - - - ~NEW4(',,•', ELEVATION NORTH 5GALE: 1/4" = 1'-0" General Notes NEW 2ND STORY ADDITION NEW W. BJRNING STOVE ATTIC VENT FLUE Ni GAF TIMBERLINE ASPHALT 5HINGLE5 ATTIO ATTIC VENT ATTIC VENT 4 5EGOND FLOOR mD ® ® ® ® - E E El FE 11 Effil 4 TF Em will FIRST FLOOR b I I I I - L - - - - NEW WD DECK WD DECK L NEW ALSIDE WTGHLAP NEW I'Xb" TRIM EX. CHIMNEY VINYL 51DING I NEW REAR ADDITION BASEMENT FLOOR _ _ {I WE5T ELEVATION SGAI-5 1/4° , I'_0" PEW 2ND STORY ADDITION Ni WD. BURNING STOVE 4 FLUE v Ni GAF TIMBERLINE ASPHALT 5HINI NEW REAR ADDITION ATTIG 1 12-5-11 Revised Rear Deck JGM JGM ATTIC VENT - 9-18-11 Issued for Permit JGM JGM No. Date Revision/Issue Dwn Chk 4 m JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive SECOND FLOOR _ Stony Point, New York 10980 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) 4 E-Mail - Johnjcmra@aol.com Project Name and Address: Alteration # Addition to 4 Residence m 190 Gillette Drive East Marlon, New York II Drawing Name: b W MST AND SOUTH ELEVATIONS I I I I I Date: 3-1-11 Drawn By: JGM NEW "X6" TRIM - - - - - - - - - - - Scale: As Noted Checked By: JGM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEH AL51DE DUTGHLAP VINYL SIDING MEN REAR ADDITION Project No.: M11000 Sheet No. 3 of I BASEMENT FLOOR Seal: Dwg. No.: ....~SSERED.gRCy/. i A2.2 SOUTH ELEVATION 5GALE: 1/4" = 1'-0" General Notes NEW 20 STORY ADDITION RIE16E STRAP AT EACH RAFTER 2"X10" RIDGE BOARD D ASPHALT 5HIN6LE5 IIN6LE5 15x BLDG FELT LT 'HOOD SHEATH 1/2" EXT PLYWOOD V2' ExT. PLYPbOD SHEATH 5HEATHIN6--\ MRRIGANE TIE AT EVERY HEW 2"x10" R.R. RAFTER-PLATE-STUD ® 16" O.G. NEW 2"x4" GOLLA NEW REAR ADDITION TIE5 ® 4B" p1~ O.G. NEW 2"xW" G.J. ® 16" O.G. ATTIC P x 0' WD FA561A VINYL SIDING NEW GAF TIMBERLINE ATTIC VENT R-30 BATT. IN5NL. TYVEK WRAP 1/2" EXT. PLYWOOD SHEATH ASPHALT SHINGLES 2" X 4' WD STUDS 0 16' O.G. GYP BD. 31/2'R-11 BATT INSLL 1/2' 6YP BD 4 m NEWT TJI ®I I6" O.G. 5EGOND FLOOR Q ® ® GYP BD. / EX. BEARING IN6 NE~nW~ ~D~EGORATIVE / PARTITIONS N5 ® 5TRIIGT. GOLLIMN5 4 / EX. 3/4" PLYWOOD EX 'WOOD EX. 2"x10' F.J. 5UBFLOOR @I ® I6" O.G. FIRST FLOOR _ ~~I~~~ II um ~1~~~~nnn~n IW E M2 nnnnnn lu~uul tl ll111WIN o _ R-30 BATT. INSUL. I EX. (3) 2"x10" GIRDER II I v --IL--- IF------5 r NEW REAR ADDITION ESC. 4" P.G. 5LA13 I BASEMENT FLOOR I EX. 6" P.G. FND. WALL OVER Ib"W x 6"D P.G. FOOTING WEST ELEVATION 5GALE: 114" = 11-o" 9-I15-11 Issued for Permit JGM JGM No. Date Revisioadssue Dwn Chk JCM Architecture, P.C. John C. Moccio, AIA 22 Waldron Drive T \ Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) E-Mail-Johnjcmra@aol.com Project Name and Address: Alteration 4 Addition to Residence I010 Gillette Drive East Marion, New York Drawing Name: BUILDING 5WTIONS Date: 3-1_11 Drawn By: JGM Scale: AS Noted Checked By: JGM Project No.: 1`111000 Sheet No. 3 of Seal: Dwg. No.: A2.3 General Notes Z~OOR SGHEI7ULE ROOF ROOF RWF I I DOOR DOORS I I NO: 51ZE: THK TYPE MAT. LOCATION SAID. REMARKS BI 3'-0" x 6'-8'(EX) 1-3/4" - HM BASEMENT - I Irv. I 3'-O" x 61-8" 1-3/4" 0-1 NID FRONT ENTRY ALUM, NEW BATH 21 V. 2 21-0" x 6'-8' 1-31B" 0-2 WD NEN OL05ET - r- 3 2'-6" x 6'-8' 1-3/8" 0-2 NO REDIIGED GLO5ET - I I . 4 2'-6" x 6'-8' 1-3/8" 0-2 HD EXI5TIN6 GLO5ET - 11/2, I 1 V. LAV. I LAV I I 5 2'-6" x 6'-8' I3/8" D-2 ND EXI5TIN6 BEDROOM - I I wc. II I I I 2ND FLOOR 5H I ~ Tuo 6 I'-6" x 6'-8" 1-318" 0-2 N?D EXI5TIN6 LIMN GL05ET - l 2'-0" x 6'-8'0-2 ND EXI5TIN6 BATHROOM - LrL- "11'5 8 2'-6" x 6-8' 1-318" D-2 NP EXI5TIN5 BEDROOM - I 2'V. 4'5, 12'V. 9 2'-0" x 6-8' 1-3/8" D-2 ND EXI5TIN6 CLOSET - I I 10 2'-O' x 6'-8'D-2 ND NEN GL05ET - EXIST. BATH II 2'-0" x 6'-8' 1-3/8" D-2 ND NEN GL05ET - f` 12 2'-6" x V-8' 1-318" 0-2 ND NEN STAIR - 1n v. - I In- V. 13 (2)2'-6" x 6'-6" 1-314" 03 ND LALNDRY CLO5ET - DI5 { y{q5 I KIT. SINK KIT, 51NK LAV 14 3'-O' x 6'-8"D-2 ND EX15TW6 6ARA6E HOOD WEATHER 5TRIPPIN6 AND LOGK5ET 15 2'-6" x 6'-8' 1-318" D-2 NO NEW MASTER BEDROOM - 15T FLOOR I6 2'-0" x 6'-8" 1-3/4" D-2 N?D NEN MASTER BATHROOM MARBLE I i B• Le 17 2'-6" x 6'-8" 1-318' 0-2 HD NEN MASTER BATHROOM MARBLE 18 16'-O" x T-O" 1-3/4" 0-4 ND EXI5TIN6 GARAGE - I 2' ~ 4" 5 I I I -J I 4' S. EX WASH MAGH I I BASEWNT 1In'W. 2'K GONNEGT TO EX15TIN ONNEGT TO EXI5TIN5 HOUSE 4' 5. MAIN PLUMBI PLUMBING RISER PIASRAM SCALE: 1/4" _ SGALE: 1/4" = I'-0" PROGRESS Printed on VARIE5 April 12, 2011 1I~-I7 771 Plema do no! delete N, mass If you dm, Y thls messeye fo prlnl, ya b the progress dak file In Ih%pr pf b dlractory vd chmpe I! k fM1e Mpotib IaJ r j li ~ .iii DI D2 D3 D4 3-18-II Issued for Permit JGM JGM No. Date Revision/Issue Dwu Chk DOOR TYPES JCM Architecture, P.C. 5GALE: 1/4" = I'-0" John C. Moccio, AIA 22 Waldron Drive Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (P) Fw..aj E-Mail - Johnjcmra@aol.com Project Name and Address: Alteration d Addition to Residence WINDOW SCHEDULE NO Gillette Drive East Marion, New York y 2_ WIN. N0: MODEL N0: QTY. Drawing Name: A WDH3046 I DOOR AND WINDOW 5GHEDULE5 B MN30410 10 Q G WDH2432 I Date: 3-1-11 Drawn By: JGM D WTR6101VU)H8310 I E KMOI0ME?H20410 4 Scale: As Noted Checked