Loading...
HomeMy WebLinkAbout41263-Z Q�Og11FF�t�coG Town of Southold 8/30/2017 3 y P.O.Box 1179 o - y T 53095 Main Rd oy��lao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39184 Date: 8/30/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1790 N Bayview Rd., Southold SCTM#: 473889 See/Block/Lot: 70.-12-38.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/9/2016 pursuant to which Building Permit No. 41263 dated 1/3/2017 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: ADDTIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Kuhl Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41263 08-10-2017 PLUMBERS CERTIFICATION DATED h ed Signature o�gUFFDI,��,o TOWN OF SOUTHOLD a� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 4,1 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#: 41263 Date: 1/3/2017 Permission is hereby granted to: Kuhl Family Trust 69 Pine St Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for per Trustee approval. At premises located at: 1790 N Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 70.-12-38.1 Pursuant to application dated 9/9/2016 and approved by the Building Inspector. To expire on 7/5/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $290.00 CO -ADDITION TO DWELLING $50.00 Total: $340.00 it nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 /Date.�'7 U 016 New Construction: Old or Pre-existing Building: V (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 742 Block 2 Lot Subdivision Filed Map. Lot: Permit Na �j Date of Permit. Applicant: �(��[ udE - f Health Dept.Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: ( heck one) C?6 Fee Submitted:$ p licant Signature ®�*rjf SO!/��Ol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q roger.richerta-town.so Litho Id.ny.us Southold,NY 11971-0959 ®lyC®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kuhl Family Trust Address: 1790 North Bayview Road city,Southold st: New York zip: 11971 Building Permit#: 41263 Section: 70 Block: 12 Lot: 38.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Eastern Electrical Contracting License No: 5089-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan Notes: Inspector Signature: �/�, Date: August 10, 2017 0-Cert Electrical Compliance Form.xls Of SOUIyo�O OOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) " [ ] ELECTRICAL (FINAL) REMARKS: bAnD41notQ� DATE INSPECTOR `v OF SO(/1�� courm TOWN OF SOUTHOLD BUILDING.DEPT. _ 765-1802 INSPECTION - [/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) • V/ Ut/ ? REMARKS. [(Xa6 DATE INSPECTOR W1 �Of SOUIH �o� olo UOUN(1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: DATE YI INSPECTOR 1, l� Y / o��pE SOUIyo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] PF& SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: �I r� DATEINSPECTOR �Av q sooTyO courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) L � REMARKS: 1 �� '[ Q' ✓ - l S � Aft 0[*,\ ✓ DATE INSPECTOR SOUlyo`o C�c ,�p+ o • �o�� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE X61 INSPECTOK t .ION REPORT DATE COMMENTS FOUNDATION(1ST) 1 Vuu �t -------------------------------------- 0-L4—/ ----------------------------------- (9 A o nn FOUNDATION (2ND) LAO p 304too o ROUGH FRAMING& PLUMBING i y S✓ a�/ l� Ire cov&4;14 0 k, INSULATION PER N.Y. '3 STATE ENERGY CODE 1�-- rm -1-„, s I FINAL ADDITIONAL COMMENTS �-� ? � Z rn X .o y Z d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health - SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.131.C. Trustees C.O.Application VVV .Flood Permit Examined '20n Single&Separate Storm-Water Assessment Form �Q7� Contact: Approved ,2011 Mail to: Disapproved a/C__J 01 so0m Phone: Expiration 20 B Mdt g ns e c t o r APPLICATION FOR BUILDING PERMIT Date 59 1-7 , 20 /4�7 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 premises (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: l�2� /U. GAYU185W R-0 � � House Number Street Hamlet ;, , County Tax Map No. 1000 Section �� Block ' f., , Lot n...{' ,' {€��'•} �"jr"s` ...it,t)r ::lis il;k� � 7 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 A 1 OU 7) b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost _ (Description) Q �Q� /° id on filing this application) 5. I_f dwelling, number of dwelling units - umber of dwelling unity ''• each floor If garage, number of cars k: "" t 6. If business, commercial or mixed occupancy, specify . it �tf each type of use. 7. Dimensions of existinp structures, if any: Front ear Depth Height �L Number of Stories r � Dimensions of same structure with alterations or additions. Front Rear Depth '4/1 Height •�?/ ' Number of Stories 8. Dimensions of entire new construction: Front Rear _Depth l Height Number of Stories 9. Size of lot: Front /,2Ie :52 Rear 945- 021 Depth AWE -2a 10. Date of Purchase '3 Name of Former Owner 11. Zone or use district in which premises are situated 12—40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES y"NO 14. Names of Owner of premises JL**U61 Address < . T 7 2 �` X49 Phone No.