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HomeMy WebLinkAbout38519-Z ,t: Town of Southold Annex 11/3/2014 t, P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37249 Date: 11/3/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 655 Town Harbor Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 63.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/12/2013 pursuant to which Building Permit No. 38519 dated 11/22/2013 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 screened porch addition to an existing one family dwelling as applied for. The certificate is issued to Nancy Butkus (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38519 10/23/2014 PLUMBERS CERTIFICATION DATED 10/30/2014 Joe Whitecavage 4kie A ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT ` TOWN CLERK'S OFFICE r� 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#: 38519 Date: 11/22/2013 Permission is hereby granted to: Bailer, Joan tA+�U S) 655 Town Harbor Ln Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 655 Town Harbor Ln, Southold SCTM #473889 Sec/Block/Lot# 63.4-8 Pursuant to application dated 11/12/2013 and approved by the Building Inspector. To expire on 5/24/2015. Fees: DEMOLITION $169.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $478.00 CO -ADDITION TO DWELLING $50.00 Total: $697.60 i uilding In p for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must befilled 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 ofelecttical 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 frormarchitect 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 lnspector`shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. /�,_)(F f. 12 New Construction: Old or Pre-existing Building: (check one) Location of Property: Ht'M OCR L-X?KBE House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section ' ' Block Lot ` Subdivision :.Filed Map. Lot: Permit No. Date of Permit. Applicant:__ Health Dept.Approval: Underwriters Approval: Planning Board-Approval: . Request for. Temporary:Cerf tate- Final Certificate: (check one) Fee Submitted: i A plicant Signature OF SOUIyQI. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(-town.Southold.ny.us Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nancy Butkus Address: 655 Town Harbor Lane City: Southold St: NY Zip: 11971 Building Permit* 38519 Section: 63 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical License No: 3897-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 44 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 20 Smoke Detectors 5 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust fans, 5-ARC fault circuit breakers Notes: Inspector Signature: Date: Oct 23 2014 81-Cert Electrical Compliance Form.xls Town Hall Annex l Telephone(631)765-1802 54375 Main Road Fax(631).765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 BUILDING DEPARTMENT ��I! OCT TOWN OF SOUTHOLD CERTIFICATION Date: lb .7 o Building Permit No. Owner: (Please print) Plumber: -1 d (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%0. lead. (Plumbers Signature) Sworn to before me this. day ofac *,( 20-4-li_ ROBIN HOLZ Notary Public - State of New York NO. 01H06239198 Oualified in Suffolk ount . My Commission Expires Notary Public, County 3 �`J g SOF SOUIy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ],F06NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A/loC -Y-P�LJ�4 DATE ° INSPECTOR OF SOUry�lo �o • a� (bp) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE v / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I FOUNDATION IST R"GH PLUMBING FONDATION 2ND INSULATION FRAMING /� FINAL FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION i.-�R�ERESISTANT PENETRATION ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) CODE VIOL t,­�AULKIN REMARKS: 7 //5 DATE - INSPECTOR 67 �y�Of SO(/1,y0 ccc���J � � '�� to TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING a REMARKS: Ac: A—*A DATE © Y INSPECTOR rjF SO(/lyo� 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR l� /. _ "� • 1: 1 i `WA - INSULAMON PER N.Y. STATZ ENERGY • 1 ADDMONAL COMIdENTS Ir MVI JWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST tUILDING 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 South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 0 _ -- —'�.�' Single& Separate . Storm-Water Assessment Form Approved 20 ��� �`,± ail to:alk _6117 a Disapproved a/c hone: 6�w • 4_u_ d'l2 Expiration ,20 ilding Insp r APPLICATION FOR BUILDING PERMIT Date A.ZIU l2 , 20 IS INSTRUCTIONS 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 approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (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 Name of owner of premisesQC- (?),)�hU� (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: -Tbw 0 (fit Oe e House Number Street f Hamlet County Tax Map No. 1000 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 P— 6 /I1?4�5Ja'19L b. Intended use and occupancy f26�(����7/9 L 3. Nature of work(check which applicable): New Building Addition Alteration—v/ Repair Removal Demolition Other Work 4. Estimated Cost �5, � Fee 4,000 1 (Description) (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 existinj structures, if any: Front _�+ Rear �¢, + Depth �og. Height rc? Number of Stories 2 Dimensions of same structure with alterations or additions: Front J Rear Depth 9 Height v,9— 8 Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories f 9. Size of lot: Front 2 O Rear /00, Depth 2Z-ig. Q 10. Date of Purchase *'7'2 ^ 2013 Name of Former Owner 11. Zone or use district in which premises are situated r2 `-4-0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES ✓ NO 0*7 S Weil r'"d X *(2 13 14. Names of Owner of pre isesX UC LtZ` dress iO 4/C lODZ� Phone No. � S1.5. 