By: TIM F WTR3010#000410 2 TM FH Project No,: M11000 Sheet No. 3 of G WTR30210M0H3B46 2 H OVL3020 I Seal: Dwg. No.: I GIR20 I WDH3046 WDH50410 WDH2432 WTR18101Y?fJHIB310 WTR2010/WDH20410 010/WDH20410 WTR3010/WDH30410 WTR3b210/HDH38* OVL3020 GIR20 FWT-2-b011/FW6b0b8 A31 J FWT-2-6011/FW66066 2 O O O O O O O O O O O A3.1 WINDOW TYPES 5GALE: 1/4" = 1'-0" HE STATE OP NEW YORK DATA EMERSENGY EGRESS INPORMAl RMAT I O N General Notes GENERAL NOTES BU I Ln I NG G0l7r= OF THE S' DETAGHED ONE AND TWO FAMILY DWELLINGS USE GROUP R-3 RCNY5 SECTION 8310 REQUIRED IN HABITABLE 13A5EMENT5 AND 5LEEPIN6 AREAS ONLY. 1. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE EUILOIN6 DEPARTMENT 0AVIN6.URISDICTION 15BUES A BUILDIN6 PEWIT. CONSTRUCTION GLAS51FIGATION - TYPE V I. GONGRETE DE516N 5TREN6TH: GONGRETE SHALL 2. THE DESI6NER HAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/OR INSPECTION. HI5 RESPONSIBILITY 15 LIMITED TO THE HEIGHT LIMITATION (TABLE 503) - 3 STORIES SILL HEIGHT 44" MAXIMUM HAVE THE FOLLOWING MINIMUM GOMPRE551VE CONTENTS OF THESE PLANS ONLY. '~.1 AREA LIMITATION (TABLE 503) - UNLIMITED MINIMUM OPENING WIDTH = 20 IN. 5TREN6TH5 (f 'c) IN 28 DAYS FOR THE VARIOUS GOMPONENT5, UNLE55 NOTED: 3. ALL MORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEN YORK STATE AND SHALL CONFORM TO ALL THE RECOMMENDATIONS AND THI5 5TRUGTURE DE516NED IN AGGORDANGE WITH THE AMERIC 11TH THE AMERICAN FOREST AND PAPER A55OGIATION WOOD FRAME MINIMUM OPENIN6 HE16HT = 24 IN. REaflREMENT5 OF ANY OTHER AUTOWTIE5 HAVIN6 JURISDICTION. THE COWRAGTOR SHALL OBTAIN AND ARRANGE FOR ALL REWIRED CONSTRUCTION MANUAL 2001 EDITION (AF4 PA WFGM-2001) F 1 WFCM-2001) PER SECTION R301.2.1.1 RCNY5. MINIMUM NET OPENING 51ZE GRADE LEVEL = 5 50. FT. CLEAR (GRADE TO SILL HEIGHT 44" AT EXTER F 44" AT EXTERIOR MAXIMUM). A. FOUNDATION - f 'c = 3000 P51 STONE GONGRETE PERMITS, INSPEGTION5, CERTIFICATES, TESTS AND 9URVEY5. MINIMUM NET OPENIN6 51ZE OTHER AREAS = 5.150, FT. CLEAR AIR ENTRAINED 6 PERCENT. 4. THE CANBRALTOR SHALL VERIFY ALL EXISTING CONDITON5 AND DIMENSIONS BEFORE 5TARTIN6 CONSTRUCTION AND SHALL NOTIFY THE CLEAR OP6. IN. CLEAR OP6. DE516NEIZ OF ANY AMBI6UITIE5 OR DISCREPANCIES BEFORE PROCEEDIN5 WITH THE WORK. IF ANY WESTIONS ARISE BEFORE OR DURING CLIMATIC N17 G BOG R,4P EAR OP6. ~ ~AND/OR CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWIN65, THE CONTRACTOR SHALL GALL THE M16MR FOR CLARIFICATION SRAPH I G Mr=51 SN GR I TER I A WINDOW TYPE, SIZE AND MANUFACTURER WIDTH HEIGHT 5Q. FT. FT. 2. ALL DEGKIN6 SHALL BE WE5TERN