�'��•-�• �Z`-��'� Name of Architect `�76U L & Address 5V/ hone No Name of Contractor,. dt,&2,Wti Address Rea 1-32 7,Aik Phone No.4�3l-734—'2 s�l3� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V-/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITWAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO '✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFJ�IA`l< / 06146 4 0 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 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 eq 4-e2 day of 20 lk:�, 40-e TRACEY L. DWYER r Notary Pu li NOTARY PUBLIC,STATE OF NEW YORK Signature o Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2—Pffl ���� So�jyO Town Hall Annex John M.Bredemeyer III,President �O lO 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �O Telephone(631) 765-1892 Charles J.SandersycOUN'f`1, O Fax(631) 765-6641 �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8903A Date of Receipt of Application: October 6, 2016 Applicant: Kuhl Family Trust c/o William Kuhl SCTM#: 1000-70-12-38.1 1`7aD Project Location:+729 North Bayview Road, Southod Date of Resolution/Issuance: November 16, 2016 Date of Expiration: November 16, 2018 Reviewed by: Michael J. Domino, Trustee Project Description: To construct a proposed 15'x15' two-story addition onto the landward side of existing two-story dwelling; for the existing 3'x62' wood walk to be removed and replaced with pavers; and for the existing 13.3'x21.6' wood deck with pergola to remain. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frank Uellendahl, dated October 15, 2016 and stamped approved on November 16, 2016. -Special Conditions: None. Inspections: Final Inspection. - :If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a - Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees Michael J.Domino,President � �C �(��,�,� ` Town Hall Annex John M.Bredemeyer III,Vice-President �' 41. 54375 Route 25 P.O.Box 1179 Charles J.Sanders .. Southold,New York 11971 Glenn Goldsmith ' ; ,' Telephone(631)765-1892 A.Nicholas Krupski � C7� , � Fax(631) 765-6641 DD =OAR) OF TOWN TRUSTEES AUG 2 9 2017 TOWN OF SOUTHOLD BUILDING DE'F'T. CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1376C Date: August 8,2017 THIS CERTIFIES that the consii uc6bn of:a pr6posed j 5'k 15' two-story addition onto lliq landward side of existing two-stole dwelling;:[or the existing 3'x62' wood walk to be removed and retilaced with payers;zm for1hec existiii`g_13.2x21.6'•wood,-deck_wiffi pergola,to,rennain: At '1790•Noith 13ayviewRoad,, Southold Suffolk County Tax Map A1000=70=12-3'8:1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 6, 2016 pursuant to which Trustees Administrative Permit 48903A Dated November,16, 201"6,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for•congtru'etiou.6r`a,�prolioscd 15'-,1]S' two�stoiY addition onto the landward side.of' existing two-story.dwelhng. for the existing 3'x62' wood walk to be removed and replaced with payer's;and he tho etistingy• 1'3,.3''k2L6' wood deck with pergola,to rcmtiirr.. The certificate is issued to Kuhl Family Trust c/o William Kuhl,owner of the aforesaid property. Authorized Signature r IFQ Scott A. Russell ,��°s� �N STO]KAM[WA\T]E][�.. SUPERVISOR ( f 1\\I[A\I�A\G]EIS IEl�T SOU"rfiOLD TOWN HALL-P.O.Boz 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 '� Town of Southold O1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET Nov 212016 ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWINQ ( Yea NO (CHECK ALL THAT APPLY) ❑VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material ❑&/ within any parcel or any contiguous area. C Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E 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. If 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. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a eompl ed Check List Form to the Building Department wit�your Building Permit Application. APPLICANT' (Property �v Design Professional,Agent,Contractor,O_—ther) l S.C.T.M. : p000 Datistrict te NAME 0 BUILDING Section Block Lot F R U **** B DEPARTMENT USE ONLY Contact information — — — — — — — — —Trtep6v.e Numhrl — — — — Reviewed By: Property Address/Location of Construction Work: Date: — — — — — — — — — — — — — — — — 2 UF v f)�1 i Approved for processing Building Permit. i J P C E [:] Stormwater Management Control Plan Not Required. `Div a L) ` �+ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) JI FORM - SMCP-TOS MAY 2014 PFLIr-A NT S.C.T.M. #: 1000 �os�1r CHAPTER 236 l opert,Owner,Design Professional,Agent,Contractor,Other) �,,, � �2 . Stormwater Management Control Plan CHECK LIST. L, Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. V4 a+r Vnnl _b62Date: 9 ° >k The applicant must provide a Complete Explanation and/or Reason for not providing 02 Td.phorc Aun,4cr L loll " all Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following iterns: YES NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries 0� b, 'Total Site Acreage, 0O c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 AI C 81,04, LU e6901270t4 e. Limits of Clearing & Area of Proposed Land Disturbance. 