2-92, Name of Architect litA� /tf�U6k/4fAddress Peo Phone No (03l ��"2- d76ZA- Name of Contractor �DQ14 G(J-ew Address Phone No. -lvg�3� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on rvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF k'-- UJ:—�LLJF—tj')04�t( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, c(JNNiE U. BUNCH (S)He is the A c-c la ' Notary Public,State of NewYork No 01 R9`l61 8r05Q (Contractor, Agent, Corporate Officer, etc.) qualified in Suffolk t 1i Y Commission E:.wxire° X. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �" !2'�t day of I-J- M&L4iOCt- 20 Notary Public Signatur of Applicant i ��f Sal Torn Hall Annex 4 Telephone(631)765-1802 54875 Mala Road P.O.Box 1179 maer.riche (� �ny us Southold,NY 119714959 I. BUHDING DEPARTMTIV''I' TOWN OF SOUTHOLD i. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. . 3�� ���.►s Date: 12- Company Name: U,(^jQe - -lei/ "Name: rn License No.: 362 7— /L1 Address: o, )� l l,u I4, Phone No.: 36,-' x/73 f f JOBSITE INFORMATION: (*Indicates required information) *Name: IVG e\L'I k3 *Address: GSS i � Nc.rbnr� 5, t��1/ *Cross Street: *Phone No.: i I Permit No.: Tax-Map District: 1000 Section:y Block: Lot: *BRIEF DESCRIPTION OF WORK(Please(print Clearly) r (Please Clmle All That Apply) *Is job ready for inspection: YES NO. Rough in Final *Do you need a Temp Certificate: YES NO Temp Information(if needed) *Service Size: 1 Phase 3Ph8se 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Ila 8241eguW for Inspection Form pe n I � � C Scott A. Russell d°s '� James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 v' Z p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 46 Fax#: (631)-765-9015 MICHAEL.COLLINS®TOWN.SOUTHOLD.NY.US 11 JAMIE.RICHTEROTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) TO. ENGINEERING DEPARTMENT PLEASE MAX THE FOLLOUAV BOMOM or INMRMATIOA!- FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: /,/&Z/ 12 o 20(3 ❑ Stormwater Management Control Plan APPLICANT: c�U 7"/<' U�5 ❑ Completed Chapter 236 Stormwater S.C.T.M. *: /&7zy- 4 —g Review Checklist PROPERTY ADDRESS: <'�ZJ BRIEF PROJECT DESCRIPTION: �eRV(J r )S ; 12.45iCJCUU?74 L-L77ki vvZJs -r"WuU Oy7"— T 19lL /�L7��7 4�- 1 P--tnLL 1 � Ul p e�-W Tam **** FOR ENGINEERING DEPARTMENT USE ONLY''°'°'°'` Reviewed Br. Date: i aApproved:- Additional pprovedAdditional Information Required: ��. DATE: .t1�112 2�l3 CHAPTER 236 APPLICANT: Stormwater Review Checklist S.C.T.M.#: -V _ g PHYSICAL ADDRESS: r19" LU Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.bounderies b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundpy as re'wired in 236-17 C (2 . d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contouis of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks drainage im rovements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring 77--t/k) l� �—� j. location of proposed soil stockpile area(s) k. location of the proposed eons1ruction entrance/staging areas U` 1. location of the proposed.concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements S �CZI are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(reauiired_for g1m anuroval)provided for: a. erosion and sediment controls b. construction entrance c. inlet-structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 N ' O A ''DAD SURVEY OF YS 2, DESCRIBEV PROPERTY S?ILIA X SOU:rHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. -- a N jF BURNS SURW rrD rOR JOAN SAIER u DEED-262-26' } = 257.9 ' IF clw tli F S aml4• `j r� 1.32.81 r / was• NUTTER t3 OC7' 1999 15.3, BARN SCALE 1 -.V' p .. 2 STORY t AREA- 2489aM 8F %0W FRAME RES , O a-149 ACRES �• 17.8 PAW sib ,,, 3 GUARANTEED TO BAER cr = N jF © i ... NUTTER fVEL1YY NAJ1G14btt nTtf tats c[L row OF Sou7bla,v ASPHALT Q .•. AR WWA Y t4 cm SURiJEYED 8Y CL S 58' 28' 50" W 2&5 9J' cv 1 lv, - sREsrER 1 sr�aNtEr J I, 1C `DV. , ,•i rx *h .l *Un aCU11K wrd aHaretion p: r.saft:a►i - 'ais 1Q Q 901V O :•. .R -:a �, ;,:t� ,�.._, _ . ��, .. --- . NEW X, NY 1 56 y 516-►-T34-� Q� -ru r: !;•> �elwif ra ±•-. wy ttew 1•Ctic ioir £d,rcfl.:a Law. ru bpi" pk -• xs of 1:-- :�• ,:,,•N t$•n e V& sx�fti► r :,� ^.. �ZIDEI1t �r R YQR t..:,htQOS Af� '.i *iitn fllQ iGi•(� 4ryt • .11�.: '!ry ;/"! f17i /+ nny n � 7�.Vik.C�i3� V-.1.iflrfi:.:S nw. }•t cv"IRiefmi! t7 it IfN1 i FLOOR PROTECTION Although temperatures under the stoves are significantly lower than those to the sides,a non-combustible hearth is necessary to protect the floor from radiant heat and from occasional sparks or falling embers. Your hearth should extend a minimum