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HomeMy WebLinkAbout43727-Z F04 e49 Town of Southold 2/13/2020 0 P.O.Box 1179 o 53095 Main Rd 4A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41059 Date: 2/12/2020 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 1260 Koke Dr, Southold SCTM#: 473889 Sec/Block/Lot: 87.-5-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2019 pursuant to which Building Permit No. 43727 dated 5/8/2019 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: ADDITIONS AND ALTERATIONS TO AN EXISTING ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Ostrosky,Deborah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43727 02-05-2020 PLUMBERS CERTIFICATION DATED A o ' ed i ature TOWN OF SOUTHOLD �SUFfnt� BUILDING DEPARTMENT N a ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43727 Date: 5/8/2019 Permission is hereby granted to: Ostrosky, Deborah 1260 Koke Dr Southold, NY 11971 To: make additions and alterations to an existing accessory building as applied for. At premises located at: 1260 Koke Dr, Southold SCTM # 473889 Sec/Block/Lot# 87.-5-17 Pursuant to application dated 4/30/2019 and approved by the Building Inspector. To expire on 11/6/2020. Fees: ALTERATION OF ACCESSORY BUILDINGS $192.40 CO -ACCESSORY B $50.00 Total: $242.40 Building Inspector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 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: gs�property lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildin topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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$15.00 Date. Old or Pre-existing Building: (check one) New Construction: ..�^ Location of Property: 1 90 p�G Street t Hamlet House No. Owner or Owners of Property: Block Lot Suffolk County Tax Map No 1000,Section— �� Subdivision Filed Map. Lot: 2 Permit No. J� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: l/ (check o e) \ Fee Submitted:$ Appli t Signature ®�*OF SOUj�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ sean.devlin(aD-town.southold.ny.us �yCOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Deborah Ostrosky Address: 1260 Koke Dr city,Southold sr NY zip: 11971 Budding Permit#• 43727 Section 87 Block 5 Lot- 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Paul Burns Electrical Cont. License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFI/ARC Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment- Mini Split AC w/ 1- Blower Notes- Finished Room Over Garage Inspector Signature: Date: February 5, 2020 S.Devhn-Cert Electrical Compliance Form.xls q 3 %f so -- # # TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION = [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION.2ND [ ] INSULATION/CAULKING 'FRAMING/STRAPP NG [ ] FINAL [ '] FIREPLACE°& CHIMNEY [ `] - FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �km K,It 6 - n,: ok� 10 _ c 1 r DATE ?/ INSPECTOR4 u u wo OF SOUIyO� ' # # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -' -, 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I INSPECTOR �� - # TOWN OF SOUTHOLD BUILDING. DEPT. �o • io `ycaurm��'' 765-1802 1NSPEOTI-ON = [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]-' FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL-(FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (k) &Ak I 1�4 Z . (2�b8e OSW 4 34 5o Ktl 7 ti �-� v• 6� DATE //Iqlw7o INSPECTOR 4'. 3�ao� ------------ *Of Souryo # TOWN OF SOUTHOLD`BUILDING DEPT. 76S-1802 = 1-N-S P E C T I O N [ ] FOUNDATION 1ST [ -]. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL " f0�cq�U [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] -FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S _ DATE 1 �� �°Z° INSPECTOR OE SOUTyO� TOWN OF OUTHOLDZUI-LDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND :[ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z INSPECTOR R -IHITECT MARK SCHWARTZ &ASSOCIATES 28495 Alain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.mksarchitcct.com January 08,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Ostrosky 1260 Koke Drive Southold,New York To whom it may concern, I have been on site to review the insulation for the addition at the referenced site. I have attached the insulation details and to the best of my knowledge,the insulation has been completed properly and meets or exceeds NYS Code. Please call this office with any questions you may have. Sincerely, .4 JJ T .t; A Mark Schwartz t J AN 1 4 2020 AIA Monibci Ante scan hislautc,of Arcluleclurc Delfino Insulation Proposal 317 Burman Blvd. Phone: (631)329-7181 Calverton,NY 11933 Fax: (6631)329-7159 Proposal No.: 33712 Date: 12/19/2019 Dan West Builders Job Address: SF, IN/1260 Koke Dr. 48110 Route 25 0stroskv residence 1260 Koke Dr. Southold, NY 11971 Sou old, NY 11971 Fax: (631)463-6631 Phase: Renovation-Fire caulk Work Area Inventory Item _ Penetrations Fire Caulk Renovation-Fire caulk