0� f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, ONS ARE REQUIRED driveways, sidewalks, drainage improvements &utilities. 0� eurrtacr 105 Engineering at 765-1560 before h. Spot Grades & Finish Floor Elevations for all existing& 155ERfill, OR Provide Engineer's C proposed structures. that t e drainage has been ' I. Location of proposed Swimming Pool and discharge ring. O0 j. Location of proposed Soil Stockpile Area(s). 0 t k, Location of proposed Construction Entrance/Staging Area(s). 0 1/ I. Location of proposed concrete washout area(s). 0 m. Location of all proposed erosion&sediment control measures. ER CON ONTROLS 2. Stormwater Management Control Plan must include Calculations showing shau isciude but not be 11mited to: that the Stormwater improvements are sized to capture,store,and infiltratePILDING DM. on-site the run-off from all impervious surfaces generated by a two(21 inch N OF SOUOLD rainfall/storm event. vVil e Backe Feneing, 3. Detail,,&Sectional Drawings for stormwater practices are required for approval, Seeding of exposed andler inactive seils [terns requiring details shall include but not be limited to: , a. Erosion & Sedu7ient Controls. F6_Xj6E b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures -(e.g. infiltration basins,swales,etc.) S v eag:— l'OR t:NGINl:I.,:RING Df.:PAlZTI 'NT USE ONI..Y':'�:' � Additional Information is Required. Reviewed & El Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. le: -ZL Lg; i SMCP has been approved by the Engineering Department. SWCP Check List -TOS MAY 2014 S� �j '&pf SO�lyo Town Hall Annex Telephone(631)765-1802 54375 Main Road y ax(631)765- 5Q i P.O.Box 1179 G, Q ropendchert(a own.soa950 .ny.us Southold,NY 11971-0959 Ql��OUNj'1,N��o � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- f . Date: -, Company Name: q s-k: n E-k-r-4rl csl Csy4roc4ors Inc Name: License No.: rJ a Address: ice.o . Boy %0Y m 1J tb ' Phone No.: (0 31 aLl, too !I z s- y 1 JOBSITE INFORMATION: (*Indicates required information) *Name: KLA h l -gm I-rui.s-4.. ? *Address: I-1 90 N 8auy�rz,t�tin 1r-1, '`Cross Street: } *Phone No.: Permit No.: 141X&3 Tax-Map District: 1000 Section: b Block: 12- Lot: 325, 1 i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' - 1 (Please Circle All That Apply) *Is job ready for inspection: - ES NO Rough In Final *Do you need a Temp Certificate: YES/(No:) Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWA -- -OF SOUTHO �RLD PROPERTY " C.ORD CARD 26 \, rte, N/ E y STREET l �� VILLAGE DIST. SUB. LOT ��f{'.1!�� r ,� �I+�� 1^�1:._' I.�• �1��~ � 9 V 1 `fes A QJ 1`6.� FORMER ,OWNER E: -# N '" a E ACR.< �`OlR/'1? `D'(�(X�C� � vtt/d�f d`�!✓tb J7iLr2 ��,f ��7`^ ��"�i/ �` :r �,7`�10..'' 1 ` •; ? � � Hov j rd_L 5r-6-in if W ,t^ S W TYPE 'OF BUIL I,NG 4 RES. ,Z/O SEAS. VL.j��` FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS / �tr63 s�-'c� e a G; 9 � � .✓ � �/, _- f' • R��e�i� �rtG a� /�v�. P- s5' f-.�e n:C', ,S�. . � ero P �' ;l,,.s'���/'�� cy 0 d z1 el—v 7 o 3gq -L i®'Rya� f 2/9q—L 7/41—d rOmJ0 7� �.c�G� l �zD,rac��� v y FRONTAGE ON WATERS Tillable ��° _ _ z Woodland FRONTAGE ONROAD Meadowland DEPTH L z 3—' �/ i House Plot BULKHEAD Total �s�tt�rrmra� . . .. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Y�,r `{ ■■■■■■■■■■■■■■■■■■■■■■■■■RUN ONE t�',`i� F'�1�i� yk����rr'p �� lL��� t'1 s� .f. � ��,S t � �7;. { 'Y���6y�f �j�S 1 i ■■■■■■■■■■■■■■■■■■■■ ■■■■■■ v ii�,�rY}`'rt,�., J Y y i7l►! i l7tig4•1 i$A3f{ , Stir! ' 7= Y ,4•t` ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1���45 i;lur.�r}f�� 4 t.qj ��` fljU 1� � �i� � !�{A i Sr➢ �� `� f t ��r S(} rh V. ;.+ ���"�„('�1�pr ¢llfti111111ru � 1 y, I '�' •h ■■■■■■■_■■_■_■_■_■__�■■_■■■■■■■■■■■■ of ft �++ � I�j till ' i�I �'f �..�.:'t ■■■■■ ■ ��.�. �� ■■■■■■■■■■ riya�Cri t ') 7 Itu.} 4 f +; r r 1 3��. r� 1 -..1 l ■■■■■■� ��■■■■■■■■■■ �1'7:r !� `I•�R �U V,��r j{I�j�,� tri��r` 7r�` �,�1? 1�` r��I�q[ R rr-ttS dui Its t !I f` p;y'`� t 1 .., +�r�r wr��r�Ar�.�...���. ;�� ;�►` f.'�����!�.'!1�i��y���,t:�;�, '{7�;O�tFi'�t 1'1��I�t��'��i�i{��r�'x`� �i1 ,l�'11�.7�rFf`'!c�`� " ■■■■■■■■■■i1■■�1■A■I:■f ■■■■■■ NIX V/�' -S. IkW!'fQ ,f�;; } !y}ih"?,t+ff�t�, +�f, �1,6f1 ,fir ■■■■■■■■ ■�,■ ��■E■1�■■■■■ 3^.s a•�!�+`arm, .,�� �" .�, ,� M�fb ��qli'�� � '}�r•� � �� t� ` ■■■■■ ■■■■■■■■■■■E■E ■■■■l!■■■■■■■■■■ NEW 71 ........■...........■ ...... Extension .■■■■■■■■■■■■■■■■■■■■■■■,A111111111111111111111111 1!1!