of 12"beyond the back and sides of the stove and 18"beyond the front and,in the case of the Defiant,the loading door end. The minimum hearth protection required for use with our 2q Ga.Sheetmecal stoves using standard legs is two sheets of 1/4" mineral board (or equivalent)approved by your local building inspector.This should then be covered 6 one sheet of 24 gauge galvanized TwoShets - y g g g 1/4"Nan-Combustible Mineral Board sheetmetal, left exposed (FIG. 13). Y4"Plywood The installation of the optional Vermont Castings Bottom Heat Shield will allow you to use any one of the materials listed below to construct a more decorative hearth cover(FIG.14). FIGURE 13 • 1"of stone,slate,tile,concrete,or any combination of Min==Hearth Construction and Materials for use With rhe standard Legs. these materials, mortared. •One layer of common brick, 3 1/2",mortared. • One layer of 1/4" mineral board, or equivalent - covered with any non-combustible material. - A variety of prefabricated hearth pads,listed for use with radiant stoves,can also provide adequate floorprotection if they are the proper size(see Minimum Hearth Pad Dimensions). - J.'—, Often,when installing the Defiant,Vigilant,or Resolute in front of a /4"Non-Combustible Mineral Board low fireplace opening,Vermont Castings'optional Short Legs will be needed.When using short legs,bottom heat shields are needed;two with FIGURE 14 the Defiant and Vigilant,and one with the Resolute and Intrepid(see the Decorative Hearth Coverings for use with Vermont Castings Bottom Heat Shield:Stare, Vermont Castings Catalog).Hearth and floor protection will have to Tile,Brick. be constructed according to the guidelines above,using the following materials: s MWIMUMHFARTffMDIMENS10N, s • 1'/2"of stone,slate,the concrete,or any combination of these. • one layer of common brick,3t/z",mortared. k. V ",yi4g"hep • 1 layer of t/a" mineral board, or equivalent covered by 1" of Resolute �Z'w&) 46"deep 1 the non-combustible materials listed above or by 1 sheet of j ou( 46"wiiix46"deep 28 gauge galvanized sheetmetal. "The hearth,must also enendl and ',die stou"epot,and 2"'to either side of rhe pipe Short legs may be used without the bottom heat shields only if the stove �`�mea� , direcrlg under 8"Qipe mak 6G'12'wide;and under 6' ape r is installed on a concrete or masonry floor that contains no combustible " IO wuje;ezrending.the who&(eRgth o thehar2orir ivn ? =� supports or framing members. Existing fireplace hearths not meeting clearance requirements can be modified by adding a bottom heat shield to the stove,building an additional hearth pad over the fireplace hearth,or extending the hearth. The materials you choose and the design of your floor covering can compliment your installation as well as fulfill safety requirements. The hearth should be durable so it can withstand constant use during each heating season. Construction begins with a rigid foundation that will not flex beneath the stove, such as 3/4" plywood. Next,fasten the non- combustible materials to the foundation and end with the decorative layer on top.You can add a frame to contain all the materials,protect the edges of the hearth, and give a finished appearance to the installation. CHIMNEY CONNECTOR The series of stovepipe sections used to connect the stove to the chimney is called the chimney connector(FIG.15).The primary functions of the chimney connector are to direct the flow of exhaust gases into the chimney flue, and to provide a safe connection between the stove and the chimney. CONSTRUCTION GUIDELINES _ • Stovepipe and chimney thimble diameters must not be less than 8"for the Defiant and Vigilant or 6"for the Resolute and Intrepid. Use 24 gauge or heavier sheetmetal stove- pipe, (do not use galvanized). ` •The chimney connector should be as short and direct as possible. Use of more than two elbows may reduce chimney draft and encourage creosote formation in the flue. • Single wall stovepipe should not be used as a chimney and must never pass through a combustible ceiling. When unavoidable, wall pass-throughs should be designed according to local building codes. Keep in mind that the entire chimney connection must be ex- posed and readily accessible for periodic inspection and cleaning. •Safe clearances must be maintained between the stovepipe and combustible materials. (See Clearance Chart). •Assemble the stovepipe with the crimped end of each section pointing downward or i toward the stove.Secure the first section to the stove flue collar and each joint thereafter FIGURE 15 with 3 sheetmetal screws to prevent separation during use. Clurnney Connector Stovepipe dampers and heat reclaimers are not generally recommended for use with our �h�zon�'or verncai run to ym�ake�er ac= stoves.These devices present an unnecessary restriction within the flue and can promote for inspection. rapid creosote accumulation. -6- t • CLEARANCE TABLES The first line in each chart shows the minimum clearances required if no shielding is used between the stove and stovepipe chimney connector, and nearby combustible materials. To meet a variety of installation needs, reduced clearances were established using stove and stovepipe heat shield, wall shields, or both. Distances given in the top third of each chart consider both stove and stovepipe chimney clearance requirements in most common installations. After planning the position of your stove, you can double-check your chimney connector clearances in the middle section of each chart. Clearances for the Energy Extenders, DEFIAN•L� ..