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HomeMy WebLinkAbout43469-Z gUFFat, cOGy Town of Southold 9/4/2020 P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41408 Date: 9/4/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 720 Silver Colt Rd., Cutchogue SCTM#: 473889 See/Block/Lot: 95.4-18.35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2019 pursuant to which Building Permit No. 43469 dated 2/13/2019 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: alterations and additions, including decks, to an existing one family dwelling as applied for. The certificate is issued to Roseto,Joseph&Cindy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43469 7/29/2020 PLUMBERS CERTIFICATION DATED 2/27/2020 u Bugdin 0 oriz0 ignature �goFFot,��, TOWN OF SOUTHOLD jo yGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� 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#: 43469 Date: 2/13/2019 Permission is hereby granted to: Roseto, Joseph 720 Silver Colt Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 720 Silver Colt Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 95.4-18.35 Pursuant to application dated 1/25/2019 and approved by the Building Inspector. To expire on 8/14/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $905.60 CO -ADDITION TO DWELLING $50.00 Total: $955.60 it nspector 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: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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 te. d f /2CJl New Construction: Old or Pre-existing Building: {- (check one) J ,` J Location of Property: �: � � ��V� COCA 7—U � ue I N T House No. Street Hamlet Owner or Owners of Property: A-De `� c &)Q-1 S � Suffolk County Tax Map No 1000,Section Block Lot 2J Subdivision (/f Filed Map. Lot: Permit No. I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ��'� Applic Signature ®��oF so��y®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c sean.devlin(a)-town.southold.n us Southold,NY 11971-0959 • a0 y• ®l�c®UNV I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Joseph Roseto Address: 720 Silver Colt Rd city Cutchogue st: NY zip: 11935 Building Permit#: 4-6140 Section: q6 Block, H Lot: I g B5- WAS SWAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226ME SITE DETAILS Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceding Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches $ LED Strip 48' Exit Fixtures Pump Other Equipment. Notes: Relocation of Meter and Renovation/Addition of Fireplace Room/ Bath/ Hall Inspector Signature: ct— Date: July 29, 2020 S.Devlin-Cert Electrical Compliance Form As e SU�pyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �OUNv% - BUILDING DEPARTMENT 1 TOWN OF SOUTHOLD D LS�u� l i a, Aub 2 7 2020 CERTIFICATION_ _ _ BU T,WTri DE",, Date: 2 J, �y Building Permit No. 1 J 6 � Owner:-q 05A L1 e3 4-" (Please print) RLB Plumbing and Heating Inc Plumber: a _ = P.O.Box 294 (1,leaQ print) Mattituck;NY 11952 4EMb 631.953.5499 NW I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers lgnature) Sworn to before me this Q--1 day of R1cxc LCA;, 202�_ 'i._ MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK f U4��� � � SUFFOLK COUNTY -- LIC.#01 DE6349898 COMM.EXP._I LL3k 1202-0 Notary Public, County, I i I SOUTy hod o� # TOWN OF SOUTHOLD BUILDING DEPT. courm, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &V46 i 6A61 W(%' f- h) Ivor �ncy,4 W , v v Vv DATE INSPECTOR log; Ll ( �pF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. °ycouffm 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) [ ] CODE VIOLATION, 44A* [ ] CAULKING REMARKS: C3 fr .� DAT _ � INSPECTOR # # TOWN OF SOUTHOLD BUILDING ,DEPT. �o • �o `ycourm��'' 765-1802 7ROUGH I.ON. FOUNDATION1ST [ 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: Vvo4?X,�6q 1 DATE INSPECTOR 3 '9 zOF SOUTH o� o # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ '] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-=SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Q REMARKS: 6/-T U I i DATE INSPECTOR 1 OF 50GTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1 ST [ -] ROUGH PLBG. [ J] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL IQv [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: & .CPAX- "t*l aDvvl < ha th ��v DATE O INSPECTOR*V l OE SOUTyolo # * TOWN OF SOUTH LD BUILDING O U NG DEPT. 765'5`1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE�SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [1pf LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a A0 7 G 0A L- GU l P7l-- A. i�eG° L � ;T o om DATE Z- U INSPECTOR r-- LA q,4 1, :r. rloxinos 3o NIM01 NHWINVdHQ JNI(Illns 6960-I L6I I kN`ploglno 6LII xoS'O'd Z096-S9L(I£9) xed PROM MEW 9L£tg Z08I-99L(I£9)auogdola,I, xauuV lluH umo1, nos as F v r � d NI 611 kN`ploglnoS L11 Xog'O'd og u'PW SL£bS auud IIPH umOL so�Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O IL Mom N OF SOUTHOLD S V�� i Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport; NY 11944 is 631.477.8624 e: franWrankuellendahl:corn July 27, 2019 Submitted to: Building Inspector's Office Town of Southold Project: Addition and Alterations for the Roseto Residence at 720 Silver Colt Road in Cutchogue Owners: Joe and Cindy Roseto ® s Permit # 43469 FOUNDATION INSPECTION I hereby certify = to the best of my professional knowledge = that in regards to the above referenced building permit the foundation of the addition including the bituminous dampproofing up to grade were installed in accordance with the architect's design and specifications. During the construction phase the owners decided to add another 5 feet to the length of the great room. The amended foundation plan, floor plan and east elevation are attached with this letter: This change does not have any effect on front or side yard setbacks. After my inspection I gave the contractor permission to backfill and continue with framing. 4nkUelle(nhl, RA 1 I JUL 3 0 2019 L7J :an 7DE7.� Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 27, 2020 Submitted to: Building Inspector's Office Town of Southold Project: Addition and Alterations to the Roseto Residence at 720 Silver Colt Road in Cutchogue Owners:Joe and Cindy Roseto W]K,-4 0"A 0,"k Permit#43469 PLUMBING INSPECTION Due to the current wait time for inspections the owner of the above referenced project asked me to conduct an inspection for the completed ROUGH PLUMBING work at the jobsite in order to obtain the certificate of occupancy. I hereby certify-to the best of my professional knowledge-that all plumbing work was installed in accordance with the architect's specifications and the NYS and local codes. a Sih rUtz F nk Uel ndahl, RA B D. O�N Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com October 11,2019 OiCT 1 2019 Submitted to: Building Inspector's Office Town of Southold TIO alt r�,$3qF Sr(YU71191B) Project: Addition and Alterations to the Roseto Residence at 720 Silver Colt Road in Cutchogue Owners:Joe and Cindy Roseto Permit ##43469 INSULATION INSPECTION Due to the current longer wait time for inspections the owner and general contractor of the above referenced project asked me to conduct the insulation inspection in order to continue with sheetrock work. I hereby certify-to the best of my professional knowledge-that all insulation in cathedral ceilings (R-38), 2x6 walls(R-21)and in the floor systems(R-30, better than the required R-19)were installed in accordance with the architect's design and the NYS Energy Code Compliance Report. After my inspection I gave the contractor permission to continue with sheetrock. Sir�Oe ���RsoARcti � d 1 s Fra hl, RA Ar it . 011 • • • • • FOUNDATION (IST _ - PIN�!w ROUGH FRAMINGPLUMBING , L-' ENERGYA. INSULATION PER N.Y-. STATE .D 07i" - ,-�.. MAMFT TIM .�r ''� �•' MAMWO MR,NEW ���� `� ,�i h►11� 0�1 VM M-., �fll.`� r• `� �- / i � S ri I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TO"HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1502 Planning Board approval , FAX: (631)765-9502 41Survey S®utholdtowuny.gov PERMIT NO. Check Septic Form N.Y.&D.E.C. Trustees C.O.'Application Flood Permit Examined I� 20 \d/.