Total: Phase: Renovation-Foam phase Work Area Inventory Item 2x6 Closed Sloped Ceilings Closed Cell Foam-Nominal Fill tt y Spray 5"closed cell foam(R-35)in 2x6 closed slope ceiling and 5'in from eave on flat ceilirla . Ceiling Perimeter Closed Cell Foam-Nominal Fill 99�� 2x4 Facterior Walls Closed Cell Foam-Nominal Fill Spray 3"closed cell foam(R-21)in 2x4 exterior walls. JAN 2020 Windows and Doors Low Expansion Foam Renovation-Foam phase Total: Phase: Renovation-Batt phase Work Area Inventory Item BOFC-2x8 Open Flat Ceiling R-30 Kraft Faced Insulation BOK-Behind Open Kneewall Radiant Shield No Tear 2x6 Closed Kneewalls R-19 Kraft Faced Insulation f Interior Garage Ceiling R-19 Kraft Faced Insulation Renovation-Batt phase Total: Ali Bid Plan Pricing is subject to onsite Inspection. We propose hereby to furnish materials&labor in accordance with the above specifications for The sum of. Payment to be made in full,plus any applicable sales tax,in accordance with the*Terms stated herein. — Ali material Is guaranteed to be as specified.Ali work to be completed in a workman Ike manner according to standard practices. Any alterations or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra change over and above the estimate. Ali agreements contingent upon strikes,accident or delays beyond our control Owner to carry fire.tornado and other necessary insurance. Our workert are fully covered by worlanan's compensation insurance.The undersigned hereby agrees that in the event legal argon is instituted to enforce payment of an outstanding balance,a reasonable amount volt be added thereto for attorney's fees and legal costs,as well as the prevailing statue interest rate tion the date the original amount was due. ALL JOBS ARE C.O.D.UNLESS PRIOR CREDIT APPROVAL HAS BEEN ACCEPTED. ALL DEBRIS 1S TO BE BAGGED AND LEFT ON SITE. ALL FOAM APPLICATIONS REQUIRE A 50%DEPOSIT AND SIGNED PROPOSAL PRIOR TO COMMENCEMENT OF WORK. Note:This proposal may be withdrawn by us if not accepted within 30 days. FOAM JOBS:It is advised that all persons and pets vacate the premises during the spray roam application and for a period of 24hrs there after while foam is curing.All foam is sprayed to a nominal thickness. ACCEPTANCE OF PROPOSAL: The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. 2W­_4 Date '"? // , ,!.� Date Salesperson: Fred Fumell CuUmnw FOUNDATION At MOW= z ROUGH FRAMING& PLUMBING PWATMIN INSULATION PER N.Y. 8TATE ENERGY CODE FA • 11 . COMMNTS AN 1 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 4 sets of Building'Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. X 3 Check - Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: � o � Mail t :Approved 20 lJt44 r J Disapproved a/c }' ,Phone: 73�-ii S Ex n -- 0 4 V Building Inspec o - J'\) = APR 3 0 2019 APPLICATION FOR BUILDING PERMIT Date ® t , 20 TOWN OF SOUINSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule., b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon app'rova'l 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,buildirig permit shall expire if the work authorized has not commenced within'42 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 Departmenffor 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 onfor removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building codd;housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, agen 16 chitect gineer, general contractor, electrician, plumber or builder Name of owner of premises O.S L (As on the t x roll or latest deed)' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 260 KOK P So l P Ho se Number Street Hamlet Lot County Tax Map No. 1000 Section Block d 17 - i Subdivision Filed Map No. Lot f I 2. State existing use,and occupancy of premes and 'ntended use and occupancy of proposed construction: a. Existing use and occupancy i(/ e4f i b. In tided use and occupancy_ 3. Nature of work(check which applicable): New Building Addition Alteration;_ Repair Removal Demolition Other Work 7V r' A4191 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6-. -If business_, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing rt"r��ctures, if any: Front Rear Depthth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions o�e�ire new c st uction: Fro Rear .- Depth Height Number of Stories { - I 9. Size of lot: Front : Rear Depth_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated j 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—I'\ 13. Will lot be re-graded? YES NO JC Will excess fill-be removed from premises?YES NO ' 14. Names of Owner of premises -e0J Address Phone No.