- VIGILAN the Intrepid and the Resolute Mobile Home stoves are different than those listed PROTECTED PROTECTED UNPROTECTED PROTECTED UN below. Please refer to installation guide- lines with each of these four products for WALLS & WALLSI WALLS & WALLSI specific clearance information. MATERIALS & MATERIALS MATERIALS & MATERIALS Sidc I Rear Corner Side Rear lCornerl Side I Rear I Corner Side I Rear Corner STOVE SURFACES NO HEAT Measure from top plate of SHIELDS 36" 36" 36" 14" 18" 18" 36" 36" 36" 14" 10" 14" stove to combustibles - Rear Stove Top Exit Top Exit Top Exit Top Ext 36" 23" lo„ 18" 14" l8" 6„ 10" 36" 25" 0„ 18" 14" In" 6„ 14" O"ZZZZZZ= Heat Shield Rear Exit ear Exit Rear Exit ear Exir Rear& 36" 10" 18,. 14„ 6„ 10„ 36„ 10„ 18„ I4,. 6,. 10" Stovepipe Heat Shields STOVEPIPE CHIMNEY NO CONNECTOR HEAT 22" 10" 22" 7" Measure from nearest, i,' SHIELDS point on chimney STOVEPIPE connector to HEAT combustibles 10" 7" 7" 4" SHIELD FIREPLACE INSTALLATION ' '" Mantel Top Side Mantel Top Side Mantel Top Side Mantel Top Side Measure from stove top Trim Trim Trim Trim Trim Trim Trim Trim to mantel or trim: 36" 36" 18" 18" 18" 12" 36" 36" 18" 18" 18" 12" =RESOLUTE° INTREPIDG UNPROTECTED PROTECTED UNPROTECTED PROTECTED WALLS & WALLSI WALLS & WALLSI MATERIALS & MATERIALS MATERIALS & MATERIALS Side I Rear Corner Side5T,,�,Exi, Corner Side Rear Corner Side Rear Corner STOVE SURFACES NO HEAT Measure from top plate of SHIELDS 24" 30" 30" 8" 12" 24" 30" 20" 12" 16" 10" stove to combustibles Tap Exit Too Exit Top Ext•Rear Stove 24'° 25"l�„ 18„ 8„ 12" Z4" 30"l3„ 20 I2" 16" 9.,Heat ShieldcatEx¢ RearxRear Exit ear Exit Rear& Stovepipe � 24" 10" 12" 8" 6" 6"' 24" 13" 12" 12" 9>, 10" Heat Shields STOVEPIPE CHIMNEY NO CONNECTOR HEAT 23" 8" 25" 11" Measure from nearest SHIELDS point on chimney STOVEPIPE connector to HEAT2 2 combustibles SHIELD 8" 4" 91, 4" FIREPLACE INSTALLATION Mantel Top Side Mantel Top Side Mantel Top Side Mantel Top Side Measure from stDve top Trim Trim Trim Trim Trim Trim Trim Trim to mantel or trim. ---- 36" 36" 18" 18" 18" 8" 30" 24" 15" 14" 14" 10" I Protected Wall: l '4••cementboard,trdllboard,or non-combustible mineral board spaced one inch from 2 Stovepipe heat shields may be used to reduce clearances behind the Intrepid when constructed combustible wall on non-combustible spacers or equivalent protection approved by local according to the guidelines on page 7 under Connection to Prefabricated Chimneys. building code officials.Walls are considered combustible if any part of the wall will bum.Non- combustible materials glued to sheetrock or plaster over wood framing are not adequate protection. ,7, k-j • N 4"411V "?0/4D �Y SURVLr4F S 2 j Q£SCRi5ED PRYUFERTY S1 WA JLC Sou:Worn TOWN SOUTHOLD SUFFOLK COUNTY; MY -- � N�F BURNS SURVEYED FOR JOAN SAIER DEED-26226' ) 257..77' I-M tA71p-063-OI-03 58 r �- 4g• 2 � ` � 2 4p E of rr (A NIP 4 2 N 5 1,32.8! FRAW :a� v: J rApjQE , �` r of, HU TIER t 6.3' SA�y �i W swyry p 13 OcTosm 1999 Sir," t Q30' 2 STDRY ARM- 2489-130 5F �*Vf-V FRAME RES. r Q 0.549�MES C-Q PAWQ RZ : C-Q N GUARANTEED TO Alter RA/ER HUTTER FfiX lY AfAnaVAL ARF WS M AS?VM FZVERAL SA WNGS C) rapt or souvi= ASFKr1L T p LOWWAY ak C. $ 58' 28' 50" W SURVEYED BY J.26Jr.9 J' � in NIF BRES TER STANLEY ISKOEN. ,P- Gerr tcr. .h3�r. n7wncrrt�c. td a t ,t: e.- �•' P.a 84.Y ,04 • .. .ti- -1.� ,,,e�, ;Ycr �f'c _= ' arc= .. ..:- NEW SF�FF , NY ti95S T -rc: C-- i:-w Lm-+ ,If to n. VW l-.ow Yee atr £d.rccFr n Eaer., 516-r734. 01 r T-cmR WY4S SGa 1s pjrv*Y .6-7.h f110 lcr�1 4ry8 fc L.ltt: 'fy teas rra -._� *�.:.: :,, c t� ,'V1`S 1C.. C _ Q.f' 9l�'1y3 u 7�:�.fi.CC J1 if'a:if A-:-;b rc .• *) n0` �= C:1Ei:[+'�+! '? 'al• a: +l:y:� 1fW }/ yyyyyy 7 • � �:Ji�':I arl1 L • �i. • Generated by REScheck-Web Software Compliance Certificate Project THE BUTKUS RESIDENCE Energy Code: 2010 New York Energy Conservation I I Location: Suffolk County, New York Construction Type: Single-family _ Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 15% Climate Zone: 4 (5750 HDD) Permit Date: 11/22/2013 Permit Number: 38519 Construction Site: Owner/Agent: Designer/Contractor: 655 TOWN HARBOR LANE NANCY BUTKUS FRANK UELLENDAHL SOUTHOLD,New York 11971 OWNER ARCHITECT �Compliance: Passes using UA trade-off Compliance: 1.7%Better Than Code Maximum UA: 355 Your UA: 349 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 GrossArea Glazing • . or Door UA Perimeter U-Factor Ceiling: Flat or Scissor Truss 908 0.0 30.0 0.031 28 Ceiling:Cathedral 238 19.0 0.0 0.052 12 Wall:Wood Frame, 16in,D.C. 708 19.0 0.0 0.060 32 Window:Wood Frame,2 Pane w/Low-E 38 0.310 12 Window:Wood Frame,2 Pane w/Low-E 81 0.310 25 Door:Glass 64 0.320 20 Wall:Wood Frame, 161n.D.C. 1,519 13.0 0.0 0.082 109 Door:Solid 34 0.270 9 Window:Wood Frame,2 Pane w/Low-E 149 0.310 