RED GEDAR INSTRUCTIONS . IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, HE SHALL ASSUME THE RESPONSIBILITY FOR THE WNSEWENGE5 OF ST 3. ALL POSTS SHALL BE TREATED YELLOW PINE NO2 HI5 ACTIONS AND/OR DECISIOR5. GROUND WIND 5E15MIG SUBJEGT 1 SUBJECT TO DAMAGE FROM WINTER ICE SHETLD AIR FLOOD ANDERSEN WDH3046 OR BETTER DOUBLE HUNG 331/8 24 1/4 5.1 5. THE CONTRACTOR 15 REWIRED TO PROVIDE THE HOMEOWNER WITH ALL REQUIRED LICENSES, INSURANCE CERTIFICATES AND INSURANCE SNOW DE516N DESIGN UNDERLAYMENT FREEZING HAZARDS ANDERSEN GW135 OR BETTER CASEMENT 22 61116 3b 3/8 5.1 4. ALL JOISTS Q 61RDER5 SHALL BE TREATED YELLOW GOVERA6ES. LOAD SPEED (mph) GATERGORY WEATHERING FR05T L NIS FR05T LINE DEPTH TERMITE DEGAY TEMP. REQUIRED INDWX WITH 5TRA16HT ARM HARDWARE 5'1 PINE NO.2 6 THE CONTRACTOR MUST TAKE ALL MME5ARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE RESIDENCE AND ITS CONTENTS FROM THE 12.98 5. ALL GONNEGTOR5 SHALL BE 51MP50N OR EQUAL. ELEMENTS DURIN6 CONSTRUCTION. 20 P5E 120 mph G SEVERE 5 TO SLIGHT TO 3 NASSAU ANDERSEN FWH2168 OR BETTER FRENCH DOOR, 24 13/16 15 1/4 12.98 zE OJ TO 4 ET. MODERATE TO HEAVY MODERATE YE5 519 HINGED 1. THE CONTRACTOR 15 TO FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF 11 SUFFOLK ANDERSEN FN65065 OR BETTER FRENCH DOOR, 22 I//8 15 3/8 58 EWIPMENT, PRODUCTS AND SYSTEM EWIPM£NT. EXIp051RE SLIDING II.SB 8. THE ON ER SHALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH THE CONTRACT DOGR•ENI5 CATEGORY B IF 50 DESIRED. 9. NO DRAWIN65 SHALL BE 5CALED, MRITTEN DIMENSION SHALL BE USED ONLY. 10. ALL LUMBER FOR J0I515 AND RAFTERS SMALL BE HEM-FIR *2 HAVE A MIN. REPETITIVE FIBER STRESS OF 850 P5.I, MARKED PRIOR TO LOAD I NIS SCHEDULE (Les. / 5a. FT) DELIVERY TO JOB SITE, AND A MIN. BEARIN6 OF 2" (UNLESS OTHM15E NOTED) LEVEL 5LAB ON SPADE II. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE NATOWL ELECTRIC CODE. LIVE LO ~ ~IC~ A\ J, L ALLOWABLE =7EPLEGTIONS MATERIAL ROOF OEILINS SECOND FLOOR SLAB ON GRADE 12. UNDERWRITL325 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE DINER UPON COMPLETION OF ALL ELECTRIGAL WORK. 4" G0NC4IZM SLAB 50 50 13. ALL PLUMEIN6 WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE TON OF NORTH HEMPSTEAD REQUIREMENTS. TABLE R3015 TOTAL DEAD LOAD 10 10 10 14. ALL AREAS WITHIN BATHROOMS TO BE 5/8' WATER RESISTANT 6YP" BOARD. TABLE R301.5 15. INSULATE ALL PIPING AND DUCTWORK IN ATTG AND CRAWL SPACES WITH I" INSULATION ON ALL DICT511 1/2' INSULATION ON ALL PIPING; ROOF SNOW LOAD Pg 30 314" INSUATION ON ALL WATER SERVICE SUPPLY PIPING. STRUCTURAL MEMBER ALLOWABLE 16. CAULK AND FINISH ALL WINDOWS AND DOORS AS REWIRED. USE LIVE LOAD 5TRUC DEFLECTION LIVE LOAD 10 30 40 RAFTERS HAVING SLOPES GREATERS THAN U180 TOTAL LOAD 40 20 40 90 ~O 11. INSTALL METAL FLASHING AROUND ALL ROOF PBNETRATIOE. 