� ■■■■■■ Extension Extension Ext. Wq I Is Interior Breezeway Fir6 . . _ Garage ��Type Roof Rooms Ist Floor :. ado-#e s No, �svoKs�ts� l�i'�ltirt I(JC>� or ��e �`�Nt15E5. t3ca�u rwT : 0.0— o.k.W.asst. i►+ G=cs QZ Cw��- a r -•- •- --..__ . . ..__- -' 11 __ ._..�wa� Y ►,,rttrt ecx5ejf,1 Z .. n to ; {Z A4 A7r a '07 v T-%Waw ALTL'A M(m OR '�C U 7-,' 0 L.-17 Kis 21VU tS A WOLASTOa or *R?JW Or TF&wt YORX STA (\ t y ATt LAta'. ES Q5 M5 StlRVET Aw Not AM aU:VUMIS[ASD SEAL Ott �1 SSW SEAL SKALL NOT ME cot A y A VAtS,!TkUf COST. ANTOS tA'ATCATEDt£@LEp f SKALL et)M 1� TO TACE ATSON FOR WROMna smv" @tD •9A ,Atm oat IM"Aa rtEfCOWI •� �_ � 1t��� ''1•,f --c AMT,GOVLgr AWJAL AQ9KV ADD iF ASUGHMS Of TKE Lao;kLG Ml- td.GUARARTM ARE t,*T TRAt gaLpMZ f •;i 1 y *M(MAL DtSTtTUTTOatS OR SU&Sr b �t+vsYttirtde.Q�t $o t(t}� �,titiri,� J' SLar VCLJCCA JtAtjk I t9 rte_ TEST i-^,•.'!-G STORMWATER MANAGEMENT CONTROL PLAN AREA SUMMARY 0 PROPOSED ADDITION LOT AREA = ca.28,718 SF = 100.00% RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE PROPOSED 6'DIA. X 3' DEEP DRYWELL 67 Cult. o ROOF AREA ADDITION: 400 SF :100% run—off coefficient= 66.7 Cu.Ft. WITH GUTTER LEADERS FOR ROOF RUN—OFF (TYP/) EXIST'G BLDG. COVERAGE = ca. 2,184 SF = 7.60% EXIST'G PERGOLA/DECK = ca. 288 SF = 1.00% ADDED BLDG. COVERAGE = ca. 225 SF = 0.78% TOTAL BLDG. COVERAGE = ca. 2,693 SF = 9.38% Ea 15'x15' PROPOSED MAX. ALLOW. COVERAGE = ca. 5,743 SF = 20.00% ADDITION _ _ _ - -- KUHL I � PROPOSED 6'DIA. X 3' DEEP PROPOSED ADDITION W RESIDENCE DRYWELL - 67 Cult. ® EXISTING STRUCTURE SOUTHOLD, NY w SURVEY BY JOHN C. FREERS SURVEYOR � 1729 N. BAYVIEW RD LINE OF HAY BALES DATED; AUGUST 21 2003 W ARCHITECT AND SILT FENCE �2 CAMERA LOCATION FOR PHOTO VIEW #2 5 FRANK UELLENDAHL cc 123 CENTRAL AVENUE 2-STORY FRAME HOUSE GREENPORT, X 316 � NNYY 11944 TEL: 631-477 8624 oo OWNERS RENA&WILLIAM KUHL EXT'G WOOD WALK TO BE REMOVED 1729 N. RANEW ROAD AND REPLACED WITH PAVERS SOUTHOLD, NY 11971 EXT'G PERGOLA ON EXT'G 6-742-8856 WOOD DECK TO REMAIN AS IS `? E EXISTING r WO�pEN �!`� ��� 62 kk DRAINAGE INSPECTIONS ARE REQUIRED WOOD ,' Contact TOS Engineering at 765-1560 before Ta DECKa Backfill,OR Provide Engineer's certification been installed to Code. that the drainage 21.6' o EXISTING BULKHEAD ~�__� = R®SIOiV &SEDIMENT CONTROLS - ^-^ Shall include but not be limited to: GOOSE CREEK A well maintained Construction Entranca, Wire Backed Silt Fencing, stabilization & s Seeding of exposed and/or inactive soils, — �'� PROPOSED SITE PLAN 0 APPROVAL OF STORMWATER MANAGEMENT Es _-- CONTROL -T code a t 6 SCTM# = 1000-70-12-38.1 = Date. 22 f 6 TOWN OF SOUTHOLD Approve b SUFFOLK COUNTY, NEW YORK DATE- 10/15/2016 ~ �0 �12 SCALE: 1/16' = 1'-0" �Z 0 EXISTIN OD WALK FROM RESIDENCE TO A WOOD DECK WITH PERGOLA9. SITE PLAN ADDITION OF A STAIRCASE STRUCTURE TO ACCESS RESIDENCE AT GRADE N ADMINISTRATIVE �� DWG, NAME VIiULMD PERMIT APPLICATION DWG. NO A-0 SITE PLAN SURVEY OF PROPER-Ty 51TUATE: 5OUT14OLD TOM: 5OUTHOLD N 5UFFOLK COUNTY, NY W e SURVEYED 08-21-03 E� � SUFFOLK COUNTY TAX # 1000-70-12-38.1 CERTEFM TO: REINA IKUHL Oakwood Dfive '63, \ FF ,a•CA � 6_ _ V o I � ped Ae"'- / \ WE 0� Zone X i —�1L ° 9 Lo 2 o .s.x- � 71 m 173 9 \ N `QF (94C;v 00 of mc—w cI ro 00 LAND NOTES: �! a o ■ MONUMENT FOUND 9� 0 PIPE FOUNDQ ZI J q I v,wtl,nrizee ouer°tlon or°ddltwn to°si,voy I mop bnorbg°IV,erene lu,d aw'veyorb enol is e EVATIONS REFERENCE N6VD'2G volute nrsectY2kStvt+dvboe�,nrwn Nen Yor4 St I°gle ErLc°Non Lon + nr�es N'm,' gu`,oh'I o Ge�lmid's'vrve�or§ PARGEL RE51DE5 ENTIRELY WITHIN A GOA5TAL BARRIER IDENTIFIED II-I6-q0 stmpetl seolsMll M wI ll,ed to hn v°Iltlt o' coples- FLOOD ZONE AND GOA5TAL BARRIER DETERMINATION5 DERIVED FROM 42w N„ic�o - „e�as ��l hth. FIRM MAP NUMBER 3610360166 6 EFFEGTIVE DATE MAY 4, IGGB ,tom` nr LanesNe'°°°°plod try the Nen York Stnla Assoelotbn of prolnsslonol LmM Swveyor9 Sole cnrtVlcntlnns oWl rlm ono ' to the p aon for wwm the survey is preparnrl one nn ms holv,n m t�nue snmpny. enn- tolM y v one lom�u,stlmunn Il�ted�.r» and inn w'o�,.,iir'omrer�„to�¢bnOl mitiwiinm AREA = 28,718 5F OR 0.66 AGRE5 JOHN C. EH L]ERS LAND URS TEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SCALE I”=30' RIVERBEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-234.pro 10 O/]a03 O�l°.HPl1 \ erverMAte5b9-].91 , 1 , Generated by REScheck--Web Software Compliance Certificate Project THE KUHL RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single=family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1729 NORTH BAYVIEW ROAD WILLIAM KUHL FRANK UELLENDAHL SOUTHOLD, New York 11971 OWNER ARCHITECT Compliance: 3.0%Better Than Code Maximum UA: 401 Your UA: 389 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 Gross Area Assembly or cavity Cont. U-Factor UA Ceiling: Flat or Scissor Truss 1,196 19.0 0.0 0.051 61 Ceiling:Cathedral 225 38.0 0.0 0.027 6 Wall:Wood Frame, 