� Single&Separate Truss Identification Form Storm-Water Assessment Form JAN 2 5 2019 ' Contact: Approved 20 �ai, rY� Mail to:' T111<�ld,�C� 1i1(;{LG/L�N�✓d�U Disapproved a/c 1 � D 'O ®wN®�so ��l - 4"n- 6 Phone Expiration 20' C) &5( 1'/� J0-00-'IN .'t Bu ector --APPLICATION FOR-BUILDING PERNUT Date 1�1�l'�" 21J� ,20119 'INSTRUCTIONS a.This application MUST be completely filled-in by'typewrit&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 comtinenced-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, - £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""interim,the Building-Inspector may authorize,-in writing,the extension`of the pdrmit'for an' addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY-MADE to'the-Buildhig Deparrtment 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. 3 s . (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer, general contractor, electrician,plumber or builder d ' Name of owner of premises Ayc L�cc­ (As on the;tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) _ Builders License No. Plumbers License No. Electricians License No: Other Trade's License No. 1. Location of land on which proposed work will be done: G� /Z_ r�Y-y House Number Street Hamlet _ County Tax Map No.-4000 ' Section _ Block. Lot, �✓ Subdivision : ` Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed;construction`: . a. Existing use and occupancy b. Intended use and occupancy �JL (�Ca lac(LY 12 ✓C:t7 y 3. Nature of work(check which'applicable):New Building Addition i/ Alteration L.,// Repair Removal` '' Demolition Other Work (Description) 4. Estimated Cost _ - 2�✓ �� C r'i e ( 0,, r Gumber id on filing this application) 5. If dwelling,number of dwelling units of dwelling um each floor If garage, number of cars 6. If business,commercial.or mixed'occupancy, specify nature.andgmtent of each type of)use. T 7. Dimensions of existing structures,if any:Front �_ L. S Depth Height - �2 ,A ` Number of Stories 2. Dimensions of samel structure with alteration_s or additions: Front 2 a 7 Rear 2, Depth Height i,-Number of Stories 8. Dimensions of entire new construction:Front F 1 Y -_� .�Rea_r I . =� Depth Height INurnber of Stories «e � 9. Size of lot:-Front- ' ,O Rear 2� Depth g 10.Date of Purchase,, • " Name of Former Owner 11.Zone or use,district in which premises,are situated 12.Does proposed construction viol to any zoning'law;ordinance or•=regulation?YES) ': ' NO, ' 13. Will lot be re-graded?YES NO Will excess'fill be'removed fro rmp"remises?'YES Y AO' ' lUJ , �"� Address.• 14.Names of Owner.of pre ises '2 20 �l l UQe'(�c.'t Phone No: 3t O-AW- U94t Name of Architect qr116 LjA(&AtZt6 ••AddressPhone No Name,of Contractor - , Address: Pllorie No. 15 a-.1s this.property within,100 feet of-a.tidal wetland,or a.freshwater•wetland? *YES-• r NO, ,. ' * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS•MAYBE` 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 bn property is at 10 feet or below,must provide topographical data o urvey. 18.Are there an =,covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY.'- STATE OF NEW YORK) SS: COUNTY OF being,duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform of 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. 4 _ Sworn to before me dA 5 day o 20 "V V210 A _YL 0 NOTARY PUBLIC,STATE OF N F No Publ Sign re of Applicant.'.-'' 0r}p:01DW63069000UNN 5k QUALIFIED IN SUFFOLK COMMISSION EXPIRES JUNE 30,2 Scott A. Russell ,��°S" '� STO] MWW AT]E]R� SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179' 53095 Main Road-SOUTHOI.D,NEW YORK 11971 �l 'own of Southold CHAPTER 236 - STORAMATER MANAGEMENT WORK SHEET FEB 0 5 RECT ( TO BE COMPLETED BY THE APPLICANT ) DOES 111 PROJECT RWOLVE ANY OF TM FOLLONVINTG: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [2B. Excavation or filling involving more than 200 cubic yards of material 019/ within any parcel or any contiguous area. c. Site preparation on slopes which exceed 10 feet vertical rise to ❑GK100 feet of horizontal distance. 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 watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. N you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply,to your project. H you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cheek List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date �^ District NAME. 95 C4 L-�z5 ot25 l Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact lnformatm t J C�—,P(Z rr.�N®wi Reviewed By: qA0Q1AJ'V'4 — — — — — — — — — — — — — — — /I �T Property Address / Location of Construction Work: — — — — — — — — —e — — — — — — — �-2® �w CCLX- 2 )o Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ^�� , ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) i FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.�: 1000 CHAPTER 236 1 owner,Design 1'tofessional,Agent,Contnmtor,ane:) —oma— a,OM 5V¢ 116.35 Stormwater Management Control Plan CHECK LIST Ir6lL4V u��l/iUl��ll Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. `�P`� Dater The applicant must provide a Complete Explanation and/or Reason for not providing I I -x'— D rL5 ( all Information that has been Required by the following Checkllsti 1. Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: If you need additional room tions, Please Provide additional Paper. a. Location& Description of Property Boundaries 1 --i b. Total'Site Acreage. 12 --Contact c. Existing -Natural &Man Made Features within 500 L.F. Backfill, OR provide of the Site Boundary as required by§236-17021. thdit the dralnage has been In stalled to e VAM d. -Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed Land Disturbance. f. Existing& Pro sed Contours of the Site (Minimum z Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage,improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. p�G kW_ 6 P- OOG 6t57 GZ_ J. Location of proposed Soil Stockpile Area(s). //CJ FlZJA Y k. Location of proposed Construction Entrance/Staging Area(s). *77"1, 1. Location of proposed concrete washout area(s). MEMO m.'Location of all proposed erosion&sediment control measures. Si Sr 2. Stormwater Management Control Plan must include Calculations showing ER that the stormwater improvements are sized to capture,store,and Infiltrate Shall include on-site the run-off from all impervious surfaces generated by a two(21 inch A well maintained constru ,, �; <� :�• rainfall/storm event. -' Wire Backed Silt encing, ,.__ • 3. Details&Sectional Drawings for stormwater practices are'required for approval. geeding,of exposed an oValcilve but, Items requiring details shall include but not be limited to, a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. 6&6:: 11,1T P44 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) P20FO d. Leaching Structures (e. .Infiltration ila - **** FOR ENGINEERING RTMENT USE ONLY**** Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - -- - - - - - - - - - - - - - - - I Stormwater Management Control Plan is Complete. Date: 2 dl i ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector �FFa1'�C o`➢ TOWN OF SOUTHOLD x Town Hall Annex - 54375 Main Road PO' Box 1179 -Southold, New York 11971-095941 _ <� Telephone (631) 765-1802 - FAX (631) 765-9502;;: , roger richertft-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: QG "2G -/ REQUESTED BY: Company Name: P&110 s dr a r�C. Name: ��) 9 n CZ s 9 2__2 G ` No e email: roman cr r4f rYI n:l • C AYY1 -License No.: -- -- - - - - : ,- Address: ------- b 6x �ZS rcen nr f'f 9' ' Phone No.: JOB S(TE.,[NFORMATION: (all Information Required) Name: 190sr4o n vc fl�35 Address: 2 0 Ucr o OU c Cross Street: Phone No.: 13/0 • email; • _ -- Bldg.Permit-#;_ - _ - ' '[000 Section: .5 - - - -Block:. - - -, - - 1.of:C�;-_ Tax Map District: _L WORK Please Print Cl arty) /'S1 r /O°� �CA0V(Jibn BRIEF DE$$��RIPTION OF ( cc riC2,. roc c!' nd rcloc�►�4n 200 /tri► Circle All That Apply'. YES NO Rough In Final Is job ready for-Inspection?: / Do you need a Temp Certificate?: NO issued On D 6- 2G - Temp Information: (Ali information required) - Service Size 3 Ph Size: 49 A #Meters Old Meter# New Service - Fre Reconne69 ct- Flood Reconnect-Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame- Pole Work done on Service? Y- Additional information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form-As PERMIT# Address: m.���.��+. , - .n--n-.-.....--..v +...�.._t`.+ ._ ._... - nr-.c:em.rsAr_..�¢ar_ .o-r-.-v.-..c✓.....