90 18. PROVIDE AND INSTALL ALL MOLOIN65, SILLS, STOOLS AND TRIM AROUND ALL WINDOn AND DOORS TO MATCH EX15TN5 TYPES UNLE55 OTHERH5E NOTED~ ATTIG5 WITH LIMITED STORAGE 20 RAFTS 3/12 WITH NO FIN15HED GEILIN6 ATTACHED TO RAFTERS DEAD LOAD NOTES PER SECTION R3012.2.2.1: H. ALL COLORS AND PUNISHES ETC. SHALT. BE SELECTED BY DINER ATTIG5 WITHOUT 5TORA6E IO 3)12 N 15 L65 20. ALL WINDOVn, AS SELECTED BY OVER SHALL ~HA!VE HIGH PERFORMANCE INSULATED 6LA55 DEGK5 40 INTERI INTERIOR WALLS AND PARTITIONS H/180 1. MAXIMUM PERMITTED WEIGHT OF EXTERIOR LIGHT FRAMED WOOD WALLS 15 L65 2. MAXIMUM PERMITTED WEIGHT OF INTERIOR LIGHT FRAMED WOOD WALL5 10 LES. 10 LES. 21. ALL HINDOVn THAT SERVE AS EF~EiRG~ENGY E5RG5 SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCEi ABOVE THE FLOOR WITH A EXTERIOR BAL(ONIE5 60 FLOCK FLOORS AND PLASTER CEILINGS L/360 MINIMUM OPENING DIMENSIONS PER NOTES ON TH15 DRAWING. ALL OTHER 5TRUCTURAL MEMBERS L/240 NA I L I NS SGHEVULE 22. ALL INSULATION, MI CH 15 CAPABLE OF AeB50RBIN6 WATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE E ?MINTER HARM FIRE ESGAPE5 40 ALL C SIDE OF THE INSULATION. INSULATION SHALL C K INSTALLED IN SUCH A MANNER THAT PROVIDES CONTINUITY OF HGLLATION AT PLATE LINES. GUARDRAILS AND HANDRAILS 200 EXTEF EXTERIOR WALL5 WITH PLASTER OR STUCCO FIN15H H/360 SILL LINES AND CORNER5. ALL INSULATION TO HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 ALONG WITH A SMOKE DEVELOPED INDEX 6UARDRAIL5 INFILL COMPONENTS 50 EXTEF EXTERIOR WALL5 - WIND LOADS WITH BRITTLE FINISHES L/240 JOINT DESCRIPTION NUMBER OF NAIL SPACI NAIL SPACING NOT TO EXCEED 450. EXPOSED ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATTS/50. GM. - COMMON NAILS EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FIN15HE5 L/120 ROOF FRAMING GO BUSTABLE INSULATION SHALL BE SEPERATED FROM ALL LIGHT FIXTURES. PASSENGER VEHICLE GARAGES 50 EXTEF 23. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SANDY 501L OF 2 TONS PER 5WARE FOOT BEARING CAPACITY MINIMUM; CONTRACTOR SHALL ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 RAFTER TO TOP PLATE (TOE NAILED) (3) - 8d PER RAFTE PER RAFTER VERIFY TH15 CAPACITY AND MINIMUM COMPACTION OF 95% PROCTOR DENSITY IN THE FIELD PRIOR TO CONSTRUCTION. STAIRS 40 24. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RFYAMPENDATIONS OF ACI-301-89 SPECIFICATIONS FOR STRUCTURAL SLEEPING ROOMS 30 GEILIN6 J015T TO TOP PLATE (TOE NAILED) 0) - 0d PER JOIST PER ,015T CONCRETE FOR BUILDINGS" 3p00 P.S1U; REINFORCINS STEEL SHALL CONFORM TO ASTM A-615 6RADE 60. ALL FOWATIOS SHALL BE GEILIN6 JOIST TO PARALLEL RAFTER (FAGE NNAILED) (1) - Ibd EACH LAP EACH LAP ADEQUATELY BRACED PRIOR TO BAL0I1-1-I146. EACH LAP 25. ALL CONCRETE BLOCK SHALL CONFORM TO A5TM C 10 FOR GRADE 'N" UNITS WITI TYPE'M' MIORTAR ALL MASONRY WORK SHALL O GEILIN6 J015T LAPS OVER PARTITIONS (FAGS NAILED) (T) - Ibd EACH LAP CONFORM TO AGI 531-14. PROVIDE 6ALVM12ED HALL TIES NOT LE5 THAN 9 BASE WIRE OR 22 6A6E X 1/8' CORRUGATED METAL, SPACED O GOLLAR TIE TO RAFTER (I=AGE NAILED) (2) - IOd PER TIE PER TIE NOT MORE THAN 24 INCHES ON CENTER AND SHALL SUPPORT NOT MORE THAN 3 114 5.F. PER TIE. (~5 HALL FRAMING 26. ALL STEEL HORK SHALL CONFORM TO THE REWIREM R45 OF THE AISG '5P51FICATION5 FOR~T~yE,~~D~E516N FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' 5TEELSHALL CONFORM TO A6TH A-36 AND A-Wi. ALL,., MFLTIONS SHALL USE A-325 W BOLT5 2 TOP PLATE TO TOP PLATE (FACE NAILED) (2) - Ibd PER FOOT PER FOOT OR E70XX HELPS. O O ® A TOP PLATES AT INTER5EGTION5 (FACE NAILED) (4) - 16d JOINTS- EACH 5 1 JOINT5- EACH SIDE 21. PROVIDE 51146-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM, REFER TO FLOOR PLANS. 1,9 ® ply 28. RAILIN66 AND HANDRAILS, BOTH INTERIOR AND EXTERIOR SHALL BE DES614ED TO RESIST LATERAL IMPACT AT TOP EQUIVALENT TO A STUD TO STUD (PAGE NAILED) (2) -Ibd 24' O.G. 24' O.G. MIN CONCENTRATED LOAD OF 200 L55 APPLIED IN ANY DIRECTION AT ANY pP~O~INT ALONG THE TOP. Q 29. ALL REQUIRED EXIT DOORS SHALL BE 3'-0' X 6'-8' MIN AND BE O'EIWBLE WITHWT A KEY. ALL STAIRS SHALL BE 3'-0' WIDE MINIMUM HEADER TO HEADER (PAGE NAILED) Ibd lb" O.G. ALONG E 16" O.G. ALONG ED5E5 WITH A MAXIMUM RISER HE16HTiIO1ryF.8m U4' AND A MINIMUM TREAD LBnTH OF 9'. ALL HALLHAY5 SHALL BE 3'-0' MIN. WIDTH. q' / TOP OR BOTTOM PLATE TO STUD (FACE NAILED) (2) - Ibd PER STUD PER 5TUO 30. ALL GLAZING IN DOOR5, `.MOVER STALLS, FIXED PANELS ADJACENT TO DOORS, AND 15AT W ENCLOSURES SHALL BE LABELED PERMENBULY WITH THE MANUFACTURERS NAME AND THE SAFETY 61 AZIN6 STANDARD THAT IT COMPLIES WITH. ~L BOTTOM PLATE TO FLOOR JOIST, BAND-101K, (2) -16d PER FOOT PER FOOT 31, FOAM PLASTIC INSULATION 50ALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 15 AND A SMOKE DEVELOPED RATIN6 OF NOT ENDJO15T OR BLOGKIN5 MORE THAN 450 AND SHALL BE SEPERMFD FROM ~ THE INTERIOR BY I/2" 6YPSM BOARD SUFFICIENT TO LIMIT THE TEMP RISE M VI THE UNEXPOSED SURFAGE TO NO MORE THAN 250 DEGREES AFTER 15 MIN. RAFTER FLOOR FRAMING J015T TO SILL OR GIRDER (TOE NAILED) (4) - bd PER -015T PER -015T 32. MOLE ALL BEAMS AUTO J015T5 UNDER PARALLEL PARTITIONS AND AROUND OFENIN65 IN FLOORS AND ROOFS. 