16in.D.C. 1,152 13.0 0.0 0.082 94 Wall:Wood Frame, 16in.o.c. 464 15.0 0.0 0.077 36 Wall:Wood Frame, 16in.o.c. 1,000 23.0 0.0 0.055 39 Window:Wood Frame,2 Pane w/Low-E 229 0.280 64 Window:Wood Frame,Single Pane 23 0.500 12 Door: Solid 20 0.320 6 Door:Glass 17 0.300 5 Floor:All-Wood Joist/Truss Over Uncond.Space 1,196 19.0 0.0 0.047 56 Floor:All-Wood Joist/Truss Over Uncond.Space 225 20.3 0.0 0.045 10 Compliance Statement: The proposed building design described her is onse t with the building plans,specifications,and other calculations submitted with the permit application.The proposed buil i n designed to meet the 2010 New York Energy Conservation Construction Code requirement ' eck Version 5 omply with the mandatory requirements listed In the REScheck(Inspection Checklist. ��� l� ��C 4 Name-Title '� � �® /� na re-V Project Title:THE KUHL RESIDENC �( Report date: 09/08/16 Data filename: �F IW Pagel of 6 REScheck Software Version 5.5.0 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 &Req.lD 103.2 !Construction drawings and ❑Complies [PRI]1 :documentation sufficiently ❑Does Not 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 v ;compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units ; ;must demonstrate compliance I with the commercial code. 403.6 Heating and cooling equipment is, Heating: Heating: ;❑Complies ; [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual J or U other approved methods. Cooling: Cooling: 1❑Not Observable Btu/hr ; Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE KUHL RESIDENCE Report date: 09/08/16 Data filename: Page 2 of 6 Section * Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2,1I Exposed foundation insulation ;❑Complies [17011]2 protection. ;❑Does Not �J ;❑Not Observable! ❑Not Applicable 403.8 jSnow melt controls. ;❑Complies [FO12]2 4 ❑Does Not J ;❑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 KUHL RESIDENCE Report date: 09/08/16 Data filename: Page 3 of 6 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 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable l limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies (FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate&It;=2.0 -]Not Observable cfm leakage at 75 Pa. []Not Applicable 403.2.2 :All joints and seams of air ducts, ❑Complies (FR13]1 air handlers,filter boxes,and ❑Does Not U !building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 1 Building cavities are not used as ❑Complies [FR15]3 {ducts or plenums. ❑Does Not U ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. i ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not 0) ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not J intakes and exhausts. t ❑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 KUHL RESIDENCE Report date: 09/08/16 Data filename: Page 4 of 6 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. UDoes Not ;❑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 KUHL RESIDENCE Report date: 09/08/16 Data filename: Page 5 of 6 1 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 [FI17]1 :of&lt;7 ACH at 50 Pa.This v :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 [FI4]1 ;construction with maximum ; E❑Does Not 00 leakage of 8 cfm to outdoors,or ; ❑Not Observable ;12 cfm across systems. For ; ; ; rough-in tests,verification may ; ;❑Not Applicable need to occur during Framing j Inspection,with maximum ; leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not v ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed 10complies [FI10]z Ion heat pumps. ❑Does Not 9j ❑Not Observable IE]Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not lugaccessible manual controls. ❑Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not �fl) ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not Iequipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: ; i i I I i I ; I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:THE KUHL RESIDENCE Report date: 09/08/16 Datil filename: Page 6 of 6 2010 New York Energy Conservation Construction InsulationEnergy Efficiency Certificate . Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 19.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGG Window 0.28 Door 0.32 Heating &Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments . F APPROVED AS NOTED 7 DRAINAGE INSPECTIONS ARE REQUIRED DATE: B.P.