��.L.._a.. n- -_ .r .e.r- ncv a u —.rru Outlets - Surface I Sconces °kts Fans I,� Fridge HW l AJ4 ( iiai G►rr meats: ` - OF SOUly®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� lyc®UIVTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 27, 2020 Joseph Roseto ` t 720 Silver Colt Road Cutchogue, New York 11935 NOTE: Certification from architect required for rough plumbing and pressure test. TO WHOM IT MAY—G9 The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. lly\� A fee of$50.00. Final Board of Health survey X Plumbers Solder Certificate or Pex Affidavit �U Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43469-Z additions/alterations to dwelling Mofio.Issg"I o/woN and .Mown A. @me we k1 obw m aid« ��rto I!►.r..Mo►o. SUFFOLK COUNrY DWAR[MM OF tf.ALTH o ��water &W""W vv AF94MAL OF CONST1lUCTIOM My = s to dm ab 0Nn9fp 7 tam. of iti—tM IDA �.�. 93 SO 53 ,e A,- 4. �4 r OWELLING i G 1� vv/Q ICAO + ;VIA, , SUFFOLK COUNTY HEALTH DEPARTMENTSURVEY OF LOT DAT H.fa. REF. 3 SO-5r.3 The sewage dispasa! and water supply facilities \ LOT 35 ter this location have been inspected and%or MAP OF car#iffed by other agencies d found to be 3 "OREGON' Sat ac GON� VIEW ES TA TES FALED AM 4, 1576 PACE NO. 0241 Chia of wastewater Management \ra d0'' A T CUTCHOGUE 1, . LOT C TOWN OF SOUTHOLD wf,i L.�� SUFFOLK COUNTY, N. Y. Ed 1000 — 96 - 04 - 18.35 Q' ."" Scale 1" = 50' Jan. 18, 1990 (` IDWELLINOO� 9 (0WELLINQ TEST HOLE MARCH 0, 1920(reviitr)G?• o •e rare' i Ady 28 1993 LOT 94 ,� 'TEST HOLE SHOWN,rs NOV. , 1993 r tion) ® AS SHOWN ON FILED MAP / Q► ss,�_ w r L OT 3B TOP SO0.0' V GCf. C K ?0.7' to, A� LOAN AAM LTA hi or Ir rNRAVEL OR= 25.00' � �,it p Z,., Q.o '� 0 L i .99.27% ; sT - _ - - + _ _ �a,9 K&E CLAY O CFR i ??*Op• AND 1 I °� P AM CERT~ TO r ti If GRAVEL FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 120.10' N 8S' s8' 25" F� w L ROAD AREA - 1.013icres a � �v•' .. 1C. NO. 4800 if for MAP epnrod In �yv"N O ! a�ioL.b Iiw 1'or�t�dht�o land PEA RO P C IOWELL/NGI �I, �N10 A� MAIN ROAD • ' .` , Q (DWELLING) SOUTHMD, N.Y 111011 `L/-1. ^^ .0&ft /% } LLJ �' DRAINAGE INSPECTIONS REQUIRED AREA SUMMARY � Q ADDITIONS oLQ ~ Contact TOS Engineering at 765-1560 befor, AND LOT AREA = ca.44,126 SF = 100.00% RENOVATION 50 FRONT YARD r; Backfill, OR Provide Engineer's Certification that the drainage has been installed to Cod EXIST'G BLDG. COVERAGE = ca. 1,826 SF = 4.14% EXISTIG DECK COVERAGE = ca. 280 SF 68.5' 7= EROSION & SEDIMENT CONTROLS TOTAL EXIST'G. COVERAGE = ca. 2,106 SF = 4.77% 9 O Shall include but not be limited to: 4 A well maintained Construction Entrance, PROP.D ADDED COVERAGE= ca. 2,007 SF = 4.55% Wire Backed Silt Fencing, stabilization & TOTAL BLDG. COVERAGE = ca. 4,113 SF = 9.32% PROPOSED } Seeding of exposed and/or inactive soil§. a RESIDENCE 298 SF PORCH MAX. BLDG. COVERAGE = ca. 8,825 SF = 20.00% ! � PROPOSED 1ST AND 2ND FLOOR ADDITIONS71 CUT OGUE, NY 720 SIL\UELLE EXIST'G EXISTING STRUCTURES z 0 DECK SURVEY BY PECONIC SURVEYORS, P.C. 123RCBOX DATED; NOVEMBER 12 1993 GREENP , 0 TEL 631-477 8624 Q 5= c� I OWNERS PROPOSED JOE&CINDY ROSErO p 630 SF CUTCHO UE, NY720 SILVER Tt 9935 DRIVEWAY 2ND FLOOR TEL 310-428-1044 W ADDITION Y RYWELL8 RYWELL ��w GRAve dV hese 40Le n - -- BA*,Flu- 'Leh*,SkNo 6Mv6t,As 14 edwor -I PROPOSED � � 500 GAL r o — , 276 SF ��"� �� ~� —�'�'�'-� --- � m- round GAS TANK — — J MUDROOM ��——————_���-.r w g� E����,� PROPOSEDE� SEPARATE POOL ����:~ r r PERMIT APPLICATION o PROPOSED E -: 40x16 POOL EBY POOL CONTRACTOR DECK 560 SF ----- -- r r 1-STY DEN 640 SF s APPROVAL OF STORMWATER MANAGEMENT CONTROL N - In Codem Date: 2 K r 236 I CN Q Approved by: N co -4 N N DATE: 01/25/2019 Z ca z SCALE: 1/16" = 1'4 � DRYWELL CALCULATIONS FOR ROOF RUN-OFF I PROPOSED SITE PLAN � RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITESCALE; 1/16" = 1 -0' m SITE PLAN ROOF AREA = 1,764 SF 100% run—off coefficient = 294 Cu.Ft. ia;N PROPOSED 1) 8' DIA. x 4' DEEP DRYWELL at 169 Cult. (south) SCTM# = 1000-94-04-18.35 NI DWG. NAME PROPOSED 1) 8' DIA. x 3' DEEP DRYWELL at 127 Cu.Ft. north TOWN OF SOUTHOLD A-2 WITH GUTTERLEADERS FOR ROOF RUN—OFF TYP SUFFOLK COUNTY, NEW YORK U Dwc. NO l; 7 9 t Generated by REScheck-Web Software Compliance Certificate Project THE ROSETO RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type. Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 720 SILVER COLT ROAD JOE&CINDY ROSETO FRANK UELLENDAHL CUTCHOGUE, NY 11935 OWNERS ARCHITECT Compliance: 8.5%Better Than Code Maximum UA: 363 Your UA: 332 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gro:ss Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 1,466 38.0 0.0 0.027 40 Wall:Wood Frame, 16"o.c. 2,046 21.0 0.0 0.057 90 Door:Glass Door(over 50%glazing) 42 0.320 13 SHGC:0.22 Door: Glass Door(over 50%glazing) 125 0.290 36 SHGC:0.32 Window:Wood Frame 99 0.270 27 SHGC:0.27 Window:Wood Frame 141 0.290 41 SHGC:0.31 Window:Wood Frame 18 0.330 6 SHGC: 0.19 Window:Wood Frame 35 0.290 10 SHGC:0.27 Floor:All-Wood joist/Truss 1,466 19.0 0.0 0.047 69 Compliance Statement. The proposed building design described . e t with the building plans,specifications,and other calculations submitted with the permit application.The proposed b Id n n designed to meet the 2015 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandato nts listed in the REScheck Inspection Checklist. Name-Title "� Sign D e Q ��^,G,p'r Y A• Project Title:THE ROSE ,�SIG kwfi '' £ /f Report date: 01/24/19 Data filename: `/�� AO 0 r���� -,,-7 Pagel of 9 r • i CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Sedtion Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &'Req.113 103.1, ;Construction drawings and _ ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR111 !energy code compliance for the ❑Not Observable v ;building envelope.Thermal envelope represented on ❑Not Applicable ; ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate `' ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable , J Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. . 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403:7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ,on loads calculated per ACCA Cooling: Cooling: bNot Observable J : �Manual J or other methods Btu/hr Btu/hr ❑Not Applicable , approved by the code official. ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: Page 2 of 9 1 1 Section- # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 #A protective covering is installed to E❑Complies [F011]2 protect exposed exterior insulation :[--]Does Not O ;and extends a minimum of 6 in.below ❑Not Observable {grade. ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls;,❑Complies [FO12]2 iinstalled. ;❑Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: Page 3 of 9 Section Plans Verified Field Verified mplies? Comments/Assumption # Framing/Rough-In Inspection Value Value Cos &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ' 'table for values. average). � � ;❑Does Not ; 402.3.3, ;❑Not Observable402.5 ; [FR211 1 ! :❑ Applicable A licable [FR21 ; ; 0 303.13 ;U-factors of fenestration products $❑Complies [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable :taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's _. ❑Does Not :instructions. []Not Observable ' f IE]Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not ;HAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code 4❑Not Applicable :limits. 3 402.4.5 ;IC-rated recessed lighting fixtures 3❑Complies [FR16]2 !sealed at housing/interior finish ;[]Does Not and labeled to indicate s2.0 JE]Not Observable ' leakage at 75 Pa. ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics []Complies [FR12]1 ;insulated>=R-8 where duct is ❑Does Not V ;>=3 inches in diameter and>_ ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable ;the building insulated>=R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.5 ;Building cavities are not used as #❑Complies [FR1513 ducts or plenums. ❑Does Not �j ❑Not Observable t IE]Not Applicable 403.4 }HVAC piping conveying fluids ; R- ; R- ;❑Complies (FR17]2 above 105°F or chilled fluids ;❑Does Not {'{below 55°F are insulated to>R- ,❑Not Observable 3' ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR24]1 :piping. - ❑Does Not ❑Not Observable j❑Not Applicable ; 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR1812 2:11-3. ;❑Does Not J i ; ;❑Not Observable ❑Not Applicable ; 403.6 ;Automatic or gravity dampers are JOComplies [FR19]2 yinstalled on all outdoor air ❑Does Not intakes and exhausts. (( ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: - Page 4 of 9 303.1 ;AII installed insulation is labeled ]OComplies [IN13]2 or the installed R-values ❑Does Not ;provided. )❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ,❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable ; ❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and - ❑Does Not [IN211 ;in substantial contact with the Uunderside of the subfloor,or floor []Not Observable framing cavity insulation is in ❑Not Applicable ; contact with the top side of ;sheathing,or continuous ;insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least Y2 of the ❑ Wood ;❑ wood ❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass '❑Not Observable [IN311 ;exterior,the exterior insulation ; ; U :requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable ; ; ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: Page 6 of 9 SectionPlans Verified' Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.6 ; [FI1]1 !F-]Not Applicable 303.1.1.1, ;Ceiling insulation installed per I ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every []Not'300 ft2. Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ; ❑Complies [FI22]2 Ansulation include baffle adjacent ` ❑Does Not ;to soffit and eave vents that ; extends over insulation. $❑Not Observable #❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;[]Complies [FI3]1 insulation zR-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ; ;❑Not Applicable 403.3.4 :Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ; ❑Not Observable tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Comphes [F127]1 determine air leakage with ; ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ; :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g.across the system including ;the manufacturer's air handier ;enclosure if installed at time of ;test.Postconstruction test:Total ; ;leakage measured with a ;pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handier leakage designated 1OComplies ; [FI24]1 ;by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Wrogrammable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ;initially set by manufacturer to ❑Not Observable :code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed �❑Complies [FI10]2 ),on heat pumps. J❑Does Not ; I[]Not Observable E]Not Applicable 403.5.1 Circulating service hot water 10Complies ; [F111]2 }systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID ' 403.6.1 'All mechanical ventilation system I ❑Complies ; [F12S]2 ifans not part of tested and listed i ❑Does Not ;HVAC equipment meet efficacy 3 ❑Not Observable ;and air flow limits. i ❑Not Applicable 403.E ;Hot water boilers supplying heat ❑Complies [F126I2 ;through one-or two-pipe heating �❑Does Not {systems have outdoor setback ❑Not Observable bl ; {control to lower boiler water ❑Not Applicable l temperature based on outdoor pp temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [F128]2 !have a circulation pump.The []Does Not ;system return pipe is a dedicated {return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are 5 not present.Controls for circulating hot water system ' ;pumps start the pump with signal ;for hot water demand within the ;occupancy.Controls 'automatically turn off the pump ; 'when water is in circulation loop is at set-point temperature and {no demand for hot water exists. ; 403.5.1.2 ;Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not ,515.Controls automatically adjust the energy input to the ❑Not Observable {heat tracing to maintain the ❑Not Applicable ;desired water temperature in the piping. 403.5.2 );Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not {pump water from a heated water supply pipe back to the heated ;❑Not Observable ; water source through a cold ❑Not Applicable s water supply pipe have a ;demand recirculation water system. Pumps have controls ,,that manage operation of the Pump and limit the temperature {of the water entering the cold {water piping to 1049F. ; 403.5.4 ;Drain water heat recovery units ;❑Complies [F[31]2 {tested in accordance with CSA I❑Does Not #655.1. Potable water-side ;pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable a individual units connected to one or two showers.Potable water- side pressure loss of drain water ;heat recovery units<2 psi for ;individual units connected to ; ;three or more showers. 404.1 ;75%of lamps in permanent J❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. 3 Does not apply to low-voltage ❑Not Observable lighting. I❑Not Applicable ; 404.1.1 ;Fuel gas lighting systems have s❑Complies [FI23I3 no continuous pilot light. ❑Does Not J ❑Not Observable i[INot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Data filename: Page 8 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions' &Req.ID 401.3 Compliance certificate posted. ❑Complies [M]2 ❑Does Not ; []Not Observable 7 I❑Not Applicable 303.3 ,Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating E ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE ROSETO RESIDENCE Report date: 01/24/19 Date filename: Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): I)por RatingU,-Factor SHGC Wjndow 0.29 0.31 Door 0.29 0.32 Heating& .. Heating System• Cooling System: Water Heater: Name: Date: Comments 50' FRONT YARD o ��y b� ® ADDITIONS AREA SUMMARY m AND LOT AREA = ca.44,126 SF = 100.00% o RENOVATION EXIST'G BLDG. COVERAGE = ca. 1,826 SF = 4.14% EXISTIG DECK COVERAGE = ca. 280 SF O TOTAL EXIST'G. COVERAGE = ca. 2,106 SF = 4.77% U Z PROP.D ADDED COVERAGE= ca. 936 SF = 2.12% N TOTAL BLDG. COVERAGE = ca. 3,042 SF = 6.89% RE ENCS MAX. BLDG. COVERAGE = ca. 8,825 SF = 20.00% N CUTCHOGUE, Y EXIST'G PROPOSED 1ST FLOOR ADDITION 720 SILVER COLT R DECK ® EXISTING STRUCTURES ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE a SURVEY BY PECONIC SURVEYORS, P.C. P,O.Y 1 316 DATED: NOVEMBER 12 1993 m GREENPORT, NY 11944 o TEL: 631-477 8624 d DRIVEWAY ! ��� ®;��'cg, OWNERS U 44C �'\� JOE & CINDY ROSETO 720 SILVER�� 1 o CUTCHOGUE,COLT T119AD 35 TEL: 310-428-1044 &4;. RYWELL 6'kY DRYWELL OF E\ PROPOSED d N n-g ounc GAS :A:NK L — — J 276 SF N `� MUDROOM PROPOSED SEPARATE POOL PERMIT APPLICATION z PROPOSED 4006 POOL BY POOL CONTRACTOR o 660 SF o � 1-STY DEN 640 SF p N U O CD 0 0 z CN o �2 �2 N N N 4,9 0 0 0 DRYWELL CALCULATIONS FOR ROOF RUN-OFF o PROPOSED SITE PLAN DATE: 01/25/2019 SCALE: 1/16" = 1'-0 RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE " SCALE: 1/16 = 1 -0 Y o ROOF AREA = 836 SF -100% run-off coefficient = 139 Cult. D PROPOSED 16' DIA. x 4'DEEP DRYWELL at 89.3 Cu.Ft, south �? SCTM# = 1000-94-04-18.35 SITE PLAN PROPOSED 1 6 DIA. x 3 DEEP DRYWELL at 67.0 Cult. (north �' �� TOWN OF SOUTHOLD WITH GUTTE LEADERS FOR ROOF RUN-OFF TYP JUL 3 0 2019 SUFFOLK COUNTY, NEW YORK A-2 DWG. NO I- - -_ ADDITIONS �I m AND - /` �' l', "°�l RENOVATION FIJ �- f v Ul I ` 0 21'-51/2" 12'-7" 20'-0" JUL 3 0 2019It Z ❑ 58'-0" f - - - - - �— - - - - -®— -- -- -- -- --� -- -- ®- - - - - - - - - 4sd RESIDENCE w w I — — — — — - - — — - - — — — — — — — — — — I � CUTCHOGUE, NY 720 SILVER COLT RD. 'F- DROP -w- - - �. o — � � w ARCHITECT — — — — — FOUNDATION WALL 14"IN o FRANK UELLENDAHL N I N I I o 123 CENTRAL AVENUE 'IJ x ; x s P.O.BOX 316 16x8 VENT' TYP, Lj ISI N m GREENPORT, NY 11944 i I I b o TEL: 631-477 8624 2X10 C.J. @ 16" O.C. OWNERS WITH BRIDGING rl r JOE & CINDY ROSETO II 720 SILVER COLT ROAD EXISTING NEW L�—1 I I _ ILz: — -," z CUTCHOGUE, NY 11935 TEL' 310- 28-1044 BASEMENT o CRAWL SPACE L• J 2X10 c.J. @ ls" o. . L J z I %�''.- I FRED qq 2 CONC. SLAB a 18 CONC. SLAB 3 C14ON 6 MIL POLY VAP. BARRIER o ; WITH BRIDGING o w/ (5)#4 REBARS ''- I \5� W U��L iA ON COMP. GRAVEL G-� I ar., C X Z I M Ei Y .�• �. I. •�. •�. � � I I• I r I � 000 J ; 2X10 C.J. @ 16„ O.C. I'� I I 0 1 „ f LE WITH BRIDGING ; _j2X10 C.J. @ 16„ 0. . 2X10 C.J. 16” O.C. WITH IDGING CRAWL SPACE FOUNDATION Cn j 4 NEW 16x8 VENT, TYP.3 4” SUBFLOOR NAILED AND GLUED 2X10 FLOOR JOISTS II ' U z oZ @ 16" O.C. 5 — — — — —� _ rl' ———, „ z " CRAWL SPACE I ,' I R-23 STONE WOOL INSULATION EXISTING — — — ,,�;,, r———J I 2 CONC. SLAB R ii%i.