51MP50N 5TRON6 TIE RAFMF 55. PLYWOOD 9UB FLOORING SHALL BE 3/4" MINMUM HITH A SPAN RATNG 48/24. PROVIDE MIN. I" SPACE 51MP50N STRONG TIE (OIL STRAP RAP CANIEGTOR MODEL NO. 42 BRIDE IN6 TO J015T (TOE NAILED) (2) - bd EACH END EACH END 34. CHIMNEY CONSTRUCTION SHALL BE BRICK AND CLAY FLUE. ~~j FIRST NAIL 35. CHIMNEY OUTLETS SHALL BE NOT LONER THAN TOP OF ANY WINOOK WITHIN 20 FEET, NOR LF55 THAN 2 FEET ABOVE THE COMBUSTIBLE TO (520 - 1~" X 20 GA6E (5) bd RAILS BLOGKING TO J015T (TOE NAILED) (2) - bd EACH END EACH END nom . . e..ne ro a,,, n,u- w,mu ,n ~ ort a 11 I w x I [ n1AN 9'11" AP TNF HIF.NRiT POINT 4AFRF TE CHIMNEY PASSES , i _ _ 9mum KIMd 101 IU. Inl KIWI MILWI W/ my r~rt wipe ruc w ~ THRaIU611 THE ROOF. 5TRAP LENGTH NAILS TOP PLATE RIM J015T TO SILL (TOE NAILED) (2) - Ibd PER FOOT PER FOOT - Q-I5-10 Issued For Permit JGM JGM 3b, CONTRACTOR SHALL PATCH AND REPAIR ALL EXI5TIN5 AREAS LEFT EXPOSED AND/OR DAMAGED DUE TO THIS ADDITION WITH 51MILAR GUT IN FIELD EA. 51DE - 6-10-II Issued for Bld JGM JGM MATERIALS ORA~,S~.DIRECTED BY OWNER WALL 5HEATHING II-9-10 Issued for Permit JGM JGM 31. PROVDE W.TIRIGANE CLIPS ON ALL ROOF RAFTERS. RIDGE PLYWOOD - ZONE 4 bd 12" O.G. FIEI 12" O.G. FIELD No. Date RevisionAssue Dwn Chk 58. PROVIDE DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIR AND SM16HT OPENIN55. 6. O.G. EDE 6' O.G. ED6E5 34. ALL SUPPLY, EXHAUST AND INTAKE OUTLETS TO BE EQUIPPED WITH SHIT TI6HT5 AT BIRDIN6 ENVELOPE TO MINIMIZE AIR LEAKA65. RAFTER 40. PROVIDE MINIMM 100 CFM MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150 CFM MECHANICAL VENTILATION IN KITCHEN AREAS. (5) 8d NAIL5 PLYWOOD - ZONE 5 bd 6" O.G. THROII 6"O.G.TBR0U6HXr JCM Architecture, P.C. 41. 6AS FIRED BOILERS SHALL BE LISTED IN ACCORDANCE WITH ANSI 221.13 OR UL 195 AND CONSTRUCTED IN ALLORDANCE WITH A5ME CSD-I. TYPICAL- Ri ~ G~ STUD ROOF SHEATHING 42. PROVIDE 51MP50N STRONG TIE .015T HANN6E1R5 AT ALL FLUSH HEADER C7NDITION5. 