46 Window:Wood Frame,2 Pane w/Low-E 11 0.290 3 Floor:All-Wood joist/Truss Over Uncond.Space 1,118 19.0 0.0 0.047 53 Compliance Statement: The proposed building design describedi !!tent with the building plans,specifications,and other calculations submitted with the permit application.The proposed d been designed to meet the 2010 New York Energy Conservation Construction Code require �rs.AEScheck VerSi o comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title " 'ft ,. Date / � � i, ,ti Si ur Project Title:THE BUTKUS Report date: 11/01/14 X021 ' ��e CREScheck Software Version 5.5.0 �(J Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not O demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3)1 demonstrates energy code 1, compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. Btu/hr Btu/hr ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE BUTKUS RESIDENCE Report date: 11/01/14 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies EF01112 protection. []Does Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE BUTKUS RESIDENCE Report date: 11/01/14 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not (,, AAMA/WDMA/CSA 101/I.S.2/A440 V or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR161F sealed at housing/interior finish ❑Does Not 0 and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. ❑Not Observable []Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not O building cavities used as return ducts are sealed. []Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 14' ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR1712 above 105 OF or chilled fluids []Does Not below 55 4F are insulated to R-3. []Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18)2 pipes are insulated to R-2. []Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR1912 installed 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 BUTKUS RESIDENCE Report date: 11/01/14 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or OComplies (IN1312 installed R-values provided. ❑Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE BUTKUS RESIDENCE Report date: 11/01/14 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50= ACH 50= ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [F117]1 of&lt;7 ACH at 50 Pa.This y� requirement may instead be met ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI411 construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or 12 cfm across systems. For ❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [F19]2 installed on forced air furnaces. ❑Does Not ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat Installed ❑Complies [FI10]2 on heat pumps. ❑Does Not 10 []Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11F systems have automatic or ❑Does Not accessible manual controls. []Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE BUTKUS RESIDENCE Report date: 11/01/14 l • . A/ 2010 New York i Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating Window 0.31 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. APPROVED AS NOTED it z//3 ALL CODES OF DATE: B.P.#��� r NEW YOR K ST/ & TOWN CODES FEE:±� ��': 1 AS REQUIRED A 0Ns-&F- NOTIFY BUILD!NG D- $PARTMENT AT SQT , 755-1802 8 AM TC 4 F'i'A FOR THE FOLLOWING INSPECTIONS: SfL,1';Q�wNP�jNNING BOARD I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FR' ,MING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE r--OR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR REQUIREMENTS OF THE CODES OF NEW , YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT cERnFICATE OF OCCUPANCY SLECTFOCAL R ED CRITERIA:DESIGN 1 GROUND , ,,, LIVING AREAS ! 1 1 • SLEEPING AREA - 1 ' WIND SPEED 1 MPH SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY ''lllllllll llllllllllllllllllllllllllllllllllllllllllllll' Illllll 11/11111.11111.11111.11111.111.1.11111.11111.11111.11111.111111 DECAY - ICE SHIELD UNDERLAYMENT1 1 YES .,_. - nnli � mm�ltnnu � ntnnl luniiiiili �� iiii'itiiiiilriiiilliiiiiliiiiiliiii"iiiiiliiu'i''iiiiiliiiiiu"iiiiuiiii iiiiiliiiiiu"ilii Intl 1 1 - untnnlrinn ISI uutnn rou'rnn lel Irnnlrnn'rnnlunntnuluullrnu1u1111rn11111lnitunum nnnnrnnum nnu inuunulrnn Innen -- oil -- .11 M nnitnulnunrnnitnn,rnnitnu,rnultlun■nn■n unrnnll Ill 1 ACCORDANCE 1' uul ��� tuuunn'm - ;rnult untnu'tl . nnauntnnunulrnuunnuuultnultnuwunrlunrnun Inntnmmuu .. II/ni ISI U wulnmul■ ��� ntnullulnnitnull u uuntlun/luntlun■nliiol nulmmmultnnluumm�i - nun/unuun � 11 111 CONSTRUCTION n1r1 ullmuulnn l�I annul mnl/nn ■Illn/IIIII/IIIIIrllln/11111t11111/IIIIIm111/11111/IIIIItn111/III 11/11111/IIIII/Ilf , , ' I1111L....�....._...._....rIIIIUIIIIItl111 111111/IIt1It1111ItIIlntIII1I/111nrnn1n111■I1II1t111/1/IIIII/tlllltlllnt1111■11111/11111tIII1I/IIIIltI1111t1I IIIi/IIIIItl111111 1' ! 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'••nmmtn•-'-'•••'_...n/nultmntnlnuumnln/nr--- 1 ' 111■II II/IIIII/11111r11111/Ili I IInm11117LIEW-1-1 IIIn1111mn1 • II/In11nt11111 • 1111/IIIIIt :Intlulululun--.