�%ii%i, iii, 2"X6" TREATED SILL GARAGE SLAB ON GRADE ON 6 MIL POLY VAPOR BARRIER s z 2" CONCRETE RAT SLAB ON -� � a � -; I ON COMP. GRAVEL I � N w D O p e � C z 1 p o g 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL N — I L — — — — J — — — — — -� I C a 8" POURED CONCRETE WALL WITH #5 VERTICAL DBL. FRAMING AROUND DECK — — — I — '' '"'"'' ' ''' 9 REBARS @ 24" O.C. — — — — — �;' — — — 0 1'-4" X 8" POURED"CONCRETE FOOTING WITH 8" DIA. POURED CONC. FT'G. — — — -I I i � — — — PROVIDE ca. 30"x30 z N .- W) 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING 2'-6" 6'-2" 3'-t t" OPENING TO ACCESS o o d o 1�2 X12 ANCHOR BOLTS @ 46 O.C. I I EXTENDED CRAWL SPACE "' 2' RIGID FOAM INSULATION ON INTERIOR WALL (optional) I % L -- — — — — — — — — — — — I o BITUMINOUS DAMPPROOFING TO GRADE I — ' — %"%' %' ! ' W DATE: 01/25/2019 SILL SEAL AND COPPER TERMITE SHIELD _ I 3'_p" — — — — — — —, p �' Z SCALE: 3/16" = 1'4 12'-7" I 20'-0" R. PROPOSED FOUNDATION NOTES I FOUNDATION PLAN $1RENGTH = 3000 PSI AT 28 DAY 9TM C-94 I DWG. NAME READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 1 NEW WALL I FOUNDATION PLAN s A-5 UNDISTURBED SOIL. D EXISTING WALL - ®� DWG. NO ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. ___= WALL ABOVE I SCALE: 316" = 1'-0" ® NEW WALLADDITIONS AND ® EXISTING WALLc <f `` ; ' ro RENOVATION REMOVED WALL °�:�...R:r`: •� 20'9 � � B2 CXW13 B2 JUL 3 0 g 0 U 0 NLGD12080-4 �, e r"'u sm D EXT'G WINDOW EXT'G WINDOW . ._ , �� _ ❑ T ATRU d- AW21 � � 1.75"x12' LVL HEADER A � RESIDENCE cFl GFI GFI 2X12 R.R. @ 16 O.C. 2X12 R. . 16 O.C. WINDOW,, GAS C FRI w R-38 BATT INSULATION ' w R-38 BATT LATION 34" I 2 2x12 HEAD E I CUTCHOGUE, NY VENTED HOOD 12868 4x12 COLLAR BEAM LE LIGHT STRIP EA. BEAM w 720 SILVER COLT RD. o — o 't 00 o 3'-5 1/2" _ �✓ I� \ 1 o a ARCHITECT _ _ I DWI " o X J FRANK UELLENDAHL ~ _ 123 CENTRAL AVENUE L — 286s z POWDER RM. o N P.O.BOX 316 e dant pendant 'n i m GREENPORT, NY 11944 P I P I I ¢ m I TEL: 631-477 8624 U I O 00 J� N I REF. N O 4x12 COLLAR BEAM E LIGHT STRIP EA. BEAM w 10x3 ISLAND ;< OWNERS __ , „ r rrN 3 I W JOE & CINDY ROSETO w 2 —Q 6 —6 I c� 720 SILVER COLT ROAD CUTCHOGUE, NY 11935 c i I GREAT ROOM ( TEL: 310-428-1044 KITCHEN ;�, I FOYER IN, o N L �o CLG.HGT.= 8'-0 I CATHEDRAL CLG. I ICATHEDRAL CLG. I N WALL4x12 COLLAR BEAM LE LIGHT STRIP EA. BEAM / OVEN Co JHaWIDE PLANK WD FLO RINGo, , O STAINED °� FLOOR TO CEILING INSTALL TYPE X CABINETS FIRE RATED DRYWALL UP FIRE RATED z AROUND BUMP OUT DOOI �� 2 MUDROOM N 412 COLLAR BEAM D LIGHT STRIP EA. BEAM o co N '" 3 0 0 TILES N 3 2X12 R.R. @ 16" O.C. - 2X12 R.R. @ 16" .C. o ;� wl R-38 BATT INSULATION w R-38 BATT INSU TICDO ,z M - 0 12'-9" W.I.CL. � FS-TDJ 10 Qz cm GARAGE (2) 2x12 HEADE 412 COLLAR BEAM EDI LIGHT STRIP EA. BEAMC.P g m L RXMOVWINDOW THERM❑ S5 N N N N N CDj =PUj 900 o 01/25/2019 2 I � SCALE: 1/4" 0 00 4 COLLAR BEAM LED LIGHT STRIP EA. BEAM N Z Ic I In X r, � S. PARTIAL (3) 2x6 POST o 1ST FLOOR PLAN DWG. NAME t E3 61 CXW155 B 11 PROPOSED 1ST FLOOR PLAN ©jo DWG. NO A-6 B2 CXW 13 62 SCALE: 1/4" = 1'-0" 7-Ig � ^L^f ., 0 ADDITIONS ;f ' �L1�° W AND I RENOVATION JUL 3 0 2019 J � W rl-UH., ]PE TC,D�F-Te e U 1 RESIDENCE . W w 2 CUTCHOGUE, NY PER 720 SILVER COLT RD. r ARCHITECT z 0 J FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 i I o GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS JOE & CINDY ROSETO 720 SILVER COLT ROAD CUTCHOGUE, NY 11935 TEL 310-428-1044 _ a o Qo o � co � R, S E ~S O a U' C C7 U E5 N N 0 N � N N o W DATE: 01/25/2019 11� —_— r- Li = SCALE: 1/4" = 1'-0" I I-. J Y o EAST ELEVATION 33'-0" ADDITION o GREAT ROOM DWG. NAME EAST ELEVATION 9 A-11.2 SCALE: 1/4" = 1'-0" DWG. NO A All exterior lighting APPRO ED AS NOTED - . ' installed, replaced or DATE: B. � repaired shall conform � 3 to Chapter 172 FEE: A�l l) BY: of the Town Code NOTIFY BUILDING DEPAR NAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Blower door FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING and ductwork 3. INSULATION testing required. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Must provide Manuals YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. D, J and S as per NYS Energy Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION' ON LEAD CONTENT BEFOR' AS REQUIRED AND CONDITIONS OF CERTIFICATE OFOCCUPAN... 19MA6BT9WN T--, SOLDER USED IN WATER 1AM Q1 AKIKIRIA mf— D SUPPLY SYSTEM CANNOT SO rrP01 n Z4$1 Tai 1STEES EXCEED 2/10 OF 1% LEAD. AI V� nnn PL.,UMBING ,ALL-PLUMBING WASTE 'ALL-PLUMBING LINES NEED OCCUPANCY OR m;&ING BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY TRUSS PLACARDING REQUIRED DRAINAGE INSPECTIONS ARE REOUIRED Contact TOS Engineering at 765-1560 before ELECTRICAL Backfill,OR Provide Engineer's Certification INSPECTION REQUIRED that the drainage has been installed to Code p0 NOT PROCEED WITH FRAMING'UNTIL SURVEY OF FOUNDATION LOCATION ,HAS BEEN APPROVED. GENERAL NOTES DESIGN CRITERIA: W p ADDITIONS ' W AND RENOVATION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD — 45 PSF. ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS — 40 PSF. fa CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA — 30 PSF. CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED — 130 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY — B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING — SEVERE FROST LINE DEPTH — 36" N 3. LARCH STRUCTURAL GRADE DE#2 OR PED ETTEROUGLAS FIR— DECAY- SLIGHT TO HEAVY RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED — YES W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING: DESIGN IN ACCORDANCE WITH AMERICAN FOREST CUTCHOGUE, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD 720 SILVER COLT RD. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. / ARCHITECT WINDBORNE 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE V z FRANK UELLENDAHL VERIFIED BY CONTRACTOR(S) PRIOR TO START OF DEBRIS PROTECTION SCHEDULE p 123 CENTRAL AVENUE ® ' X316 CONSTRUCTION AND ORDERING OF MATERIALS. THIS m GREENPORT, NYNY 11944 FOUNDATION HAS BEEN DESIGNED FOR A SOIL PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS TEL: 631-477 8624 BEARING CAPACITY OF TWO (2) TSF AND GRADES Of MIN 7/16 INCH ARE TO BE PROVIDED TO COVER _ LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THE GLAZED OPENINGS Of THE PROJECT: � OWNERS THESE CONDITIONS ARE MET. ALL FILL BENEATH FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH EXISTING STREET ELEVATION CONCRETE SLABS TO BE COMPACTED TO 95% 2—INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, JOE & CINDY ROSETO 720 SILVER COLT ROAD RELATIVE DENSITY. o CUTCHOGUE, NY 11935 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE WINDOW SCHEDULE TEL: 310-428-1044 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER �J 3 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. Y MINIMUM OF 2-20 OR AS SHOWN ON DRAWING. GLASS TO BE HIGH PERFORMANCE LOW—E GLASS ki.D q 8. PROVIDE FIRESTOPPING AT ALL LEVEL SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS 0 PENETRATIONS HARDWARE — METRO COLLECTION: ANVERS, SATIN NICKEL FINISH r1 '�' INTERIOR FINISH: WHITE, PRE—FINISHED ® _ 9. PROVIDE FLASHING AT ALL ROOF BREAKS, EXTERIOR COLOR: WHITE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS Mark Size Description Quantity Grl� ' AND DECKS ETC., W 10. DO NOT SCALE DRAWINGS. AQ NLGD16080-4 GLIDING PATIO DOOR — Great Room 1 B1 P4060 STATIONARY PANEL/AWNING 5 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— B2 A41/TRAP D AWNING/TRAPEZOID — Great Room 2 d ENGINEER ARE NOT RESPONSIBLE FOR THE B3 A41/TRAP D AWNING/TRAPEZOID — Great Rm, MBR 4 INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE B4 SPECIAL UNIT PEAK PENTAGON — Yoga Rm 1 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE © AEHID3068 MUDROOM DOORS w/ SIDE LIGHTS 2 - SHALL BE THE RESPONSIBILITY OF THE AESLI1068 _ PROPOSED STREET ELEVATION CONTRACTOR. 