12" O,G, FIELD John C. Moccio, AIA 43. PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR AS PER THE RESIDENTIAL C)DE OF NEW YORK /OA IV1. C V ECT I Oi. I D T/'1L PLYWOOD - ZONE Bd 12" O.G. FIEI 6" O.G. EX 6" O.G. EDGES 22 Waldron Drive 44, THE CONTRACTOR SHALL INSTALL 5/8" PIA, ANCHOR BOLTS EXIENDIN6 A MIN. OF T INTO CONCRETE FIND, WALL AND SPADED a A MAX. OF N 1 `I 6' ON CENTER AND WITHIN 12' FROM THE EN05 OF EALH RATE 5EGTIGN 5GALE: I" = 1'-0" TYPICAL RAFTER PLYWOOD - ZONE 2-3 ad 6" OL THROU 6" o.G THROI:GHOUT T \ Stony Point, New York 10980 v 1 (917) 757-9171 (T) 1 (845) 786-9022 (F) 45. FIRE BLOCKIN6 SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT OPENIN65 (BOTH VERTICAL AND HOWZONTAU AND TO FORM AN ALTERNATE DETAIL 15 2" x 4" G,OLLAR TIES CONNECTION DETAIL EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE. SEE BUILDING SECTIO~Np.~ry~.~ EVERY RAFTER WITH (6) - Od NIAIL5 EAGH 51DE NO 5GALE 5GHEDULE PREPARED IN ACCORDANCE WITH WFGM 2001 EDITION AND THE RCNY5 ADOPTED 1-1-03. f~ E-Mail - Johnjemra@aol.com I-I-03. 46, ALL WALL AND GEILINS FINI5HE5 SMALL HAVE A FLAME 59REAP RATIN5 OF NOT MORE THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 TABLE COMPILES THE STRIGTE5T RECIUIREMENT5 FROM BOTH GODE5. 41. ALL LUK ER IN CONTACT WITH CONCRETE SHALL BE ALA2 LUMP. Project Name and Address: Alteration 4 Addition to 2'-0" EXTEND TO 24" PAST WALL 5TUD 51MP50N 5TRONG-TIE WALL 5ND Residence ASPHALT 5HIN6LE5, 6 EXTERIOR WALL FAGE (4) Bd OOMW( - (4) Bd COMMMON NAILS EA. HUTF J015T HANGER (4) bd GOMMMON NAIL END of STRAP ® EAGH J015T 14" x 20 GA. STRAP END OF STRAP GOMMMON NAILS EA. 5TRAP SO 711lette Drive NAIL5 PER 5HIN61-E A5 MINIMUM IJ" x 20 6A. STRAP EQUAL END OF 5TRAF = STRAP East Marlon, New York PER R905.2 9 EVERY ft SUBFLOOR SUBFLOOR WOOD HEADER OR 61RDER EVERY STUD SIMPSON HPAHD OR EQUAL IGE d WEATHER5HIELD PER 51MP50N GS 20 OR R905.2.1.1 5HOE PLATE Drawing Name: PLYWOOD 5HEATHIN6 SL. GODS DETAILS 60TTER RIM J015T/ BOX BEAM MI MIN. I" SPACE BE r CEILING J015T BEFORE NAILS Date: II-9-10 Drawn By: JGM WOOD J015T OR RAFTER Scale: A$ Noted Checked By: JGM TOP PLATE ANCHOR BOLT5- IGHORB'OLT5- Project No.: MI0004 Sheet No. 2 of 3 DIA. ^I l V 51MP50N 1-13% MI MIN. I" SPADE AGO SILL PLATES ' DIA. PU q LATE x 3" PLATE WASHER 51MP50N LPT4 PLATE BE BEFORE NAILS - 3" x 3" PLATE W I6" Ob. TYPICAL WALL TOP FLANGE JOIST HANGAR I I I I j ANCHOR BOLT ANGHOR BOLT 5PAGIN6-TABLE 32A 4 3.25 Seal: Dwg. No.: OVERHANG 5GALE: I" = I'-0" a I I ;1 I• r I TO 3 5T( I TO 3 STORIES - 45" O.G. VARIES MIN. I BOLT WI' MIN. BOLT WITHIN b" TO 12" FROM ALL A4.1 IOR POURED GONG. FEN. te r' a: U ' . GORNER5 AND CORNERS AND WITHIN 12" OF PLATE SPLICES r-LOOR TO r-1.OOR 01 YALE; I" = I'-0' ICE PROTECTION nETAIL SILL TO T-LOOR TO STUD 56ALE: I" = 1'-0" 51-ALE: I" = 1'-O"