# J Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification FEE• - BY: that the drainage has been Installed to Code. N-- I-Y BUILDING DEPAR IT AT 7i�,,--n0^ SAM TO 4 PIAT FUR THE +NSPECTIONS: i +TION - TWO REQUIRED F` "UvRED CCtiCPETE ���������� 2 rsri - FRAMING & PLUMIBING INSPECTION REQUIRED 3. IPY S!JLATION 4. FINAi. - CONSTRUCTION MUST BE COUPLE-i E Fr`-1 C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 'T'RUSS PLACAR®���`�ECidJIRfE COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF AL1 oallol p DOWN 7RA OLD TOWN PLANNINMMRD SOUTHOLD TOWN TRUSTEES . .S.DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ` GENERAL NOTES DESIGN CRITERIA: w =- PROPOSED m ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. w ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. N BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. / o WIND SPEED - 120 MPH I/ 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B z MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE „ z KU H L 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH 36 LARCH STRUCTURAL GRADE2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT w RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES PARITRITIONSD, EXCEPT AS NIOTE� ON DRAWINGPARALLEL � SOUTHOLD, NY DESIGN IN ACCORDANCE WITH AMERICAN FOREST 17-LIE111 E 1729 N. BAYVIEW RD 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD H ii 0 6. ALL DIMENSIONS AND G ADE CONDITIONS TO BE J ARCHITECT VERIFIED BY CONTRACTOR S) PRIOR TO START OF CONSTRUCTION AND ORDER NG OF MATERIALS. THIS WI N D BO R N E FRANK RAL AVENUE FOUNDATION HAS BEEN D SIGNED FOR A SOIL m 123 CENTRAL AVENUE BEARING CAPACITY OF TWO (2) TSF AND GRADES DEBRIS PROTECTION SCHEDULE P,O,Y 1 316 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT GRTENPORT, NY 11944 TEL; 631-477 8624 THESE CONDITIONS ARE MET, ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OWNERS RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, 4 RENA & WILLIAM KOHL 7. ALL HEADERS 6,0 FT IN LENGTH AND OVER TO BE SPACING; 12 INCHES, ARE TO BE PROVIDED TO COVER EXISTING STREET ELEVATION F, 1729 N. BAYVIEW ROAD SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION EEI SOUTHOLD, NY 11971 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL TEL 516-742-8856 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WOOD SHUTTERS U Y 8. PROVIDE FIRESTOPPING AT ALL LEVEL C5 1EE PENETRATIONS L 9. PROVIDE FLASHING AT ALL ROOF BREAKS, WINDOW SCHEDULE Fro AND DECSkSSKKYLIGHTS, EXTERIOR DOORS, WINDOWS t / 10. DO NOT SCALE DRAWINGS. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400-SERIES. ® � 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- GLASS TO BE HIGH PERFORMANCE LOW-E GLASS z SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS ENGINEER ARE NOT RESPONSIBLE FOR THE 02 INSPECTION SUPERVISION OR ADMINISTRATION OF GRILLES AS PER ELEVATIONS, FULL DIVIDED LIGHTS; ARE - SATIN AND LOCAL ZONING AND BUILDING CODE ACbMPLIANCE INTERIOR FINISH:WHITE; PRE-FIN SHED WHITE NICKEL FINISH — — - a N SHALL BE THE RESPONSIBILITY OF THE ❑EI❑ CONTRACTOR. Mark Size Description Quantity 9 FT� FRI 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO A A3535 AWNING WINDOW 18LLJ FACILITATE CONSTRUCTION AND SHALL NOT BEg P3535 STATIONARY PANEL 5 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C 6068 INSWING ENTRY DOOR 1 OWNER. with lock a 13. THIS STRUCTURE HAS BEEN DESIGNED IN ❑ w ACCORDANCE WITH THE NEW YORK STATE ENERGY Z CONSERVATION CODE. 14, ENGINEER TO BE NOTIFIED IN WRITING OF ALL DRAWING SCHEDULE CHANGES PRIOR TO AND DURING CONSTRUCTION. DATE 09/07/2016 A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES PROPOSED STREET ELEVATION SCALE: 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. A-2 EXISTING FLOOR PLANS Y TITLE SHEET A-3 PROPOSED 1ST FLOOR ADDITION OF A HEATED STAIRCASE STRUCTURE TO ACCESS RESIDENCE AT GRADE o Design Criteria 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-4 PROPOSED 2ND FLOOR o General Notes INSURANCE NECESSARY TO PROTECT THE ENGINEER A-5 CROSS SECTIONI STRUCTURAL DETAILS AND OWNER. A-6 PROP. AND EXTG EAST ELEVATION BUILDING PERMIT APPLICATION 2s: DWG. NAME A-1 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-7 PROP. SOUITH AND NORTH ELEVATIONS DING No UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-8 FRAMING NOTES, NAILING SCHEDULE SEPTEMBER 7, 2016 ©¢ s PROPOSED ADDITION 0 DECK Fo FRz z KUHL LIVING ROOM BR 3 BR 1 RESIDENCE SOUTHOLD, NY 1729 N. BAYVIEW RD _ Z Z ARCHITECT O O FRANK UELLENDAHL 00 m 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 DR KITCHEN O TEL: 631-477 8624 BR 2 S OWNERS EXISTING RENA & WILLIAM KUHL L JD 2ND FLOOR PLAN 1729 N. BAYVIEW ROAD SOUTHOLD, NY 11971 DN SCALE: 1/8" = l'-O" 3 TEL: 516-742-8856 DECK _ a t 46'-0' COVERED DECK OUTDOOR SHOWER .