7D AW21 AWNING WINDOWS — Powder Rm, 1 DE CX145 CASEMENT — MBR, Yoga, M.Both 3 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FF71 A41 AWNING — Great Room 2 FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND EXISTING 4-BR SINGLE-FAMILY DWELLING TO BE ENLARGED AND PARTIALLY ALTERED: OWNER. DRAWING SCHEDULE N EXISTING KITCHEN TO BE RENOVATED; 13 THIS IN ACCORDANCE C WITH THE TURE SNEW BYORK STATE EEN EDENERGYSMALLEST BR 4 TO BE CONVERTED TO HOME OFFICE; A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES CONSERVATION CODE. o A-2 SITE PLAN NEW MBR SUITE TO BE CONSTRUCTED ABOVE GARAGE; W DATE: 01/25/2019 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-3 EXISTING FLOOR PLANS 1ST FLOOR ADDITIONS INCLUDE MUDROOM WITH LAUNDRY AND HALF BATH SCALE: N.T.S A-4 PROPOSED FULL 1ST FLOOR PLAN CHANGES PRIOR TO AND DURING CONSTRUCTION. AND A NEW GREAT ROOM WITH WOOD BURNING FIREPLACE TITLE SHEET A-5 FOUNDATION PLAN 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-6 PARTIAL IST FLOOR PLAN AND A PROPOSED COVERED PORCH IN FRONT OF THE EXISTING HOUSE �,w GENERAL NOTES DESIGNED AND SPECIFIED BY OTHERS. A-7 2ND FLOOR PLAN DESIGN CRITERIA 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-8 CROSS SECTION A—A — MBR N CROSS SECTION B—B — YOGA ROOM INSURANCE NECESSARY TO PROTECT THE ENGINEER A-10 CROSS SECTION C—C — GREAT ROOM AND OWNER. BUILDING PERMIT APPLICATION DWG. NAME A-1 A-11 CROSS SECTION D—D — MUDROOM 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-12 NORTH & SOUTH ELEVATIONS ©ZJJ DWG. NO UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-13 CONNECTORS, CRITICAL PATH A-14 FRAMING NOTES, FASTENER SCHEDULE _o• ® ADDITIONS 2'-0• AND 9'-3 V2' �'-5• 2'-0• 1a'-D• o RENOVATION VA rA U) = OJ � I z ❑ RESIDENCE BR 2 HALL a BR 1 w t0'-o' 2' o'-a' m CUTCHOGUE, NY 4 720 SILVER COLT RD. z ARCHITECT 0 OPEN TO BELOW o NK UELLENDAHL 123RCENTRAL AVENUE _ s P.O.BOX 316 ATTIC STORAGE m GREENPORT, NY 11944 S-KYLIG ISTKKYUGHT TEL: 631-477 8624 a 1= OWNERS JOE & CINDY ROSEfO J 720 SILVER COLT ROAD CUTCHOGUE, NY 11935 TEL: 310-428-1044 DECK 38'-61/2• 21'-5 1/2• EXISTING �• _ 17'-101/2• 20'-51/2• 2ND FLOOR PLAN r • �� �, p 1 '`{ 7beconve�ed BATH 1 KITCHEN o z 0 tLIVING ROOM o o o to HOME OFFICE r - REF. a W D PANT Y S2 Coz — — q FD'N� Co N O Z u7 = N C O O BR 3 FRONT PARLOR 4 GARAGE W DATE: 01/25/2019 SCALE: 1/8* = 1'-0" UP L J F- — — — — — — — — YF EXISTING FLOOR PLANS EXISTING N 1ST FLOOR PLANDWG. NAME 36-6 1/2- EXISTING FLOOR PLANS �s A-3 - 21'-5 1/2• n rr ©� DWG. NO SCALE: 1/8 = 1r—0 D FE DVI0 ADDITIONS DDRENOVATION FEB - 42019 0 BATHROOM TO BE RENOVATED: a REPLACE FLOOR DECK BUDaG DEPT.UIY, MD. CABINET AND WALL SCONCES, TUB OK TOWN OF SOUTHOLD N 38'-6 1/2" 21'-51/2„ RESIDENCE 11'-4" 7'-11" 17'-10 1/2" 20'-5 1/2" j g" CD CUTCHOGUE, NY 720 SILVER COLT RD. o ARCHITECT 1 >� FRANK UELLENDAHL CD 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL- 631-477 8624 BATH 1 KITCHEN °� B R 4 0 O b '-- - ' OWNERS OLIVING ROOM o JOE & CINDY T ROAD rtlo be converted F 2i 720 SILVER COLT ROAD� CUTCHOGUE, NY 11935 HOME OFFICE 270 SF OAK FLOORING TEL- 310-428-1044 to be replaced with 8"w REF. wood flooring to match "' front parlor EJ o W_ D_ PANTRY M — - - - - II DN 12 Cl- . j BR 3 FRONT PARLOR GARAGE OAK SPINDLES TO BE o an REPLACED WITH SS CABLE SYSTEM AND 4z4 POSTS - o HALF WALLS TO BE R MOVED C, -- 72 SF tiles to be removed N to be replaced with 8 w bamboo flooring to match s front parlor I I o DATE: 01/25/2019 'CiZ SCALE: 1/8" = 1'-0" REMOVE EXT'G WOOD STOVE I I EXISTING 1 ST FLOOR PLAN DWG. NAME 38'-6 17T 21'`5 1/2" o A-3.1 EXISTING e DWG. NO IST FLOOR PLAN 1 ® ADDITIONS ANDW 0 RENOVATION _ ® a N RESIDENCE FE CUTCHOGUE, NY DECK DECK 720 SILVER COLT RD. Z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE 5 P.O.BOX 316 WINDOW SEAT 0 0 I o GREENPORT, NY 11944 W TEL:- 631-477 8624 '-' KITCHEN r O BATH 1 TO BE RENOVATED L I m OWNERS BR 4 P.RM. I JOE & CINDY ROSETO s to be converted L — — I REF. I o 720 SILVER COLT ROAD to HOME 0f C0 I z CUTCHOGUE, NY 11935 TEL: 310-428-1044 FOYER GREAT I ROOM 3 I Y W.O. I `� 4 C�• J EM�fCTO GAME GE I � � o Cr MUDROOM GARAGE (3) 2x6 POST (3) 2x6 POST I ~� � ' BR 3 FRONT PARLOR "' "' "' "' m W.I.CL — 3 0 UP J (3) 1.75'x14'LVL GIRDER o LINE OF 2ND FLOOR ADDITION c c-i (3) 2x6 POST (3) 2x6 POST w ck� o NEW COVERED PORCH o x to CO CO J —.-`V ® '-• .(3)1.75"x12"LVL GIRDER C1' 0 z � �� o DATE: 01/25/2019 SCALE: 1/8" = 1'-0" 3 z DRIVEWAY PROPOSED TOTAL cn 1ST FLOOR PLAN DWG. NAME PROPOSED 1 ST FLOOR PLAN A-4 SCALE: 1/8" = 1'-0" ® DWG. NO w ADDITIONS — — - - - - - - -� m0 AND a RENOVATION cn 0Q El r - - - = J - I 164 RESIDENCE 21'-51/2" r 12'-7" J� 20'-0" � W 58'-0" 1 - 5 - - — — — — — — — — - - - - CUTCHOGUE, NY VIP 720 SILVER COLT RD, DROP - - - -� - - - - - I o ARCHITECT NEW - - - - - - - - FOUNDATION WALL 14" �_ MECH. ROOM ;, FRANK UEHENDAHL �� �� � I o 0 123 CENTRAL AVENUE NEW GAS-FIRED " — — — — — -°O I N N N 5 x x " DIRECT VENTED WATER BOILER P.O.BOX 316 I I I GREENPORT, NY 11944 16x8 VENT, TYP. Li ly �' o `� I I i I TEL: 631-477 8624 2X10 C.J. @ 16" O.C. � 7, I ; ; ( w OWNERS WITH BRIDGING p F_ 7 JOE & CINDY ROSEfD I L_— I. I I c r _ " 0 720 SILVER COLT ROAD EXISTING NEW LL CUTCHOGUE, NY 11935 r—i TEL: 310-428-1044 BASEMENT o CRAWL SPACE E I L J 2X10 C.J. @ 16" O. . L I 2 CONC. SLAB n_0 18" CONC. SLAB 3 N ON 6 MIL POLY VAP. BARRIER I " WITH BRIDGING. �" w/ (5)�4 REBARS % ' ' I -��� �Ap 'C' ON COMP. GRAVEL t I I (mea ;'r'; ! H. I ( 11 0 CD C --T i d m Q '1I I ; =o �i ; - j � N 0 1 -8" 6" � r - 1 p , �T,I J 00 0 2X10 C.J. @ 16" O.C. LL 11--i w WITH BRIDGING -- -Jlj L_ I I � .. 0 1 0¢� —o ��I 2X10 C.J. @ 16 0. . 2X10 C.J. @ 16 O.C. I ! I o d n CRAWL SPACE FOUNDATION lil WITH BRIDGING NEW � o 3/4" SUBFLOOR, NAILED AND GLUED 5., 16x8 VENT, TYP. ISI 2XX10 FLOOR JOISTS @ 16" O.C. n �I•, CRAWL SPACE I '' I _ EXISTING — — — — — I---- 2' CONC. SLAB J77 R-23 STONE WOOL INSULATION ON 6 MIL POLY OR 2X6" TREATED SILL GARAGE SLAB ON GRADE — — - — = DROP I ON COMP. GRAVELI n2 CONCRETE RAT SLAB ON I o 0 0 ' FOUNDATION WALL 14" C 0o cn I r��6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL N I : �- — — — — - - -8" POURED CONCRETE WALL WITH #5 VERTICAL DBL. FRAMING AROUND DECK — — — — '"' ''''' ' '' J cm REBARS@24" O.C. � — - - - - - - - - - - - - - - 1'-4" X 8" POURED"CONCRETE FOOTING WITH 8" DIA. POURED CONC. FT'G. ::� — -� — 3'-11" 3'-0" ,, 3� -° E N 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING — — 1/2"X12" ANCHOR BOLTS @ 46" O.C. t2'-7" 2 RIGID FOAM INSULATION ON INTERIOR WALL (optional) I o E BITUMINOUS DAMPPROOFING TO GRADE 1 DATE: 01/25/2019 SILL SEAL AND COPPER TERMITE SHIELD _ I 3 SCALE: 3/16" = 1'-0' I Y� FOUNDATION NOTES NEW WALL PROPOSED D EXISTING WALL FOUNDATION PLAN $JRENGTH = 3000 PSI AT 28 DAY ASTM C-94 I ===z WALL ABOVE N DWG. NAME READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON I FOUNDATION PLAN C.g A-5 UNDISTURBED SOIL. — DWG. NO ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. I SCALE: 316 = V-0" ® NEW WALL O ADDITIONS AND ® EXISTING WALL o RENOVATION REMOVED WALL B3 TRAPEZOID y 20'-5 1/2" 12'-7 1/4" 20'_p" 0 ❑A NLGD16080-4 � ❑ N EXT'G WINDOW EXT'G WINDOW o `D RESIDENCE AEHID3068-AESLI1068 AW21 (3) 1.75"x12' LVL HEADER W GFI GFI GFI 2X12 R.R. @ 16" O.C. 2X12 R.R. @ 16" O.C. WINDOW SEAT AS o © E0 w R-38 BATT INSULATION I w R-38 BATT INSULATION CUTCHOGUE, NY 34" 0 I 2 2x12 HEAD 4x8 COLLAR BEAM LEDI LIGHT STRIP EA. BEAM 720 SILVER COLT RD. VENTED HOOD I 2868 0 o z c Q n � o ARCHITECT ' FRANK UELLENDAHL Lo c r m � cv o N 3'-5 1 2" o _J o I DWI " o / I _ X s 123 CENTRALBOXE316 _ z I I �I N m GREENPORT, NY 11944 —` — — '— 2868 — POWDER RM. L TEL: 631-471 8624 pe dant I pendant I Q m I 52 _ cn REF. I o � O 4x8 COLLAR BEAM LED I LIGHT STRIP EA. BEAM OWNERS 10'X3' ISLAND `" I x JOE & CINDY ROSEfO 20 SILVER COLT ROAD ig UTCHOGUE, NY 11935 - 2'-D" 6'-6" I I TEL: 310-428-1044 KITCHEN I FOYER DN I GREAT ROOM I - YED CLG.HGT.= 8'-0" I CLG.HGT.= 8'-0" I CATHEDRAL CLG. C14 WALL S D 4x8 COLLAR BEAM LED LIGHT STRIP EA. CD OVEN H2O I 14, a J FLOOR TO CEILING INSTALL TYPE 'X' z I N a 2 rig � CABINETS FIRE RATED DRYWALL UP FIRE RATED o I AROUND BUMP-OUT DOOR 2868 MUDROOM m 4x8 COLLAR BEAM LEDI LIGHT STRIP EA. BEAM X w TILES N 3 � 2X12 R.R. @ 16" O.C. I 2X12 R.R. 0 16" C. C-4 a' - w R-38 BATT INSULATION I w R-38 BATT INSULATION w (3) 2x6 POST (3) 2x6 POST m M Q ❑ _ _— ___ ❑_ ❑_ _ _ 12'-9" W.I.CL. d S D LIBRARY LADDER GARAGE o (2) 2x12 HEAD E — --•_=•1=�-•_=•_ � LOFT (ABOVE N REMOVE © a CLOSET x 3 1.75"x�1.25" LVL HEADER CLOSET (3) 1.75 x14 LVL GIRDER EXT'G WINDOW AEHID3068-AESLI1068 I N � � WRAPPED WITH 5/8" TYPE X DRYWALL @' (3) 2x6 POST cc I N W DATE: 01/25/2019 LINE OF 2ND FLOOR ADDITION _ SCALE 1/4" = 1'-O" ❑ _ _ _�— — X B1 P4060 B1 Y F PROPOSED I w 82 A41/TRAPEZOID B2 PARTIAL ❑ — —L.