-.5/67 2 D 3 Z Name of Architect Address Phone No Name of Contractor Address Phone No. _ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO� IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. i 18. Are there any covenants and restrictions with respect to this property? * YES NO_� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF P being duly sworn, deposes and says that(s)he is the applicant (Name of i dividual signing contract) above named, A�(S)He is the (C tractor,Age t, Corpo ate 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 tbefore me this c , day of 1`t 20 )q vv AI i Notary Publ TFIACEY L. DWYER Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,=9- Scott A. Russell STORMWATER 8UPMV180 R- MANAGEMENT SOUMOLD TOWN HAU-F.O.Box U" WM'UAnMLsad-S0UM0LD,1*MV'Y0W1 11M Town of Southold C 236 - STORAIWATER .AGE NT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT IWOLVE ANY OF TBE FOLLOWING Yes No (CHECK All THAT AMY) 0 A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of grourid surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 110 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM-Map of any watercotu-se. LA F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval sof a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. if you answered No to in of the questions aboe,=P! Complete the Apphwnt Section below with yon Name, ftmatw'e,Contact h9ormallou,Batt& Caunty Tax Map Naniber! tester 236 does not aplfly to your Project. If you answered YES.to one or more of the above,please submit Two copies of a Storamter Management Control Plan and a emplew Check List Fam to the Boding Department vio--ymw Bwidft)Permit Application. APPU Wmwrly 0—cr, Prctesm-1,AgaiL contractor Othmi S.C.T-M- 1000 DatL- DIArict NAME -7 o5 -0!!t1Z5b �r Section Block Ut 1 1 FOR BUILDING NT USE ONLY cwtad lnforrratiois Reviewed By. — — — — — — — — — — — — — — — — — — Date. Property Address/Location of Construction Work, — — — — — — — — — — — — — — — — — t Z('g 0Approved for processing Building Permit. Stormwater Management Control Plan Not Required, S'0 C' — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ;11 SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD >a ', DEC 2 0 20��wni-Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rotierr6southoldtownnv.cov— seandCa�southoldtownnv.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/23/2019 Company Name: Paul Burns Electrical Contractors Inc a Name: Bob Burns License No.: 3897-ME email: pbumsjr@optonline.net f Address: PO Box 1061-Southold,NY 11971 Phone No.: 631-365-4735 ; JOB SITE INFORMATION (All Information Required) s Name: Debra Ostrosky Address: 1260 Koke Drive Southold Cross Street: Main Bayview Road Phone No.: Bldg.Permit#: 43727 email: - Tax-Map District: 1000 Section: Block: -- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) wire garage storage room Circle All That Apply: Is job ready for inspection?: YE / NO Rough In l Final Do you need a Temp Certificate?: YES / Issue On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect-Flood Reconnect-Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l7i Request for Inspection FormAs D Town Hall Annex . . . Telephone(631)765-1802 54375 Main Road '" Fax(631)765-9502 ; P.O.Box 1179 Southold, NY 11971-0959 , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS,TYPE'=CONST, RUCTIOWP_REI-ENGIN_EEREg', ,WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION_ Date, ,(I Owner: • t fes, Location of Property: _ .�_2 D �l o C��'_. ,�� /(�`— . �.1v(�71"b� , x Please take notice that the (check applicable line): r New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 1 Pre-engineered wood construction (PW) { �. Timber construction (TC) in the following location(s) (check applicable line):; Floor framing, including girders and beams (F) Roof framing (R) Floor anq roof framing (FR) Signature:- Name ignature:_Name (person submitting this form): T , Capacity(ch k applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 r - REFLECTIVE WHITE r REFLECTIVE RED _ l PANTONE#187 .t r i s 9 F - t • f . •S i S 1/211 STROKE The construction type designation shall be 641777 6611777 Aili A7 &11V77or KV77 to indicate the construction Classification of the = ' structure underESI:GXVA'�"a; . M F'OR� ST;RU"C`�'•U•RAL. section 602 of the BC,NYS CbMim""' E"k- 'S t"N"AT` ARE ,OF TRU:, S TYPE CONSTROCTION KF77 FLOOR FRAMING, INCLUDING t. ;■ GIRDERS AND BEAMS ROOF FRAMIXG „ R T,FLOOR AND ROOF FRAMING RUMOR(i STANDARDS AND CODESA - -- SURVEY OF PROPERTY AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-87-06-17 ' SCALA 1'— 80' ® APRIL 24, 2018 DWELL I NO WELL 340'* KOKE DRIVE - (30') "LIC WATER IN STREET gEL31.EV EEL-26.8, N25'56'50"E 125.00' EDP EOP EOP OWMT TEL�31. IP F 0. SAD— EL27.4' ' 125'* 240'* / i70'* � --385.00' O.A.7--F- TIMBER CURB ` Z CS 7EST HOLE DATA GRAVEL DRNEWAY �• T M6DOM W GEO5GYET/CE " TIMBER CURBW3/5/2016 STONE PATIO EL 30.0' 32.3' W/O/F I �WELLINCv DARK BIPONIU LOAM OL �� QUEEN I N DWELLING WELL 150'+ I DEC DECK n F PUDLIG WATER m eRoxly aM arErsAND sc N/O/F r N�WFR "N S ' s YOUNV 22.5' 1 23.9• , STY. FR. HOUSE I c VACANT- FF EL 29.4' N 24 2.6 I .a N ell N TIMBER ND SP Q I I O PALE BROW FLNE SAW TIMBERp) STOOP n , STY. FR Vl 0O 40.3' c N GARAGE N O D LM-9TA PROP. v TANK 17° LOOSE STONE 24.5' NOTE NO WA7ER ENCOMEM nMBER TIMBER PLANTEER KEY bo = REGAR EL22.9 D. S25056'50"1,' B WO 125.00 EL22.5' ERMINGHAM ® = WELL VACANT A = STAKE - - - - - - - - - - - - - - - - Q,P STN = TEST HOLE • = PIPE ■ a MONUMENT = WETLAND FLAG COVE AT SOUTHOLD �;P= U17LJTY POLE PUBLIC WATER OWM= WATER METER I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES i and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO 7HI5 5URVEY 15 A VIOLATION N.Y.