� MECH. RM. PANTRY 0 SUNROOM GARAGE N � Z _ UTILITY ROOM UP o w DATE- 09/07/2016 � SCALE: 1/8" = 1'-0"o - EXISTING BATH RM.0' Y FLOOR PLANS �- EXISTING 1 ST FLOOR PLAN DWG. NAME - - SCALE: 1/8" = 1'-0" A-2 4 ©¢ DWG. NO PROPOSED - - - - - - - — - - - - –II - - - — — — — -- — — — — — - — — — — — — — � - - - - - � ADDITION ® NEW WALL EXISTING WALL COVERED DECK OUTDOOR SHOWER z ' N KUHL - - - - - - w RESIDENCE I to SOUTHOLD, NY w 1729 N. BAYVIEW RD MECH. RM. w Z o ARCHITECT o FRANK UELLENDAHL PANTRY m 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS RENA & WILLIAM KUHL of 1729 N. BAYVIEW ROAD — — — SUNROOM GARAGE SOUTHOLD, NY 11971 N — — _ — — — — — — — — — _ I TEL; 516-742-8856 Y UP o UTILITY ROOM a BATH RM. ❑ */Y PROPOSED FOUNDATION PLAN I 61-0" SCALE; 3/16" - 1'-0" I - - Z �� — — — bookcase bookcase = 2'x80" 2X10 C.J. @ 16" O.C. RE o I � 3 2X10fIushBEAM — — - - - - - - - - — — — — — — — — — — — — — — — tt U I I II I 0 4" CONC. SLAB I I Ri M FOYER '-4 ,�2° ELEV; ca. 4.5 BELOW GRADE I I I I UP 36 z 0 �L 00 DATE- 09/07/2016 a SCALE: 3/16" = V-0" I-T ," Q PROPOSED III x STORAGE 1 ST FLOOR PLAN L — — — — — — — — — J DWG. NAME L - - — — — — — — — — — J PROPOSED IST FLOOR PLAN o A3535 0� -= 7'-1" 7'-1" 14 SCALE: 3/16" = 1'-0" ©4 DWG. NO A-3 � 15'-2" � � 15'-2" _ �_ 8` PROPOSED w ADDITION N EW WALL ® EXISTING WALL DECK 0 z z KUHL P4040—AN41 NLGD6068 P4040—AN41 CXW245 CXW245 N RESIDENCE -SOUTHOLD, NY o 1729 N. BAYVIEW RD O N a z DIVING ROOM BR 3 BR 1 o ARCHITECT Zc FRANK UELLENDAHL 123 CENTRAL AVENUE o P,O.BOX 316 t3-= GREENPORT, NY 11944 TEL: 631-477 8624 a OWNERS RENA & WILLIAM KUHL o 1729 N. BAYVIEW ROAD C SOUTHOLD, NY 11971 TEL: 516-742-8856 00 R 00 �r F DR KITCHEN O BR 2 Q w O N � f .fi ill — — — — — — — — — — — — � ( 2' 111-611 ED 0 \ (2) 1,75 x11-7/8 LVL HEADER L —J \ \ 3i0 x 8" 1531 3030 1530 2035 CXW245 DIN I - \ aft high sideboard / DECK 0 ,2X12 R.R. @ 16" OC X/ w OPEN /TO BELOW o W DATE 09/07/2016 a, STAIR; 13R @ 8"hx9 " SCALE: jJ \ Y PROPOSED =I I I pN c7l0 2ND FLOOR PLAN CD CD I / \ I DWG. NAM 16" = 1' o' A3535 \ PROPOSED 2ND FLOOR PLAN A-4 CD 3'-6 " 7'-1 1/2" 3'-sem\ SCALE: 3/16" = 1'-0" o DWG. NO 15'-2" ' PROPOSED ROOF / CEILING WALL ADDITION ROOF SHINGLE ON 15 LBS FELT TO- MATCH EXISTING 1/2" GYPSUM BOARD o IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D 2"x4" STUDS @ 16" O.C. with R-23 STONE WOOL INSULATION FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION 2"x6" STUDS @ 16" O.C. with R-15 STONE WOOL INSULATION 1/2" CDX PLYWOOD SHEATHING 1/2" CDX PLYWOOD 2X12 ROOF RAFTERS @ 16" O.C. HOUSE WRAP R-36 INSULATION ASPHALT ROOF SHINGLES TO MATCH EXISTING o 1/2" GYPSUM BOARD 25 VENTED ROOF OVERHANG KUHL 5 MIN -2'-0" 2X12 R.R. @ 16" O.C. RESIDENCE ICE SHIELD UNDERLAYMENT WITH R-38 STONE WOOL INSULATION REQUIRED - 24" FROM EDGE SOUTHOLD, NY 1/2" GYPSUM BD. w LTERNATE POSITION OF _ „ 1x6 VERSATEX FASCIA BD. 1729 N. BAYVIEW RD HURRICANE CLIP USE C-4 (2) 20 TOP PLATES 5,11Z2 SIMPSON H3 I1x6 V TEX BD., VENTED Z N (2) 2x6 HEADER, TYP. z ARCHITECT — o FRANK UELLENDAHL 123 CENTRAL AVENUE 2x4 STUD WALL TO BE INSULATED o P,O.BOX 316 SIMPSON H2A HURRICANE WITH R-15 STONE WOOL INSULATION GREE T, NY 11944 CLIP NAILED. FROM PROVIDE 8d COMMON 1� I 8624 RAFTER TO STUD. - NAILS @ 4" O.C. AT I TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5 - 8d NAILS EACH END SHEATHING. QWN 5/4"x12" VERSATEX TRIM RENA 8c WILLIAM KUHL A Z 1729 N. BAYVIEW ROAD PA RATED PLYWOOD TO EXTEND TO TOP OF TOP 1-1/4" 20 GAGE STRAP W/ a� SOUTH TEL: 51166-7442-8856 11971 PLATE. 6 - 8d NAILS @ EACH 1ST.FL, o STUD - EACH END - TYP. Q ( MAX. 48" O.C, ) cX 2X6 STUD WALL TO BE INSULATED N WITH R-23 STONE WOOL INSULATIO l� PLYWOOD SHEATHING � of (2) 1.75"x11-7/8" LVL HEADER �I TO OVER LAP BOXM r D BEAM - TOP + BOTTOM. � : C7 N STAIR TOWER _ WRAP + NAIL STRAP o ( 4 - 4d NAILS ) r cn Q AROUND SILL PLATE AT ANCHOR BOLTr 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC, o o 4 - Sd NAILS I DR NAIL SHEATHING TO SILL PLATE ; 8d NAILS @ 4" O.C. 2x6 TRT'D SILL PLATE ALUMINUM TERMITE FLASHING 2X10 F.J. @ 16' O.C. SLAB ON GRADE - - ' ,' (max. 12" from end of sill plates) _ _ (3) 2X10 flush BEAM. E26X6 CONC. SLNAVBM MI WITH v 3/16" TRUSS TYPE REINFORCING BAR OVER COMPACTED FILL 0 5/8" X 16" A.B. @ 48" OC. Ij w/ FENDER WASHER. — — N Z 8" CONC. BLOCK FOUNDATION z 2 RIGID INSULATION ON DAMPPROOFING — W/ 1'-4" X 8' CONT. FTG. — o0 4" TILES IN MUD BED ON 6 MIL MEMBRANE (3) #4 REBARS , , , , ON 3/4' TRT'D T&G PLY SUBFLOOR, glued and nailed' w DATE 09/07/2016 -20.3 RIGID INSULATIO TEMPERED GLASS TRTD F.J.@ 16"O.C, w/R SCALE: 1/4" = 1'-0" E.G. R-MAX R-MATTE PLUS-3, 3" THICK FOYER SUNROOM ON 4" THICK POURED CONCRETE SLAB o CRITICAL PATH 1/2" TRT'D CDX PLY SHEATHING AROUND BOTTOM Y HOLD-DOWN AND SHEAR CONNECTION CRITICAL PATH 1/2" CEMENT PROTECTION BOARD TO OVERLAP 92 CONNECTORS NOT TO SCALE 2x6 TRT'D SILL PLATE CROSS SECTION FOUNDATION NOTES ' "N " �5 DWG. NAME STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 % CROSS SECTION A-5 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON ' '' — — — — — — — — — — — — - UNDISTURBED SOIL. 14'-� 1/2„ SCALE: DWG. NO 1 8 = 1 -0 QQ ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. w PROPOSED W ADDITION _ o J U W W Z I/ W KUHL ............. .......................... ..................... ......... ................. .................... . . .. ........ .. .. .. ... . .. ....... RESIDENCE SOUTHOLD, NY w 1729 N. BAYVIEW RD 1r N ❑� W Z ARCHITECT s FRANK UELLENDAHL 123 CENTRAL AVENUE T[l P.0•BOX 316 = GREENPORT, NY 11944 TEL- 631-477 8624 OWNERS RENA & WILLIAM KUHL 1729 N. BAYVIEW ROAD SOUTHOLD, NY 11971 1 TEL- 516-742-8856 as EXISTING EAST ELEVATION SCALE: 1/811 = 1 1-O" N tr Z Lf x c� 'o n El GEEo.. 0 D w 0 w 2 DATE 09/07/2016 � SCALE: 1/8" = 1'-0" = 1 o EAST ELEVATIONS O N 514 15'-1° 30'-11° 5'-0° DWG, NAME 58-0" PROPOSED © DWG NO A-6 EAST ELEVATION SCALE: 1/8" = 1 0 ❑ PROPOSED ADDITION 0 J W Z N _ J CJV W O W U Z W z KUHL RESIDENCE g E2 SOUTHOLD, NY W 1729 N. BANEW RD W 0 z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE 12 P.O.BOX 316 = GREENPORT, NY 11944 TEL: 631-477 8624 W (� OWNERS RENA & WILLIAM KUHL 1729 N. BAYVIEW ROAD SOUTHOLD, NY 11971 TEL: 516-742-8856 Y U W ❑❑❑ ❑❑❑ 4 N in z IT LLI 0 o z _ 0 �W F- o w DATE- 09/07/2016 SCALE: 1/8" = 1'-0" SOUTH ELEVATION NORTH ELEVATION 3¢ PROPOSED SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-011 NORTH & SOUTH ELEVATIONS Z DWG NAME A-7 ®� DWG. NO • ° ' FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM W PROPOSED ' m ADDITION Joint Description Nail Sizes Nail Spacing 0 ROOF FRAMING r 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toe-nailed) - all Height: 10 ft, Spacing 16 O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist to Top late #Toe-nailedy n/ per foist Ceiling Joist to Parallel Ra ter (Fa e-nailed) n/aa each lap Ceiling Joist Laps ovQr Partitions Face-nailed) n/a each lap o 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Collar Tie to'Rafter�(Foce-nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o�-nailed) ) 2 - 8d each end �' RUHL Rim Board to Rafter End-nailed 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR' BE s EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OFWALL FRAMING = RESIDENCE PLYWOOD TO SET ON SOLID BLOCKING. GLUE' AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot Top Plates at ntersections Face-nailed) 4 - 16d joints-each side SOUTHOLD NY 4. ALL HEADERS.6'-O" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nailed) 2 - 16d „ 24 o.c. WITH DOUBLE UPRIGHTS, 9-0 AND OVER WITH Header to Header (Face-nailed) 16d 16 o.c. along edges 1729 N. BAYVIEW RD TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud MINIMUM OF 2-2X8'OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud Z 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud z ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 2 per foot FRANK UELLENDAHL @ 8'-0" O.C. MIN, PROVIDE 2" SPACE FOR AIR m 123 CENTRAL AVENUE CIRCULATION IN ROOFS. FLOOR FRAMING RO,BOX 316 � GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or ider (Toe-nailed) 4 - 8d per joist TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Brillging to Joist Toe-nailed 2 -'8d each end Blocking to Joist Roe-nailed 2 - 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o RENA & WILLIAM KUHL PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to eam (Toe-nailed) 3 - 8d per joist 1729 N. BAYVIEW ROAD Band Joist to Joist End-nailed) 3 - 16d pertoast SOUTHOLD, NY 11971 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per toot TEL: 516-742-8856 WITH RATED GALVANIZED METAL CONNECTORS BY , Y r TECO„ OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4” o.c.„perimeter zone `r; U other 6 o.c. edges of !r`-E!5 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel 12" o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Board Sheathin -t 1„ x 6 "or 1 x`81- 2 - 8d per support f d ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 x 10 or wider 3 - 8d per support s� s 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field - Y Z 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field o CONNECTIONS. Hardboard 8d 6" edge / 12" field Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing o PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL 1" x 6" or 1" x 8" 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 - 8d per support d HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels 94 DATE 09/07/2016 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" " �d z SCALE: LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1 or less 8d 6„ edge / 1 field o PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 10d 6 edge / 6 field Y FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal"Board Sheathing o Nailing Schedule- RECOMMENDATIONS. 1„ x 611„or 1 x 8 2 - 8d per support 1 x 10 or wider 3 - 8d per support N 14, ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG NAME 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 3 on-center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall C� A-8 be doubled ,;or alternate connectors , such as shear plates , shall be used to maintain the load path. ©� DWG NO E z When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to 16' ts" be reduced to 1 - 16d nail per foot.