-"----unto uum lel mmnunnlmultn 1 nuunnnulmnulm uun/nultun uuntnnr lnntunlmnu ■ Holt It11111 `—� IIIII/IIIIIt11111/IIIIIII �Iml n — I!IItnlntlnntllu1u11tuu tlunrlu ■1wnln/IIwun/nnu I_I 11-1111 ntnnumnt ■ ■ ntnlntn ntlummmm�l I ulife unn lulntmntlul _____ ------ uulnmim uult/u1/uuI■ u1n/1umm�llnl/nuunul uwnuunnl unnln11 alt hill u - un/nn/ n'mn■umm�ulPROPOSED 11 1 PRODUCTS, Itun1 nultnuunuunnul mnmuuumm�un mnlltnultll Inunwu mu1/nul/w11i ■ nun _ 1 MIN uunmulmnlunn ■ i 11/11n1n lunuunnit ■ ■ r1/un,tnnl/ ■ ■ 1ltnultll 11mn1/nultau�nnu1 ' 1' 1 I 1 iiiiri123 CENTRAL AVENUE i �iiliuiiiiiiiu niuliill iiililililiuuil ilnir'iliF iiliiii iu niu ■nn1nu11/nuunnmuuunntnnunnlrnulrnnlrnuunnitluntnnunumm�un mnlnunuun/nnl/nal/nwmnlrlun/wnrnnunu■uuunnunnlmnunm/nmrnn■nnl/nnunnunn ululnnnmuunnumn/nw - P.O.BOX 316 PLANS - GLASS 111/Ipn/IIIWIIOImInmint11111m111/11111/I1111r11111r111/1t11nIt11111/1111 I/11111/IIIIIn 11/Ii111tlllll/IIIII/11111t111W11111/IIIIIt1111I/IIIII/IIp1/IIIIIm111/IIIII/11111/IInIm111t11111r11111/IIIII/III/I/11111/II 11/IIIIImInt11111m111/11111/Ilt 1 BE LOW-Eunrunirnnlrnnlrauuun'rmn■mntuuunnlrnnunnunnwuarn:ntnlnnunl unmmmnlnuntnnlnuntnaunnnnnunn■nn■nnlmnwunrnuunnunm/nnunnuununnunnu nunultnnunuluumm�mlGREENPORT, NY 1944 • uulunnunnunnlrnuunnl/nultnnumlunn■nuluuntnmm�mm�unnmu nuumm�unnl/nnunulunntnuunultnn■ununuunnl/len/unlmn■nulrmn/nnumlunn■nlr��nunnunnlnunnnnrnnu -4778624 1 : 1 ( 1 1 11 wwlun■muarnuiruuulnnmuunumwuuuiruuuuuiruuiruunuuurwar�=�nnullnirnuinwuuuirnu ruuunuumurfuarin.ufuaranulu.lrunirnuulmuluaruuwwuu—m.uuuum■Iru.nm.urnui WINDOWTEL: 631 '1 COLOR: STONE Mark Size Description Quantity 655 TOWN HARBOR LN SOUTHOLD, NY 11971 ,: EXISTING ENTRY 111' TO REMAIN T -2926 1 11 1• 1 1' 1.:-4 GLIDING PATIO 111• ADH2048 DOUBLE—HUNG �I�11 ADH2450 11 BR2, STUDY, , ; i •'i iiDOUBLE—HUNG1 1 168L GLIDING PATIO:6: 1'11 DOOR,111' •�1...1nuiliiiiiniin �' '�i w� 1111■ r11111/11111 LI/IIIII/11111/11111/ Fill 11 Ill 11/IIIIIn ,•_ �1�, , • �tllll Itl�lll�l�ll �I111�I111�1�1 111111 ��-�--����� !II Iltflnl�---� - +� � ��� 'YY�t ■ t 1 Ii�11111/IIIII/IIIII/11111/IIIII/IIIII ��Iliml/I/1111 1 Ilr ��1��11��1 ���I — N,Irs DEBRIS ■ ■■ -.dll,���� lllll���� ��������� pn■iuu■irnuunn�ruuuuuuw uuiruuu1111111t116_,..._...._.1—.._.�..—....JJI1111/IIn�� ����I������������������ 111110UIIn1O1110111111111111i1tt11nn11gllllll111111111111111"�jljjjjj,�11111��ni�Illil�Inailinu�111i��i lnii�_ — lilillll ......il............ % 1 ti1nm111■IIInt11111/11111 II/11111 ��PREi1111t11 111tI1W/11111/nnitll 7 % II IIIIIIn1111/11111tlllll/111 Intlll ., •, Illlnt Ill MIN CUT 111 ' 111 1 . 1 /1111 _ tlllnmin/11111/1111 % 1 II/Itn111■Illn/IIIIIt11I11 /Illn mwn nitnnl/lununnrn i - unnrnnl/nnitnulrw - u1tn1 I I I I 1 11 I I II II 11 SPACING: 1 "PROVIDED TO COVERTHE molt unrnn'rnnitn,l1/ I /1 II/1 n/I 1r 1 nt " 11 1 BE 11/111111 ON ul I■■Iul 1 1• 1 •'1.1 1 11 I__( jtl11r1111t1111/IIIItlini.nnuu IIUIIIII/1111■Illnm ', �� II 111111/Ilnlnllll/IIIII/nl In/111 uun■ unrnnllnm/tum men 11/111/IL.......... IIIt1111I/IIIII/IIIIItlllntlll/1/11111tllnit 111/Illlltlllllt11111/11111/11111/IIIII/11111/11111tlllllt11111/11111/Illlltlllll/1111IFIF umm�uunmunmultluntnnlnua - — GENERAL NOTES 1. ALL WORK IIIII/11111/11111/11111/11111rI1111t11111MI1111t11111/11111■111/1t11111/11111t11111t11 uulumwnnlnnntnluminnunnnnminrmnminnnnmimm�'t � �'I�Irl�l�l��unulnn�gnuunuun== .. ACCORDANCE AND EQUIPMENT SHALL BE IN WITHTHENEWYORK STATE UNIFORM BUILDINGCODE ANDTHE1' ■ ■ ■ ■ • ■ ■ • ■■ - CONSERVATION 11 t 1AUTHORITIES, 1 .1 ■' 11 1 1 11 ' 11 ■ I 2. ALL LUMBER SHALL BE1 MIS LARCH STRUCTURAL ''1E STAMPED DOUGLAS FIR- I 1' BETTER. ' !' ' 1 TITLE SHEE 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND N'Ijl 1 1 1 • ' 1 1 INSURANCE1 I _ Design 1 1111,119011111&101 '1' 11 GeneralI 4. 11 NOT BACKFILL AGAINST FOUNDATION DWG. NAME FLOORUNTIL SYSTEM INSTALLATIONCOMPLETE. 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO -CFACILITATE ONSTRUCTION t SHALL NOTz DWG, NO CONSTRUED AS A CONTRACTBUILDER 1 OWNER. PROPOSED PROPOSED DORMER ADDITION AREA SU ALTERATIONS LOT AREA ca. F = 100.00% ® EXISTING STRUCTURES---------] EXIST'G DWELLING = ca, 1,123 SF EXIST'G ENCLOSED PATIO = ca. 232 SF EXISTING STRUCTURES EXIST'G FRAME SHED = Co. 363 SF x EXIST'G FRAME BARN = ca. 414 SF STANLEY ISAKSEN, JR. TOTAL BLDG. COVERAGE = ca. 2,123 SF = 8.88% DATED: OCTOBER 13, 1999 BUTKUS MAX. BLDG. COVERAGE = ca. 4,778 SF = 20.00% RESIDENCE W E SOUTHOLD 257.97 655 TOWN HARBOR LN N � _ CoC�2 ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 FRAME SHED GRTENY 11944 TEL:L: 631 631-477 8624 r= w OWNER J 17.8 NANCY K \ 655 TOWNHARBORLN FRAME BARN SOUTHOLD, NY 11971 O 4 BpiTEL: 347-515-2926 �' � cl-_ v� � Q � a q PROPOSED 185 SF z SCREENED—IN PORCH �O REMOVE EXT'G GLASS �. • ENCLOSED 232 SF PATIO ( Ol w N i{ n `� PROPOSED 2ND FLOOR DECORATIVE DORMER 1 � Z 40 FRONT YARD1 r , CZ) I 5 c� W o U C r"l N No 265.91' DATE: 11/12/2013 �CALE, 1 16" = V-0' W SCALE: 1/16' =1'-0' 3 PROPOSED SITE PLAN _ SITE PLAN O N SCTM# = 1000-63-04-08 DWG. NAME TOWN OF SOUTHOLD s A-2 SUFFOLK COUNTY, NEW YORK e a DWG. NO PROPOSED m ALTERATIONS w 51'-5 1/2" o U x w 8 HALLWAY BUMS Nil �NDENCE ^ z � BEDROOM 2 BEDROOM 1 o SOUTHOLD U 0 BATH 0 CLOSET m � 655 TOWN HARBOR LN z STUDY ARCHITECT . ° FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 = GREENPORT, NY 11944 TEL: 631-477 8624 OWNER o NANCY BUTKUS w 655 TOWN HARBOR