& L/a NO. 49618 OF 5ECT/ON 72090F THE NEW YORK STATE EDUCATION LAW. AREA=12,875 sq.ft. PECONIC SURVEYORa P.0 EXCEPT A5 PER 5ECTION 7209-5U601VI5I0N 2 ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR 7HI5 MAP AND COP1E5 THEREOF ONLY IF P.O. BOX 909 5AID MAP OR GOPIE5 BEAR THE IMPRE55E0 SEAL OF THE 5URVEYOR 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 18 113 ' l Donald Starzee D/B/A Star Mechanical Date Invoice No. P.O. Box 797 12/16/19 12938 Cutchogue, NY 11935 Phone/Fax(631)734-6882 Bill To: Ship To Dan West Builder Debra Ostrasky 48110 Main Road, Route 25 1260 Koke Drive Southold, NY 11971 Southold, NY 11971 Phone Terms 765-9214 Due on receipt Description Amount Installed 9,000 BTU split system Fujitsu heat pump,condenser and air handler(s). Installed all necessary control wiring. Installed necessary copper line set and PVC drain. Installed outside condenser pad. Ran system to check. Sales Tax 0.00 Payments/Credits $0.00 A 10%sevice charge will be added to all outstanding balances over 30 Balance Due X00 Allison Starzee<starpad I 50@opton line.net> 2/3/20 9:57 am model ## To daN WEST BUILDER INC <danwest1@optonline.net> Air handler model#ASU9RLF1 Condenser model#AOU9RLFW1 This is for Debra Ostrasky Thank you Allison 7 2,7 SPLIT TYP E' AIR COND" 1111-11- OUTDOOR USE „ °m MODEL No, , AOU9RLFW1 - SERIAL No MXN a 21 49A { SOURCE 2,08-/- --0 V 60 Hz 1'--PH CO Jw ,0� ' HEAT .� C<APAG l -Y C AR'l: .ry. 8=111. NR g!^'�} �w}°,f,�f y1 TOTAL .< AMPS. 3. ,; :.:. _ ,a2 ,GOMPRESS.CR': AMPS. :(3UTDOQR °3'' 3: 3- t FAN MBT, ° AMP f S: �R s0. 1'Mmu l-°,G1,R�CU,1,` AMPAJG-f�°' y � A 31 ilt!•,i8;���,ij, i/.,9 �ROUR�'l yTe.: R �E. f�' tl,.' ,�"r+ �y - U •A "(T I-ME"D'EL.AY FUSE VpR °HACRw:T z. 61 f"BR'E:AKER) , 4Mi'RESS0R,'L'0CKEDI R0T'09•AMPERES "26 A - 3 REFR I GERAN,T .41 OA ,FACTQRY CHARGE14oz ' DES 1 GN PRESSURE Hl OH' S I OE, '. 460 ps.i OW . 8'1,DE 240 ps ►° - :''APPU�CABLE INDOOR I1'41f, ASi19Ri F1, ASi19RLF LCAN/,CSA, DUSIntertek COWORMS ,Tc ONV: St' OAlADL Cts P.R.C° �ITEQ�. FUJIT U GENERAL LIMITED - q FEB e 6 2020 .f; - MEETS AND BOUNDS BY: Z O PECON IC SURVEYORS, PC N APRIL 24, 2018 W H O Q 340'± Q KOKE D — (301) MDI_IG WATER IN 5TKEET rt EL.31.8' �LL.26.8' N25*56"5 0"E 125.00 Cw W coy oym UP Q :'ll'E thtU, CONSTRUCTION ty~ > FL.27.4' f ENTRE CE �,,. 125 ± 2409± • / Q W `385.00r Q.A.-- `" CD TI(t#BER CURB 0 7 a r' O I "� O `x GRAVEL DRIVIEWAY rl} �/ cv (� �r. } a (,n!) HAY BALE OR SILT FENCING �J nMnER CURB �r G �/� C� " `. LIMITS OF CLEARING TO BEO STONE /� ___._.=--_fir_'.:..;_.. �i f ATIo „4 (; NO MORE THAN 20'FROM CJ O C) PROPOSED WORK AS ` 3L.3' 4 •\V.J` INDICATED ON SITE PLAN ' f O -nuticrz Nl0/�F j7',i !( WELLING QUEEN WELL T50' W ' ----_---_ + OWELLING {{�� rfc [)rcx M iry L I SCIL LOCATION PUBL.IG WATER VlI ..r... ©I sr�cT ;ADW 1 o VrosR NO CONCRETE YOUNC-� ' �*► ?.2.5' 1 23.9' 1 NOUS FR. i WORKTOBE DO N v I m � o v VACANT rF �_ �q.4• lB.n� at S% DO MER X i EXT S►ON_;} r r ' o c _w .• i ..► m nu nrR , _..._. O x x � o � / FRAMED (rl AREA:300 SQ.FT. .� Z v EXIST!O rmorR 11) ="°L' N 0 w —STOOP DORMEF. �GAF AGE © 100%RUNOFF @ 2'Yhr: v C40.3 0 } O 50 CU.FT ���✓//"" `t pW — UG PROP. - - \ INSTALL:6'dia,Tdeep DW 0 �� - ' ¢ TANK CAPACITY:67 CU.FT. u ^x twl r STOW[ DORMEF. ON U cn TURER EXTENSION °o v �'If'C Ftll). S25' 6'S0"UI✓ N101F 125.00 ��'` � E:L.22.9' BEfZM I NC-4--fAm VACANTH MT � ' u O SITE PLAN _ N SCALE: 1II - 20I-0II U- D ARCy/ ,S v IN SC N (�� Curd ru-or� DRAWN: X22339 O� SCALE: JOB#: F0F NES 4/30/2019 SHEET NUMBER: S. 1 REVISIONS: Permit Set 2/9/18 Add toDonner 3/16/18 Enlarged Bath 3/30/18 Relocated Bath 4/9/19 Relocated Bath 4/15/19- Removed 15Removed Bath 4/24/19 REScheck Software Version 4.6.4 Compliance Certificate Project Ostrosky Studio above Garage Energy Code: 2015 fECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 5% '7iy 7) 0 4 (5572 HDD) �� Climate Zone: Permit Date: a.P, Permit Number: __ `�` COMPLY WITH ALL CODES 0k= a ° ° Construction Site: Owner/Agent: Designer/Contractor: F NEW YORK STATE & TOWN CODES \ : i:; �'�'' ��'� AS REQUIRED AND _r / ° Q ° Cutc og aDnve c �^n v'1111 ' J o 0 0 o Cutchogue, NY 7w-ic.J� / / .\ 00 O QOQ ° FP'I o Q �3a o Q !,; ID AT 10 - T\7:'J _� uL, vl,w. v...,�ar:� �/ •0o Q RD Ft,R r. :D UJI UL U�YIi rt,l,...l. _. Q �_. .._....._..._. .__., .._.. .W -w ..�.-. ,, w w -_ .,.-........... . ....... _. ., _ .. . ._ .._ .. o , a'. RI` \. °oa Qo 0 o Compliance: 0.0%Better Than Code Maximum UA: 59 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.30 r.