___ -- — __ o IST FLOOR PLAN (3) 2x6 POST (3) 2x6 POST DWG. NAME 0 A-6 PROPOSED 1 ST FLOOR PLAN ©�l 1. NO SCALE: 1/4" = 1'-0" ELECTRICAL LEGEND ® NEW WALL m O ADDITIONS Qp DUPLEX RECEPTACLE OUTLET S o SMOKE DETECTOR O EXISTING WALL � AND QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR = _ = REMOVED WALL P r RENOVATION 0 owP WATER PROOF RECEPTACLE OUTLET A TELEPHONE FI GROUND FAULT INTERRUPTOR OUTLET® TELEVISION, CABLE �s SURFACE MOUNTED CEILING FIXTURE CEILING FAN SURFACE MOUNTED WALL FIXTURE FLOOR RECEPTACLE OUTLEl U $ SWITCH ❑F EXHAUST FAN $D DIMMER SWITCH LED STRIP LIGHTS N IV 4" ROUND HIGH HAT FIXTURE 5:P, EXTERIOR LIGHT 21'-5 1/2" RESIDENCE DIRECTIONAL HIGH HAT TH, THERMOSTAT/RADIANT HEIT 5'_3" 4 1 2" 14'-10" 63 B3 TRAPEZOID CUTCHOGUE, NY 720 SILVER COLT RD. 61 B1 � ARCHITECT 2068 (3) 2z6 POST FRANK UELLENDAHL (2)�cont.1.75 x11.25 LVL HEADER 0 123 CENTRAL AVENUE 0 o g P.O.BOX 316 O GREENPORT, NY 11944 WI.CL• TEL: 631-477 8624 410 COLLAR BEAM- -'' .LED LIGHT STRIP EA. BEAM OWNERS 6" UST JOE & CINDY ROSEfO 720 SILVER COLT ROAD NY 11935 BR 3 0 _ _ _ I MBR Lo CUTEL• 3110-428 1044 CATHEDRAL W.I.CL. m _ CEILING `� 3 BR 2 SD d oN O nI o Q 'q.9 �f� S D S D CO 2X12 R.R. D.C. 2X12 R.R. @ 16" O.C. ` v� HALLWAY w R-38 BATT INSULATION v I w R-38 BATT INSULATION TEMP'D GLASS PANEL FLOOR TO �EIL�NG 510" cl 3-4 LIN.CL. I 2 2x1j HEADER 2X12 R. . @ 16" O.C. z Z w R-38 BATT INSULATIO OPEN TO LR BELOW M BATH N SE SECTION C-E' ATTIC I I I I W to x z \S OW i I QF CDU OGA RM 2x6 H D R "I CATHEDRAL `� o CEILING zJz E oo X12 R.R. @ 16" O.C. 2X12 R.R. @ 16" O.C. M s CX145 �j U z� 6'-6" a DATE: 01/25/2019 4 PEAK PENTAGON SCALE: 3/16" = t'-o" 3 z Y¢ PROPOSED 12'-0" 4, in 2ND FLOOR PLAN O fn DWG. NAME PROPOSED 2nd FLOOR PLANA-7 SCALE: 3/16 = 1 -0 DWG. NO m O ADDITIONS AND RENOVATION ROOF CONSTRUCTION k u) CONT. RIDGE,VENT E = CONT. RIDGE VENT 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT Q RIDGE STRAPS EACH RAFTER PAIR IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D 0 FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION (2) 1.75"x11.25" LVL RIDGE BEAM SHINGLES TO MATCH EXISTING RESIDENCE POSTED ON END WALLS 5/8 CDX PLYWOOD SHEATHING CATHEDRAL CLG. ONLY W TOTAL SPAN LENGTH: +/— 28' 2x12 ROOF RAFTERS @- 16" O.C. w/ R-38 BATT INSULATIO INSTALLED ON BAFFLES FOR PROPER VENTING CUTCHNY 2x12 ROOF RAFTERS @ 16 0 C. 2" GWB ALL FLAT CEILINGS 720 SILVERER COLT RD. 1 w/ R-38 BATT INSULATION 5/8" GWB ALL CATHEDRAL CEILINGS � ARCHITECT VENTED ROOF OVERHANG � FRANK UELLENDAHL 123 CENTRAL AVENUE WALL CONSTRUCTION g P.O. 316 m GREENPORT, NY Y 1 11944 " TEL: 631-477 8624 1/2" GYPSUM BOARD5.2 2x6 STUD WALL @ 16 O.C. �g OWNERS R-23 STONE WOOL INSULATION J JOE& CIINDYLVER OROSETO 5/8 CDX PLYWOOD SHEATHING z CLI rCHOGUE, NY RDTO 11935 TYVEK HOUSE WRAP OR #30 FELT PAPER TEL- 310-428-1044 5/8" GYP. BD. CEMENT BOARD SIDING (HARDIE—PLANK); COLOR: TBD 3 3/4" PLY, painted 3/2." PLY, painted ALL EXTERIOR TO BE VERSATEX PRODUCTS - - - - - - — - - - - - •� u fit ' ��� cn - - - - - - - - - - � - - - (2) 2x6 TOP PLATE a r � a' HURRICANE CLIPS EACH RAFTER a (2) cont.1.75"x11.25" LVL HEADER 0 0 STRAPPED TO DBL. RAFTER PAIR AT GABLE N;' .T 2 6r N 0 CDCD d z 0 2ND FLOOR o i� oCo °o PROPOSED TEMPRASS TEMPRASS `gCO `D W.I.CLOSETS MBR SUITE FLOOR — 2ND FLOOR EXTENSION C, E 3/4" HARDWOOD FLOOR: 3.5" WHITE OAK, STAINED o 3/4" T&G PLYWOOD SUBFLOOR, NAILED AND GLUED N EXT'G 2x6 F.J. TO BE SISTERED w/ 2x8 F.J. @ 16" O.C. o TO ALIGN w/ EXT'G 2ND FLOOR ' EXT'G 2x6 F.J. TO BE SISTERED w/ 2x8 F.J. @ 16" O.C. R-23 STONE WOOL INSULATION W DATE: 0//25/2019 TO ALIGN w/ EXT'G 2ND FLOOR SCALE: 3/8" = 1'-0° CROSS SECTION 1ST FLOOR SECTION A-A EXISTING o 2ND FLOOR MBR DWG. NAME KITCHEN tF CROSS SECTION A—A 0 o A-8 SCALE: 3/8" = 1'-0' ©� DWG. NO o ADDITIONS AND 0 ra RENOVATION _ 0 U CONT, RIDGE VENT ROOF CONSTRUCTION RIDGE STRAPS EACH RAFTER PAIR 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT = ❑ IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D (2) 1.75"x11.25" LVL RIDGE BEAM FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION 1 RESIDENCE POSTED ON END WALLS SHINGLES TO MATCH EXISTING TOTAL SPAN LENGTH: +/- 28' 5/8" CDX PLYWOOD SHEATHING CUTCHOGUE NY 2x12 ROOF RAFTERS @ 16" 0 C. 2x12 ROOF RAFTERS @ 16 O.C. w/ R-38 BATT INSULATION W 720 SILVER COLT RD. w/ R-38 BATT INSULATION INSTALLED ON BAFFLES FOR PROPER VENTING 1/2" GWB ALL FLAT CEILINGS z ARCHITECT 5/8" GWB ALL CATHEDRAL CEILINGS z FRANK UELLENDML VENTED ROOF OVERHANG 123 CENTRAL AVENUE \ P.O.9OX 316 = GREENPORT, NY 11944 TEL: 631-477 8624 2x6 FALSE RAFTERS WALL CONSTRUCTION @ 16 O.C. 1/2" GYPSUM BOARD OWNERS „ JOE & CINDY ROSE10 2x6 STUD WALL @ 16 O.C. 720 SILVER COLT ROAD R-23 STONE WOOL INSULATION z cuTEL 310 3T 2 11935 L: -428-1044 5/8" G P. BD. \ 1/2" GYP. BD, 5/8" CDX PLYWOOD SHEATHING TYVEK HOUSE WRAP OR #30 FELT PAPER Y ~A � CEMENT BOARD SIDING (HARDIE-PLANK); COLOR: TBD Y -- C ALL EXTERIOR TO BE VERSATEX PRODUCTS ALL 2x4 INTERIOR STUD WALLS @ 16" O.C. n �' with SOUND INSULATION § - FLOOR - 2ND FLOOR EXTENSION C"io 3/4" HARDWOOD FLOOR: 3.5" WHITE OAK, STAINED o � Lo o M o 3/4" T&G PLYWOOD SUBFLOOR, NAILED AND GLUED o CD ro -� INSTALL DOUBLE 2x8 FRAMING UNDER 2ND FLOOR WALLS WHERE REQUIRED TEMP.GLASS R-23 STONE WOOL INSULATION PROPOSED cD UD mrcD E YOGA ROOM HATH `� E MASTER BATHROOM FLOOR TILES INCLUDING SHOWER C,4Wood Baseboard WALL TILES ALL 3 SIDES AROUND SHOWER AND TUB c, C N INSTALL DOUBLE 2x8 FRAMING UNDER 2ND FLOOR WALLS W DATE: 01/25/2019 EXISTING (3) 1.75"x14" LUL GIRDER TO FORTIFY EXISTING FRAMING = SCALE: 3/8° = 1'-0° �z WRAPPED WITH 5V8" TYPE X DRYWALL CROSS SECTION GARAGE GIRDER TO BEITALLED ON (3) 2x6 POSTS IN WALLS SECTION B-B AND STRAPPED TO FOUNDATION WALL o N 2ND FL YOGA RM - — — — — — — — — — — — — — — — — — — — — — — — -T DWG. NAME o f CROSS SECTION B-B g q-g o I DWG. NO SCALE: 3/8" = 1'-0" ®� Q U 0 ADDITIONS ANDW CONT. RIDGE VENT �E RENOVATION RIDGE STRAPS U) EACH RAFTER PAIR ROOF CONSTRUCTION J O (3) 1.75"x16" LVL RIDGE BEAM POSTED ON END WALLS 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT TOTAL SPAN LENGTH: +/- 28' IN 130MPH REGION: 6 NAILS PER SHINGLE REQU D = 0 2x12 ROOF RAFTERS @ 16" 0 C. FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION N w/ R-38 BATT INSULATION SHINGLES TO MATCH EXISTING RESIDENCE 5/8" CDX PLYWOOD SHEATHING 12" 2x12 ROOF RAFTERS @ 16" O.C. w/ R-38 BATT INSULATION CUTCHOGUE, NY an ROOF PITCH, V.I.F. INSTALLED ON BAFFLES FOR PROPER VENTING 9 TO MATCH EXT'G 1/2, GWB ALL FLAT CEILINGS = 720 SILVER COLT RD. 5/8„ GWB ALL CATHEDRAL CEILINGS o VENTED ROOF OVERHANG z ARCHITECT 5/8 GYPSUM BOARD o FRANK UELLENDAHL 412 COLLAR BEAM 123 CENTRAL AVENUE _ P.O.BOX 316 WALL CONSTRUCTION o GRNP ,-NY 471194 TE63178624 1/2” GYPSUM BOARD 2x6 STUD WALL @ 16" O.C. OWNERS R-23 STONE WOOL INSULATION JOE & CINDY ROSEfO 5/8" CDX PLYWOOD SHEATHING720 SILVER COLT ROAD CUTCHOGUE, NY 11935 TYVEK HOUSE WRAP OR X30 FELT PAPER TEL- 310-428-1044 (2) 2x12 HEADER (3) 1.75"x14" cont. HEADER "' (2) 2x12 HEADER CEMENT BOARD SIDING (HARDIE-PLANK); COLOR: TBD ALL EXTERIOR TO BE VERSATEX PRODUCTS Y — ALL 20 INTERIOR STUD WALLS @ 16" O.C. U r44 with SOUND INSULATION i N N FLOOR - GREAT ROOM ADDITION o o 3/4" HARDWOOD FLOOR: 3.5" WHITE OAK, STAINED 3/4 T&G PLYWOOD SUBFLOOR, NAILED AND GLUED w �� RX 23 STONE WOOL INSULATION o o 00 o FOYER I POWDER ROOM BEYOND I E ECD W N v m rn DBL. 2x10 FRAMING AROUND DEPRESSED AREA N �= N 4'-0 1/2" 2x10 FLOOR JOISTS @ 16" O.C. s WITH R-23 STONE WOOL INSULATION 3 2x12 GIRDER W DATE: 01/25/2019 ( ) (3) 2X12 GIRDER o SCALE: 3/8" = 1'-D" STRAPPED SECURELY TO BX16 MASONRY PIER ; ; STRAPPED SECURELY TO 8x16 MASONRY PIER CRAWL SPACE2" RAT SLAB CROSS SECTION SECTION C-C GREAT ROOM 28"x22"x12" n n n DWG. NAME 28 X22 X12 ' ' a POURED CONCRETE FOOTING POURED CONCRETE FOOTING CROSS SECTION C-C CD � A-10 201-0" SCALE: 3/8" = 1'-0" ®�FJ DWG. NO w 0 ADDITIONS AND0 RENOVATION H = 0 � 0 RESIDENCE CUTCHOGUE, NY 720 SILVER COLT RD. Z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE 9 P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 w OWNERS PORCH ROOF CONSTRUCTION PORTICO ROOF / \ JOE & CINDY R11935 720 SILVER COLT ROAD o CUTCHOGUE, NY 11935 30 YR ARCH'L GRADE ASPHALT ROOF SHINGLE / (2) 2x10 RIDGE BEAM TEL: 310-426-1044 \ � � ON 15 LBS BIT. FELT 3 1/2" CDX PLYWOOD SHEATHING 2X6 ROOF RAFTERS @ 16" O.C. RpOF 2X6 CEILING JOISTS @ 16" O.C. PpRCN 1/2" VERSATEX BEAD BOARD SOFFITi�DPR4ELL — — — — — 2x12 R.R. @ 16" O.C. �� / — — _ _ — — R-38 BATT INSULATION — — — — — — — — — — GUTTERS AND LEADERS CONNECTED - — — — - — — — 1— (3) 1.75x14 LVL GIRDER @ GARAGE