LN 13'-4" 4 1,�2" 7'-0 1/2" 4 1 f 2" 7'-10 1/2" 4 X1,/2" 4'-2" 4 1�2" 16'-8 1/2" SOUTHOLD, NY 11971 3 TEL: 347-515-2926 AS-BUILT 1 a 2ND FLOOR PLAN U SCALE: 3/16" = 1'-0" F yip ------------- r OO I 1 �, / , / 00 I PANTRY i I KITCHEN MUDROOM II � s LIVING ROOM I W o I ) DINING ROOM II BATH M 1 '-0 1/4" 9- DATE: 11/12/2013 W SCALE: 3/16" = 1'-0" a AS-BUILT II II Y 20'-2 t/2" II 149'-4 "1/2 1,-8" 1ST FLOOR PLAN 2ND FLOOR PLAN i t I I I I I o AS-BUILT DWG. NAME GLASS I FNCLOSED I PATIO I 1 ST FLOOR PLAN o g A-3 I I I I I I SCALE: 3/16" = 1'-0" ® DWG. NO 16'-3" PROPOSED ALTERATIONS 0 CLOSET HALLWAY I w W V C Bums co O2 I I I FULL >z— � RESIDENCE CD BEDROOM SOUTHOLD IBAITH CLG. HGT: 8-0CLG. L Tom m \ I� I �I � / � I I I � 655 TOWN HARBOR LN I XIS _ STUDY I W.I.CLOSET I — — — — — — — — 9 _ — — — — — 2X8 R.R. 0 16" 0C. o I I I > L L- ARCHITECT EGRESS \ (2)1.75"X5.5" LVL HEADER FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 a sF❑ F❑ FRI 0 0 [E] Al]O GREENPORT, NY 11944 5'-0" 3'-8" 1/2" TEL: 631-477 8624 W -1 L Z H OWNER 11'-0" 9'-41/2" 41 7'-101/2" 41 2" 7'-101/2" 2'-0" 4 10'-71/2" NANCY BUTKUS 51'-5 1/2" 655 TOWN HARBOR LN NY 11971 20'-2 1/2" 49'-4 1/2" STE: 347-5 52926 2ND FLOOR PLAN SCALE: 3/16" = 1'-0" '4 1 E , \ EXT'G WINDOW EXT'G WINDOW \ TO REMAIN TO REMAIN W 0 00 W ' e UP DN TO MENT O O PANTRY D (� "A (2)1.75"X11-7/8" LVL GIRDER — — Z II REF. s o SUPPORT COLUMN IN BASEMENT CLOSET o I " � � LIVING ROOM i " KITCHEN / DINING MUDROOM less ❑ s W CATHEDRAL CEILING 11 -11 CLG. HGT: 9'-5" II FOYERII N V ❑ i l NII I_ Q 6'-3" 3'-1" i 8'-0" I "' I � o a �- — — — — — — — — — — n n BATH [] I N © (2)1.75 X9.5 LVL HEADER / EXT'G HEADER TO REMAIN o BRICK STOOP © o _ — —a — — — — — E❑2'-6 1/2• DATE: 11/12/2013 SCALE: 3/16' = 1'-0" 17'-0" 4'-0 " 6'-8 E> PROPOSED ❑ ❑ ❑ ❑ ; A A A A 8"DIA CONC, FOOTINGS 6� 1ST FLOOR PLAN " M n BEAM p " o 0 2 1.75 X5.5 TRT'D LVL B LEGEND - 5-6 2 1.75"X5.5" LVL PERIMETER BEAM NN 2ND FLOOR PLAN 6 DECK JOISTS ® 16 O.C. _ DWG. NAME ® EXT'G CONCRETE WALL SCREENED—IN PORCH ® NEW CONCRETE WALL — — — — ST FLOOR PLAN 6� A-4 /\. — 3'-D" 11" n 1 n ®� DWG NO WALL TO BE REMOVED SCALE: 3/16 = 1 -0 0 2'-0 6'- " 6'-6" ....21-0" N • 1 PORCH ASPHALT ROOFING ROLL 1 1 1'' 11' • ' 1 . O.C. • 1 POST 1 �RRI1 - ANE CLIP EA. 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Inn■nun u i'I� n■nu:�■� ••�• rnul■all LN (IIIIIII'�����Illln.._ - � �'�'�`� nun �:� :�: n■nnl■a` _ ,• FRANKnumnn�� n■m■un _ UELLENDAHL lu"i' I�I�' � 11■lul II■III/I, 111■x111■� '. ' /11111■In11■1111 3 ENT AL AV NU IIm111 Iminl 11111■111111 IIIm11111■i 11■II II■11111■11111■I _ P.O.BOX 316 uun■I Inn■a 1 , 1 1 uumnu nun■nllu u11■I n1■am■ann ■x1111 1111/I■ � II■Inn■11 II■Irin■1111 IIr1111 Ilnl■11111■1111GREENPORT, NY 11944 11■1111 II■111111 1 • i' 111■a111■� 111■Iu11■u ■all ■a111■al/1■al 624 IIMIII 111■all .; ,. 11 : III/I■III/II VIII■11111■I 11■II II■11111■11111■I IInmI illma � nllmllll Illln■Inn! '1111■I 111■11111■Ilnll ■111111 Illlm 1 1 1 1 11 iloll loll OWNER II■IIt1 II■x1111 1 1 In11■111111 Ir111■III/I■I 11■II 11■11111■Ir111■I u/I■Iu ul ul a■wl 1x111■an nun■nnn n/111■I In■an1■nnnNANCY BUTKUS nnmL..,..... _....,.....,_....,_....,_....._....,_....,_....,_....,.nul■11 lumm�r n■an1■aa nnp um■mn■an - TOWN HARBOR ■11!11■x111■In11■Inn■11111■InmIIIm11111■Ir111■11111■11111■11111■Inn■Ilnl■ nIC"""' •• `Irl/I■11111■111 m111m11111■IIIm111/I■111/1■11111■Inn■11111■lun■In/1■Iu1I In/1■al/I■1u11 , u■ ■11111■IIt11■ISOUTHOLD, u11■ant■anunnlnun■nm■anI■nm■mn■nul■nn1■au1■nn1■an1■nu —_I 1•••. TEL: 347-515-2926 1 I/�tl • 1 1. Ills I ■■ 1 °�i �� miuinil�i il�u i i i i iii iu Im1■ „ „ ■nm■al/ ■■ ■■ ■nuI■anwnman ■■ uu11■an ■am n■lumlu manl■nnl■a111ur ■■ ■■ I■aulnu ul ul ■■ Omni 11■III. ■■ ■■ IImIn11■11 1111■Ir11I■IInI■Inml 1IMINI■II _ - rini �� iir iliii iIN aul■ur/1■lomalnl nllnum L� ■Inmanl■anl■nn ulnm.■i■.■dl■11111■111 u 11■IIt11■11111■111/I■II ■■ ■■ ■■ I■11111■111 ..d�II��fI'III�III�I I I I■I■I■I■I 11■11111■11111�11111�11111■111/I■111/1■II 1111■11111■111/I■11111■I 11■11111■II _ n1■nw■'•.. � 11uu1�N��lln■luni Im■nnlr I I �IIIIIIIIhllllllllllll Inmlm,_....,_....,.....,_....,_....,caul■an _ nnnr �nnmm�ul■nn1■n � � n nun■un1■an1■nu1■ar 111■nr num! unnunnun■nnw � � 11■anl■anulull■nn1■n ■■ u/I■n 11nun1 uonnumau■ann % ■■ j 1 in■ant■m11■am■lum mut■ I I M m■nll I■unl■nul■nm■Inl � % i nn■lun■aul■nul■lun Ilnun - uma 11■nm■mm�umlr / numnnuanunnl■ar n1■nn urnl■I u1I■Irin■m/1■m11■I j % ° II■mn■1u11nu11nun■li un■n - 1 I 11■Inm 11n11■aul■an1■ann 1n■nu 1■uulumuam■Irn / / 11 nl■Iml■nnmullnum rlulu , j u11■an1■nul■nnI■am 11■nm _ Inl■a. !11■Inn■111/I■11111■a � � t IIIIml1111■11111■111/I■III 111■III! 111111■I 1111■111/I■111/I■111/I■I 1 II■11111■11111■11111■11111■li■n■■.■i■i1111■11 PROPOSE 1 u■nnu umm�nl■aln■Ilnu j / 1n■anl■anl■nlminn■anI■lun■aul■ Im1111i■um■nni■nm■nm�nui■nnlnun■nm■nnl■11111■111/I■111/I■all 1 rIn■IIt11■11111■II1m11111■11111■Ilnl■In11 _ 1 nnuun■ant■unululunul■amnun■nu1■nnmun■atmmn■III _ I■I■I■� n lumlml■In11■almmn■anm� unmanl■almInn■au1■am■anl■anluun■au1■nnl■au■mnuun■I , �imu�Inminunm�mg�� n�am�in.���rui�irm�irui�aui�munuu�m■i�am�mn��rui�aui��um�� -- _ 1 . 