-+n•.t:��,,In Fx PLIJr::al,�,t�, /� -�-, � �_��`/��'` Q ° ° ° U 2. ROU�nT - t .�.t _ d d trade-off 1 ULLJ iYIY I wv. .� t r o O `0 0 v {Aycl jL:'�i It l`i pr / - / = • °O o It DOES NO provide an estimate of energy use or cost relative to a minimum-code home. on coderules. o The°/Better or Worse Than Code Index reflects how close to compliance the house Is base n . UL:,TIO � P J T o 4. FIN';gL - C'„t.'Ti 11VC nE _ \I *� 11 \�`,,/ " \\y�� ,./ ° o ° ° o OQ o0 o Q°�o T r er u `n e r,^1 T C vl01 C.O. .'�-�/r� _ :._\;'- • O ° Gr r6.i' i G-rel I �',i-Il'.LL NEET THE / �I '„ ,�..�. 1� / " a G C0"'• r T I ALL CONSTRIi! 'i'lvi�+ CC)DES OF{ E1N t_ o " Q • ° o °� ° ° Envelope Assemblies R4 GUIRcNuhaTS 0 T00 Q �_ � C �'lSLE FOR / x \ ° ° o YORK STATE. NOT I,L-SI ONv. ° dSTRUCT ION ERRO i5. = o ° o 00 f a V! • °oQ• Ceiling 1: Flat Ceiling or Scissor Truss 234 30.0 0.0 0.035 8 o Ceiling 2: Cathedral Ceiling 207 36.0 0.0 0.029 6 --; , � / O RETAIN STGR>ti1 WATER RUNOFF Wall 1:Wood Frame, 16" o.c. 406 23.0 0.0 0.055 21 ER 236 = 3 �I Window 1 vin I Fi I PURSUANT TO CHAPTER � \ o y/ berg ass Frame:Double Pane 23 0.320 7 ct �I'� � I/ ;i`i.�, // \„ . 0.3 OF THE TOWN CODE. I,� �� / ,�, � ;\� SHGC• 0 j � � jr ► , ;\ *i�` Wall 2: Wood Frame, 16"o.c. 94 19.0 0.0 0.060 6 ' ) Floor 1: All-Wood Joist[Truss:Over Unconditioned Space 225 19.0 0.0 0.047 11 - Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other /I\� � ^� fi" _ ^� calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandator requirements listed in the REScheck Inspection Checklist. ✓ � _ pY Y q p /f Name-Title Signature Date I\ El F-1 i El El El 0 � Project Title: Ostrosky Studio above Garage Report date: 03/16/18 Data filename: CAPROJECTS_21MKS Architect\MKS_0118_050 KokePlace\Ostrosky Garage.rck Page 1 of 1 OSTROSKY RESIDENCE STUDIO ABOVE GARAGE U O � � � N � CODE ANALYSIS ENERGY NOTES NOTE: OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up ro 5909 degree days. This project complies with the 2015 International Residential Code(IRC), the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: 2016 NYS Supplement to the Uniform Code,the 2015 International Energy 1. All work shall conform to the requirements of the New York State Building Code; REFERENCE STANDARDS: 2. Certified conformance for Zone 11 B. Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code, the all work shall also conform to the requirements of any other Codes and authorities FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles International Residential Building Code ) having jurisdiction. The Contractor shall obtain and arrange for all required permits,2015 Wood Frame Construction Manual (WFCM 2015), NFPA standard 70, R401.4 R401.4.1, 8402.2, 8404.1 AND R408.1 THRU 408.3 LIST OF DRAWINGS (2015 Wood Frame Construction Manual AF PA(2015) 3.Wood framed floors,wal's and ceilings shall have an approved "the National Electric Code", and the Zoning Code of the Town of Southold inspection, certificates and tests. Al GENERAL NOTES, CODE REFERENCES Climate Zone:11Bvapor barrier(permeance rating of 1.0 perm) installed on the ANCHOR BOLT SIZE AND SPACING: 5/8'P1 @ 36"O.C. A2 EXI5TINO PLAN$ ELEVATIONS � ASPHALT ROOF SHINGLE NOTES Degree on. g Y De Days:5750 "warm in winter"side of thermal insulation. A3 PROPOSED PLAN5, SECTIONS N Q 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST DECAY: Refer to Section 8319 A4 NAILING SCHEDULE, NOTES, CONNECTOR DETAILS m a, ou DESIGN LOADS: 4.Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 xLOv Roof: 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r.903.2 3. Concrete has been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section 8320 aa° n`- o 2 Basic Wind Speed:130 mph doors shall have a max. air infltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to O :° a p Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, q FLOOR SYSTEM: Shall comply with Chaper BUILDING PLAN REVIEW NOTE: x o requirements and recommendations of ACI-301-10"Specifications for Structural PY p `-� Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall beTown of Southold Plans Examiner shall review the enclosed document for minimum u" u Concrete for Buildings"(fc"=3000 psi);All exposed slabs, and steps shall be Lo a; 5. Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections RE302.8, 602.10, acceptable plan submittal requirements of the Town of Southold as specified in the o Table 8301.4 length to penetrate through the roof ng materials and the sheathing. GO R602.10.10, R613.2,AND 8613.3 Building and/or Residential Code of the State of New York. This review does not o :t U Minimum Uniformly Distributed Live Loads G. Garages-front, sides, doors, interior shall have max. U-.40 guarantee compliance with that code. That responsibility is guaranteed under the seal U M V (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as WINDOW ANCHORAGE: Shall comply with Section RG13.5 and signature of the State of New York licensed design professional of record. That 4. All framing members shall be Hem-Fir#2(Fb=850 psi); provide(2)2 x 8 header ,n U -. 