CEILING a r CONNECTION RAFTER TO (3)1.75"x12" LVL GIRDER r i r COLUMN CAP CCQ66SDS2.5 (or sim.) I I DOOR @ OPENING tp (2) 2x12 H ADER I N TO GARAGE TO KITCHEN / \ / \ � 210 II o II II � N Q U DECKS; cl- MUDROOM 1X6 TIMBERTECH DECKING 2x8 D.J.i@ i 16 O.C. II 2x10 F.J. @ 16" O.C. PROVIDE OPENING _ _— —_— —_— —_— —_— --R-23 STONE WOOL INSULATION TO CRAWL SPACE I o N — — ABU66 STAND-OFF POST BASE OR SIM. I I I o CRAWL SPACE WITH 1/2" DIA. ANCHOR BOLT ,�, I I 2'-6" I o NEW 10" DIA CONC. FOOTING I I L, z w DATE: 01/25/2019 L J L J ON 24n x24n x12n POURED CONCRETE FOOTING 6x6 TRT'D RAILROAD TIE I I 22'-0" I z SCALE: 1/4" = 1'-0° STRAPPED TO I I EAST ELEVATION 8" DIA SONATUBE FT'G. 33'-4" SECTION D—D �� DWG. NAME L - CROSS SECTION D-D o s A-11 SCALE: 1/4" = 1'-0" DWG. NO Q ADDITIONS AND o � RENOVATION (nON V W5 Z O = I� N W RESIDENCE w LE �, CUTCHOGUE, NY o �' 720 SILVER COLT RD. oc Z ARCHITECT - - o - - - — — — — - - — — — — - FRANK UELLENDAHL 0 123 CENTRAL AVENUE Ed km F9 ©� P.O. 316 m GREENPORT, NY Y 11944 -EU ® o TEL: 631-477 8624 o � c� w OWNERS JOE & CINDY ROSETO iL 1 -1 1 720 SILVER COLT ROAD Ll CUTCHOGUE, NY 11935 TEL: 310-428-1044 REAR ELEVATION G D JE 4 14 45, ® P VI 0 I 0 cn o U a d C W a / \ Co C Ll U = m Q � � W N DATE: 01/25.2019 �z SCALE- 1/8" = 1'-O" Q NORTH & SOUTH ELEVATIONS m� DWG. NAME STREET ELEVATION g A-12 DWG. NO QTEMPERED GLASS ®� ADDITIONS CONTINUOUS RIDGE VENT �' o AND RIDGE STRAPS SHALL BE ATTACHED a RENOVATION TO EACH PAIR OF OPPOSING RAFTERS o d u) 24" " O ICE SHIELD_UNDERLAYMENT REQUIRED — 24' FROM EDGE HURRICANE LIP L. ; N i RESIDENCE NWN i W I I CUTCHOGUE, NY RAFTER TO TOP PLATE 720 SILVER COLT RD. SIMPSON H2A HURRICAN HEADFR LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM PROVIDE 8d COMMON FOR 10 FT WALL HEIGHT o ARCHITECT RAFTER TO STUD. — NAILS ® 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL Z FRANK UELLENDAHL 6-8d COMMON NAILS (TOENAILED) REQUIRED o 123 CENTRAL AVENUE 5 — 8d NAILS EACH ENDJ SHEATHING. IN EACH RAFTER AND TOP PLATE S P.O.9OX 316 { GREENPORT, NY 11944 TEL 631-477 8624 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT PLATE. ROOF TO WALL OWNERS FOR 20 FT ROOF SPAN JOE & CINDY ROSETO 1-1/4" 20 GAGE STRAP6-8d COMMON NAILS IN EACH END OF 720 SILVER COLT ROAD W1FL. o CUTCHOGUE, NY 11935 5 — 8d NAILS ® EACH 1S . STUD - EACH END - TYP. 1-1/4 X 20 GAGE STRAP OR HURRICANE CLIP TEL: 310-428-1044 PROPOSED MBR ( MAX. 48" O.C, 3 Y 1a 4 PLYWOOD SHEATHING UPLIFT STRAP CONNECTION REQUIREMENT TO OVERLAP BOX BEAMLL — - WALL TO FOUNDATION .�: ell, TOP + eorroM. • ��, EXISTING GARAGE 42) 1 1/4" WIDE — 20 GAGE FOR 20 FT ROOF SPAN 9 ME AL STRAPS AT DOORS FOR HEADER TO STUD CONNECTION 6-8d „COMMON NAILS IN EACH END OF Y r AND FOUNDATION TO STUD CONNECTION 1-1/4•X 20 GAGE STRAP 1 1/4" WIDE — 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT TAL STRAP MAXIMUM. CONNECTION RESISTING LATERAL & SHEAR LOADS N PROPOSED ACQ SILL PLATE ME TOP OF FOUNDATION 1/2" ANCHOR BOLT ® MAX. 46° O.0 OR ADDITIONS SILL PLATE TO FOUNDATION ANCHOR BOLT s WRAP + NAIL STRAPAA S2 4 — 4d NAILCONNECTION RESISTING UPLIFT S ) _ ROUND SILL PLATE <CD , AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE R.O. FOR 15.8' SLIDING DOOR MAXIMUM ANCHOR BOLT SPACING; 72 INCHES METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS 5 — 8d NAILSELI W N NAIL SHEATHING TO SILL PLAT " 8d NAILS ® 4' O.C. CRAWL SPACE (2) #4 REBARS 2 x 6 ACQ SILL PLATE D D D D. ° D D D . p p "'� DATE: 01/25/2019 ALUMINUM TERMITE FLASHING ° ° u° ° ° D ° ° • ° ° D ° D SCALE: N,T.S 5/8" X 12" A.B. ® 48" OC. D CONNECTORS w/ 3"x3"x3/16" FENDER WASHER. ? D D ° 2" CONC. SLAB ; (max. 12" from end of sill pla es) D° ° ° D • °� ° ° ° CRITICAL PATH 8" P.C.FOUNDATION D p • D b ° ° " ° ° o • , W/ 1'-4" X B" CONT. FTG. DWG.a ° ° ° NAME (3) #4 REBARSSECTION ELEVATION CONNECTIONS 11 A-13 ©� DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH F ' FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m p ADDITIONS w AND 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing a RENOVATION DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING O BETTER. X Rafter to Top Plate (Toe—nailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" _Ceiling Joist to Top date (Toe—nailed n/ per foist Ceiling Joist to Parallel Ra11ter (Face—nailed) n a each to o MIN. THICKNESS OR AS NOTED. 9 ( � P Ceiling Joist Laps oJFoce—noi r Partitions (Face—nai ed) n/a each lapEl 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter ed) n/a per tieEXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( —naile2 — 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (End—nai ed) 2 — 16d each end RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4, ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot CUTCHOGUE NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections (Face—nailed) 4 — 16tl joints—,oach side W TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face—nailed) 2 — 16d " 24 D.C. 720 SILVER COLT RD. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (face—nailed) 16d 16 ox, along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16dper 20 stud z ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud o FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud o 123 CENTRAL AVENUE _ P.O.BOX 316 CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot m GREENPORT, NY 11944 o 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, TEL: 631-477 8624 FLOOR FRAMING stairs etc. ) OR AS NOTED ON DRAWINGS, S2 Joist to Sill Top Plate or irder (Toe—nailed) 4 — 8d per joist OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Br'idging to Joist JToe—noiled 2 — 8d each end JOE & CINDY ROSETO PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—nailed 2 — 8d each end 720 SILVER COLT ROAD Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block o CUTCHOGUE, NY 11935 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face—nailed) 3 — 16d each joist z TEL: 310-428-1044 Joist on Ledger toeam (Toe—nailed) 3 — 8d per joist WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist(End- nailed) 3 — 16d per 1oist "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot Y ED ROOF SHEATHA 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ING � F % BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS ' O SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" D.C.,perimeter zone 1 ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 D.C. edges of `� t panel, 12" o.c, interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of panel P� o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. Diagonal„Boar, Sheohing " W INTERMEDIATE. 1" x 160"oorlwider8 3 — 8d per support 0 A 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING `J "a AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field z 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL, FOR Structural Panels 8d 6" edge 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels 9 / CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field s CONNECTIONS. 25 / 32" 8d 3" edge / 6" field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—]—BEAMS AND LVL G sum Wallboard 5d 7" edge 10" field U PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND Hyp 9 / HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ardboard 8d 6tl edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels 8d 6 edge / 12 field N STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Diagonal Board Sheathing BEARING POINTS AT A MINIMUM. 1;; x 6"„or 1” x 8" 2 — 8d per support HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING - DATE: 01/25/2019 RECOMMENDATIONS, Structural Panels SCALE: N.T.S �o 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less " 8d 6„ Nailing edge / 1�" field Y� NSchedule GALVANIZED MACHINE BOLTS ® 12 D.C.. greater than 1 10d 6 edge / 6 field , 9 Diagonal Board Sheathing o FRAMING NOTES lo o m� �1212° 12' t2° 1" x 10"oorlwide8" 3 — 8d per support N DWG. NAME OR: TRUSSLOK CONNECTORS BY 'FastenMaster' ® 16" O.C. „Nailing requirements are based on wall sheathing nailed 6"on—center at the panel edge. If wall sheathing is nailed o g A-14 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall x be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. �� DWG. NO E When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to ts' 16' be reduced to 1 — 16d nail per foot.