1 W PROPOSED 0 ALTERATIONS < 24 ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE X W HURRICANE ALTERNATE POSITION OF TYPICAL. W HURRICANE CLIP N DORMER RAFTER TO TOP PLATE N 5-8d COMMON NAILS Ts !�}} i (TOENAILED) REQUIRED IN EACH �LSiVEi icc RAFTER AND TOP PLATE DOUBLE TOP _ SOUTHOLD PLATE 655 TOWN HARBOR LN 1-1/4" 20 GAGE STRAP PROVIDE 8d COMMON 0 JACK POST HURRICANE CLIP NAILS ® 4" O.C. AT w/ 5 - 8d NAILS. = SIMPSON H2A EXTERIOR EDGE OF ALL EACH END - TYPo RAFTER TO STUD. SHEATHING. ARCHITECT TYPICAL ALL RAFTERS FRANK UELLENDAHL 5 - 8d NAILS EACH END OF 1-1/4" 20 GAGE STRAP o 123 CENTROLBOXE316 1-1/ - 20 GAGE STRAP W/ GREENPORT, NY 11944 5 - 8d NAILS 0448" O.C. TEL: 631-477 8624 EXISTING APA RATED PLYWOOD 1-1/4" 20 GAGE STRAP W/ EACH END - TYP. 2ND FLOOR TO EXTEND TO 5 - 8d NAILS E EACH 1S .FL. TOP OF TOP PLATE STUD - EACH END - TYP. � OWNER ( MAX. 48" O.C, ) 2 x 6 ® 16" O.C. STUDS NANCY BUTKUS 655 TOWN HARBOR LN SOUTHOLD, NY 11971 FLOOR JOIST TEL: 347-515-2926 Y PLYWOOD SHEATHING TO OVERLAP BO PBOOM BEAM INSTALL SIMPSON U F C ij HTT16 TENSION TIES p C', AT JACK STUDS OF GLIDING DOOR OPENINGS + � DOOR OPENINGS EXISTING 15 o 1 ST FLOOR FLOOR JOISTW - d / ° a d e G ° EXISTING ° d BASEMENT / / ° ° dla' DATE 11/12/2013 SCALE: N.T.S. CRITICAL PATH CONNECTORS o� a cL DWG, NAME SECTION ELEVATION § A-6 ®:o DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCMPROPOSED W ALTERATIONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING 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 late (Toe-nailer n/ per joist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra11ter (Fa e-nailed) ri a each lap Ceiling Joist Laps ov r Partitions (cFace-nailed) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Facnaleded) n/a per tie �, Blocking to Rafter ( -nailed 2 - 8d each end BUMVS EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter7End-naied) 2 - t6d each end 1 RESIDENCE PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot S 0 U T H 0 L D 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at JntersectionFace—nailed) 4 — 16d joints—each side WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Stud to Stud (Face—nailed 2 — 16d 24 o.c. 655 TOWN HARBOR LN TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Header to Header (Face—nailed) 16d 16 o.c. along edges MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud = 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 123RANKUCENTRAL AVENUE @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - t6d per foot o CIRCULATION IN ROOFS. P.O.BOX 316FLOOR FRAMING GREENPORT, NY 11944 TEL: 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate orirder (Toe—nailed) 4 — 8d per joist stairs etc. ) OR AS NOTED ON DRAWINGS. Bndoing to foist Toe-nailed 2 - 8d each end OWNER Blocking to Joist (Toe—nailed 2 - 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blockin to Sill or Top Plate ( Toe-nailed) 3 - 16d each block NANCY BUTKUS Ledger trip to Beam (Face-nailed 3 - 16d each joist J 655 TOWN HARBOR LN PARTITIONS OR AS NOTED ON DRAWINGS. Joists on Ledger to eam (Toe-naied) 3 — 8d per joist SOUTHOLD, NY 11971 Band Joist to Joist End-nailed) 3 - 16d per joist 3 TEL: 347-515-2926 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHING R c Structural Panels 8d 4" o.c.,perimeter zone 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 p.c. edges of c<` BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12 o.c. interior SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. of panel Diagonal Boar] Sheathing , ALL EXTERIOR NAILS SHALL BE GALVANIZED. g 1; x 6 „or 1 x 8 2 - 8d per support ' 1 x 10 or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. c EiLING sHEATHiNG INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels Sd 6" edge / 12" field Fiberboard Panels 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE " s AND STUD WITH GALVANIZED HURRICANE TYPE 21 /5 / 32' 6d 3 edge / 6" field 2" 8d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR o �_ TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Gypsum Wallboard 5d 7" edge / 10" field CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum 8d 6" edge / 12" field CONNECTIONS. Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1„ x 6",or 1" x 8" 2 — 8d per support o 3 - 8d r support � PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND pport HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLooR sHEATH.Nc DATE: 11/12/2013 AS PER MANUFACTURERS RECOMMENDATIONS. WEBrV STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels W�, SCALE: N.T.S. 1" or less 8d 6" edge 1 " field 3� BEARING POINTS AT A MINIMUM. " • g / Nailing Schedule HANDLING, STORAGE, AND ERECTION OF greater than 1 10d 6 edge / 6 field � 9 COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal"Board Sheathing " = Framing Notes 1, x 1 ,or 1 x 8 2 — 8d per support RECOMMENDATIONS. s 10 or wider 3 - Sd per support �E DWG. NAME 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathing is nailed BY FostenMoster @ 16 O.C. 3 on-center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall A-7 be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. ® DWG. NO When wall sheathinQct is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 1bd nail per foot. 16' 16'