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. seal and signature has been interpreted as an attestation that to the best of the rn over all wall openings, unless otherwise noted. Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS: Shall comply with Section 9513.0 licensee's belief and information,the work in the document is: 00 v Exterior Balconies 60 damper with a max. air lockage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 'Accurate 5. Micro-lam girders (ML) shall be laminated veneer- W lumber with E-2,000,000 PSI. Decks 60 shall have tight-ftting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) Fb-2,800 PSI, as manufactured by TRU5-JOI5T McMILLAN. EXTERIOR WALL COVERING: Shall comply with Section 8702.1, R703.1, 'Conforms with governing codes applicable at the time of submission �- fasteners per individual shingle. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment and Passenger Vehicle Garages 50 8. The Contractor shall sub-nit the design, size and type of E. Double frame around all openings, under parallel walls and under bathtubs. Provide Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or Shingles. `Conforms with reasonable standards of practice and with the view to the Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six (6)fasteners per 9 Simpson hanger connections at all flush structural load bearing conditions. safeguard of life, health, property, and public welfare Is the responsibility Attic with storage 20 required by the Building Department. shingle where the eave is 20 feet or higher above grade or where the FOAM SIDING BACKER BOARD: Shall comply with R314.2.5 base wind speed is 120 mph or greater. 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M.. of the licensee. Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and W 85 degrees Fahrenheit. AFPA/WFCM 2001 Refer to Rafter Span Tables 8802.5.10)and (2). Sleeping Rooms 30 SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the RISC "Specifications for Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall 10.All ducts and pipes shill be insulated as required by code. ROOF ASSEMBLIES: Shall comply with Section 8902, 89an 03 d Rg04, r , O Guards and handrails 200 conform to ASTM a-572 (GRADE 50)and A-501. ecI�T"J1 11. HVAC Contractor shall verify heat loss calculations. 1. Any glazing in any door type. ROOF SLOPE: Shall comply with Section 8905.2.2 DEFLECTION LIMITS: 9. All electrical work shall conform to local NEC and Underwriters Laboratory Rafters with no finished ceiling attached: LA80 12.All cellar and/or basement doors shall be insulated. 2. Glazing in any walls enclosing a shower, tub, a sauna or steam room requirements. ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) Floors: L/360 10. Pre-fabricated fire laces and flues shall be UL approved. fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.15) 13. The Engineer certifies that to the best of his knowledge, 3. Any windows within 24" of a door". P pP Belief,and professional judgement that the plans are in INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with on area greater than 9.0 sq. ft. where the bottom 11. Install smoke detectors and carbon monoxide detectors in accordance with all state compliance with the Energy Conservation Construction Code and local code requirements. and smoke-density requirements of Section 8315. - ONE MILE OF SHORELINE of New York State. (August, 2007) is less than 18"above the adjacent fnish floor within aro"of the window. 12.The Contractor shall verify all existing conditions before starting construction and INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" of the water g g R316. the large missile test of ASTM 1906 and or ASTM E 1.985 shall notify the engineer of any ambiguities or discrepancies before proceeding with G. Glazing n stairways and landings within 3'-O" horizontal) of a walking surface"". the work. If any questions arise before or during construction as to the intent or FLED A �- g y g Y g GYPSUM BOARD: Shall conform to Section 8702.3. cJ�� RC The contractor shall provide pre-cut Y2"plywood panels to cover details of the drawings, the contractor shall call the Architect, Mark Schwartz, at N V IN 'yam the glazed openings�shall pre-drill edges at 12"o.c.to accept ""THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE (631)734-4185 for clarification and/or instructions. If the contractor fails to follow 2-1/2" #8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. the above procedure, he shall assume all responsibility for the consequences of his MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: p q Q �7p for fastening. actions and/or decisions. Refer to Section 8307. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 1 13.The owner shall arrange for supervision of the construction work to ensure STAIR LANDING:Shall comply with section 8311.5.4 N compliance with the contract documents. STAIRWAY: Shall comply with Section 8311.5 '9 02 g WIND DESIGN SUBJECT TO DAMAGE FROM 233 � SEISMIC WINTER ICE BARRIER MEAN HANDRAILS: Shall comply with Section 8311.5.6 F .( GROUND FLOOD AIR FREEZING 14. When using ACQ pressure treated lumber all nails, screws, sill plates and wind O SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL F N E� SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. r - DRAWN: JM/MS CATEGORY TEMP REQUIRED TEMP SCALE: AS NOTED Ibe/ft2 MPH °F "F 15.Per r302.13 code, new floor jois+s at basements only(not crawl spaces): unless PROVIDE TRUSS SIGN IN ACCORDANCE WITH JOB#: using 2x dimensional lumber or microlom joists,1/2"sheetrock must be installed on PART 1265 OF NYS CODE MODERATE TO underside of joists (wood-!joists or steel joists).TJI flak jacket to be used in place 20 130 YES NO NO B SEVERE 3'-O" HEAD, 11 YES NO 452 52.70 of standard TJI wood-is for exception to code requirement(no sheetrock). SHEET NUMBER: PERMIT SET 4-24-10 A- I REVISIONS: Permit Set 2/9/18 Add toDormer 3/16/1 F Enlar ed Bath Relocated Bath 4/9/19 Relocated Bath 4/15/19 15-11" EXISTING DORMER Removed Bath 4/24/19 EXIST EXIST — — — —— — — — — — — --- — — — — — — — — — — —— — — — — — — —— — UNFINISHED ATTIC UNFINISHED ATTIC o CEILINGCEILING ILI SLOPE I SLOPE 7 El --� � 0 � EXIST EXIST •r-+ CEILING 3--t SLS OPE 2 2 X 6 CT W W� O.C. EXISTING FRONT ELEVATION 2 EXISTING RIGHT SIDE ELEVATION o `J I 2X6RR 2X6RR i 9 24" O,C,7� �q @.24:'O.G. •�..i N p � .��.� �--� iv I� •►� I UNFINISHED ATTIC � UNFINISHED ATTIC -- --- -- -- - - ---- � i 1 - I EXIST I DN -4 r-MIN ol S O E I — I It — — — — — — — — — — — — — — — — —11- - - - - - - - - - - - - - - - - - I I HIM I EXISTING - - - - - - - - - - - - - - - - EXISTING GARAGE 2nd FLOOR PLAN I I I I I I I I I I I I I I Iv 2 Scale:1/4".1'-0" I TWI I—L I I � o � - - - - -- - - - -I 3 EXISTING REAR ELEVATION 4 EXISTING LEFT 51DE ELEVATION (To remain unchanged) Scale:1/4".1'-0" Scale:1/4"=1'-0' LINE OF —� EXISTING DORMER ABOVE I o A w I o X Ln `t 2X6RR oe 2XGRR cmv @ 24" O.G. X @ 12"O.G. X o X v Ln UNFINISHED GARAGE EP \ GONCRETE I UNFINISHED ATTIC UNFINISHED ATTIC I LEDGE LIP Cn U O UNFINISHE ARAGE N EXISTING GARAGE FLOOR PLAN Scale:114'=l'-O" i EXISTING SECTION 'A' �RE�gR C,C�/J, q �� � �-A I; DRAWN: JM/MS SCALE: AS NOTED yl h 022 J g OQ- JOB#: \� N E�� SHEET NUMBER: RFVISIONS: Permit Set 2/9/18 Add toDormer 3/16/18 Enlarged Bath 3/30/18 Relocated Bath 4/9/19 Relocated Bath 4/15/19 Removed Bath 4/24/19 EXISTING WINDOW 5-4" 4" 2'-0" - - - - - - - - - - - -- - -TO REMAIN — - - _ _ _ NEW 2 X 8 RR @ 16" O.C. PITCH TO MATCH EXISTING R-30 BATT INSULATION IN CEILING CD o .. Jul^^^` u v dvYVW ' EW 2 X 6�.,;;,,•; , , , / SL P N N W WALL ALL F 6-6.5 PER INCH 5.5"= R-3G I — — — — _ — —— — — p I @ 24" O.C. o \ \\ CLOSET BEYOND DBL FRAMINGCLOSE– AROUND LCLc OSE AROUND ST9cf cv I I _ EXI5TINO WALL cv \ INSULATION: SPRAY FOAM OPENING/ I I w _ > TO BE REMOVED CLO i i U R-6.5 PER INCH 35'= R-23 / I O = i LL R-19 BATT INSULATION \ / p p AT KNEE WALL STORAGE \\ j / I I z z z ;,i - I NEW 61 11 w HIGH KNEE I STORAGE (Heated) U I WALL III 3,-5„IRR � 13-io,x 2 I I Area:234 Sq Ft w ^✓ -% R-19 BATT INSULATION I EAVES I i 13'-10" DO (?C IN FLOOR ABOVE GARAGE 10" I EXIST 2 X 6 RR x ( I EXIST 2 X 6 RR EXISTING OVERHEAD @ 24"O.C. �. @ 24"O.G. �1 cV DOOR TRACK I Z I i §J<IST(2) 2 X 6 CT_ � � CEILING G XIII @ 48"O.CLINE . — — — � LINE OF WI °B STAIRS I HEIGHT I I EXIST WALL TO O 2- UNFIN15HEr, RAGE — — — — — — — DOOR TOY;. BATH BEYOND BEYOND I I I BE REMOVED � �� 4-jCEILING SLOPE SD 4'-10" — 4'-11— — Uj bj) N LINE OF I $ OVERHEAD ctp� GARAGE DOOR BELOW nl G itl EW 2 X 6 RR N 9:24:'0.G. iv Q 44 ct Q9 C� moi`-+ J PROPO ED SECTION B PR P D TI — — — — — — — — — — — —— — — — — 5 O OSE SEG ON A +.� Q 0 CB Scale:1/4"=1'-0" A Scale:1/4"=1'-O° PROPOSED GARAGE 2nd FLOOR PLAN scale:1/4" p-1 21'-5" PROPOSED DORMER EXTEND EXISTING DORMER 2'1 1'-6" 2-9" 15'-11" EXISTING DORMER 2'-9" 1'-G" INDICATES EXISTING WALLS TO REMAIN ADD TO ADD TO DORMER DORMER = _ _ _ __ _ = INDICATES EXISTING WALLS TO BE REMOVED —AjINDICATES NEW WALLS INDICATES O BE INTERGONNSMOKE CTEDETECTORS, D THROUGHOUT OF WHICH MUST E BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. ,y EXIST EXIST EXIST EXIST �j OINDICATES HARD-WIRED CARBON MONOXIDE Q ., DETECTOR bA - -- - ------- j N 11:117"7 El - 'LI1 11 1 1 111 r---q C) CLOSET El El IQ D EXIST I co I 4 4-3 � YTY MFOIL-I- El 1=1 YY EXI5T 42 4'-7" 0 PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION LINE OF I � o 2 Scale:1/4"=1'-O" DORMER I x .�� ABOVE �° M) oe 2XGRR I p q °o V 12"O.C. ( w v a� p 0010 N @ 24" O.G. WALL I N m o �, EXTEND EXISTING DORMER ZI 2 X G RR X LINE OF P4 `~ ABOVE U UNFINISHED GARAGE I N v 10 _ -t LINE OF OVERHEAD — — — — GARAGE DOOR( /IF) I — J I CONCRETE EXIST _ I 4'1 3'.:2" I LEDGE [i7 I EXISTING STAIR H TOP OF SLAB TO I , TO BE REMOVED LOFT FIN FLOOR � AND REPLACED HEIGHT:106" 24'-8" WITH NEW STAIR 14 STEPRED q� j TREAD:10 ��� �\J1N SO yoj• C ) U RISER:7�/ �� �•F-� y�� V PROPOSED GARAGE FLOOR PLAN 0 � . Scale:1/4"=1'-0" � � ��al,i ►� � 022339 �0 OF N c� DOOR SCHEDULE DOOR DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT U-VAL CLEAR REMARKS QTY DRAWN: JM/MS 3 PROPOSED REAR ELEVATION n LEFT SIDE ELEVATION (To remain unchanged) TAG GLASS OPENING ,, SCALE: AS NOTED Scale:1/4"=1'-O" Scale:114:'="-0" Dl 2'1 X G'-8" INSULATED 57EEL DOOR AT ENTRANCE TO 1 JOB#: ART STUDIO D2 PR 2068 BI-FOLD PAIR OF BI-FOLD DOORS AT NEW CLOSET 1 SHEET NUMBER: D3 2-O"X G'-8" BI-FOLD STANDARD BI-FOLD DOOR AT NEW CLOSET 2 D4 2'-4"X G'-8" STANDARD PANEL DOOR AT BATHROOM 1 REVISIONS: Permit Set 2/9/18 NAILING NOTES Alargedrath ]618 NAILING SCHEDULE (EXPOSURE "B") Relocated Relocated Bat 479—FI-9 Relocated Bath 4/15/19 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL Removed Bath 4/24/19 NUMBER OF NUMBER OF EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAI-ED) 4 -8d 3 - 10d PER RAFTER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST'f0 TOP PLATE (TOE-NAILED) 4 -8d 3 - 10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. CEILING JOIST To PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK RAFTER SLOPE:: 3:12 (HEEL JOINT) 22 -16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. 4:12 17-16d 17- 40d 5:12 14-16d 14 - 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OG SPACING FOR RAFTERS, JOISTS AND STUDS. 7:12 10 -16d 10 - 40d 9:12 AND GREATER 8 -16d 8 - 40d 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER SLOPE:: 3:12 22 -16d 22 - 40d REQUIREMENTS SHALL BE USED. 4:12 17-16d 17- 40d 5:12 14 -16d 14 - 40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT 7:12 10 -16d 10 - 40d REQUIREMENTS SHALL BE USED. -� 9:12 AND GREATER 8 -16d 8 - 40d N ^^ COLLAR TIE TO RAFTER (FACE-NAILED) r— RAFTER SLOPE:: 3:12 7-1od 7- 12d � 0 4:12 6 -10d 6 -12d 5:12 5 -1od 4 - 12d PER TIE U 6:12 AND GREATER 4 -1od 4 - 12d CONTINUOUS RIDGE VENT ct E -8d 2 - 1od EACH END CONTINUOUS RIDGE VENT (8)8d NAILS @ 1"±D.C. O ` BLOCKING TO RAFTER (TOE-NAILED) 2 �., Q SIMPSON CS20 @ 16" O.C. RIDGE TENSION STRAP O RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 -16d EACH END �✓ (8)8d NAILS EA. SIDE �%' SIMPSON C520 @ 16" O.G. +' (6)8d NAILS EACH 51DE SIMPSON C520 RIDGE BEAM (SEE PLAN FOR SIZE) RAFTER(SEE PLAN STRAP @ 16"O.C. WALL FRAMING ROOF RAFTERS(SEE o PLAN FOR SIZE) FOR SIZE) (8)8d NAILS @ 1"±O.C. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 -16d 1 PER FOOT ;..4 N 5IMP50N Lr80 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -16d 5 -16d JOINTS -EACH SIDE EACH SIDE OF RIDGE BEAM (SEE EACH RAFTER PLAN FOR SIZE) Q� STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.C. RIDGE DETAIL AT RIDGE TENSION LOAD PATH / FLOOR CATHEDRAL CEILING STRAP DETAIL FRAMING DETAIL HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES IN ACCORDANCE WITH 3.2.5.1. 2001 WWF •'-'� ALTERNATE IN LIEU OF COLLAR TIES Ct TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 16d 2 -40d PER STUD BOTTOM PLATE: TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 -16d 2- - 16d 1,2 PER FOOT SIMPSON H2 A SIMPSON H210 HANGER @ 16" Y2'0 LAG BOLTS @ 16" O.G. BLOCKING (FACE-NAILED) HURRICANE CLIPS @ 16"O.C. FLOOR FRAMING — JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END y2'PJ LAG BOLTS @ 16" .� ^ � H BLOCKING TO JOIST (TOE-NAILED) 2 -8d 2 - 1od EACH END N Q� SIMPSON H-3 HURRICANE CLIP @ 16" BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4 - 16d EACH BLOCK RIDGE / TOP PLATE AC4 EACH SIDE CONNECTION DETAIL SIMPSON U210 v LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 - 16d EACH JOIST HANGER @ 16" o ♦, PORCH/RAFTER/GIRDER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST CONNECTION DETAIL BAND JOIST TO JOIST(END-NAILED) 3 -16d 4 - 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 - 16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS: PANEL INTERMEDIATE EDGES SUPPORTS CD INTERIOR ZONE 5 8d 10d 4" 6° 4Co PERIMETER EDGE ZONE 5 8d 10d 4„ 4" t� 2 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" O � X o w2x CEILING SHEATHING u � GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE/10" FIELD F, x U WALL SHEATHING N o W STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE EDGES SUPPORTS INTERIOR ZONE 6 8d 10d 6" 12" ■■ 4' EDGE ZONE 6 8d 10d 6" 6" l cn H FIBERBOARD PANELS: u 7/16" 6d 3 - 3" EDGE /6" FIELD U 25/32" 8d 3 - 3" EDGE / 6" FIELD O0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE /10" FIELD 4e PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER H FLOOR SHEATHING STRUCTURAL PANELS: U U) 1" OR LESS 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD fi �� DRAWN: JM/MS 4 4 7� SCALE: AS NOTED N JOB#: 02233 g SHEET NUMBER: OF A-4O