Loading...
HomeMy WebLinkAbout39153-Z Town of Southold Annex 10/16/2014 S1 A P.O.Box 1179 54375 Main Road Southold, New York 11971 3 CERTIFICATE OF OCCUPANCY No: 37211 Date: 10/15/2014 THIS CERTIFIES that the building ALTERATION Location of Property: 2950 Camp Mineola Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/23/2014 pursuant to which Building Permit No. 39153 dated 9/5/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ACESSORY BUILDING AND "AS BUILT" SCREENED PORCH TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Laguardia, Susan&Zaino, Luigi (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39153 10-02-2014 PLUMBERS CERTIFICATION DATED Aut gnature TOWN OF SOUTHOLD ��,g11FFO4 � ' BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 'a • SOUTHOLD, NY y1t.' 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#: 39153 Date: 9/5/2014 Permission is hereby granted to: Laguardia, Susan &Zaino, Luigi 2950 Camp Mineola Rd Mattituck, NY 11952 To: Additions and alterations to an existing accessory building as applied for. Includes demolition/removal of illegal second dwelling unit. At premises located at: 2950 Camp Mineola Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-5-5 Pursuant to application dated 8/23/2014 and approved by the Building Inspector. To expire on 3/6/2016. Fees: ACCESSORY $221.60 aCC,ESSORY BUI G $50.00 Total: $271.60 ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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. G 2 ( 20 C4 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 2,Ct5D 000VAp Y lffjeouk )K - ACTTITIJC-t<— House No. Street Hamlet Owner or Owners of Property: S OS A-0 L,,k 6-U&1z-0( A - Suffolk County Tax Map No 1000, Section ( 23 Block aLot (� J�-- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: , / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ VA�� plicant Signature o��OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q roger.riche rt(pD-town.Southold.ny.us Southold,NY 11971-0959 Q �y101-UN-N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Susan LaGuardia Address: 2950 Camp Mineola Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 39153 Section: 123 Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: Glens Electric License No: 4770-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 1 0 Twist Lock Exit Fixtures TVSS Other Equipment: AS BUILT-----ELECTRICAL SURVEY-------NO VISUAL VIOLATIONS---- accessory building,2-paddle fans, Notes: only clean up work done by current electrician Inspector Signature: Date: Oct 2 2014 81-Cert Electrical Compliance Form.xls gS0UTy0 l S� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG UMBING [ ] 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 REMARKS: r DATE - ?119 INSPECTOR i OF SO!/l�o<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE i INSPECTORWF4'zE5�k FIELD=jMQff REPORT DATE COMMENTS FIOUNDA17ON(1ST) w pcg FOUNDATION(2ND) ROUGH FRAMWC& PLUMING • E c� INSULATION PER N.Y. N 'H STATE ENERGY CODE y r � • rte. FINAL ADDITIONAL COMM' .i • r b 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 �� I � Survey SoutholdTown.NorthFork.net PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined C4 f 20 Single&Separate Storm-Water Assessment Form GContact: Approved ,20 Mail to: (J bAN Cr(�ers Disapproved a/c PO gOx 4a 1TUJT1tt0LV NA Phone: f931 — QA 4--4 24 1 1(cl 71 Expiration ,20 Building Insp or AUG ? 2014 PPLICATION FOR BUILDING PERMIT 5 Date Cr 2l , 20 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. Si nature of applicant or name,if a corporation) 50>c A{-r2 �S O UT MZ LJO N� (Mailing address of applicant) t q-7/. State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder cl Name of owner of premises S US&Y\J L-A,-6AJ t2.Q1 - (As on the tax roll or latest deed) If applicant is a corporation. sienature of dulv 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: 205-v o Ai-y\-P M(nrEOc., FZo • rn,4ct`rTuccc �y y ( csZ House Number Street Hamlet County Tax Map No. 1000 Section 1 2 3 Block 0 5- 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 8W CYI,+✓ F tkM(Lj RESLDEJs(ZU w/A ocesSo Kk4 BLAS b. Intended use and occupancy SAME - 1NT67NO Ta OVI-T (L• G-*,?<(ST- /E-CQ6�sa LD TIO 3. Nature of work(check which applicable):New Building i-rt t vto Addition ` Alteration V"-- Repair Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars N 6. If business, commercial or mixed occupancy, specifynature and extent of each'ty e of use. N A 8.3 (A� � 3g.323.3 .b RES �4--( to RFS � 7. Dimensions of existing structures, if any: Front q' Rear Depth 26-38 ALES Height RFs- NU-1-K"Of Number of Stories t sTDR`t keFr ACC — 210 2s-M" rn 0 e,006 Dimensions of same structure with alterations or additions: Front Na L'h4k"J Rear NO ChHw" Depth NO CttA NC-E: Height N0 C*-Ukiy6-e Number of Stories tj0 awmw-c 8. Dimensions of entire new construction: Front W* Rear IJ A Depth- Height epth Height &I A- Number of Stories l r k i 9. Size of lot: Front l is L Rear gD. f Depth 20 O`4t g(- 207.34 10. Date of Purchase Name of Former Owner -06-AGS K(ZeR• 11. Zone or use district in which premises are situated KES L D 1✓t-%SAL- - ` {t-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 NO-V-' 14.Names of Owner of premises s k"l k Address 2`(50 '"' Phone No. 12A SS 2� Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) QD AN C OW�8elq­r 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,rbefore me ' -\6( day oth ,�,^ k,.04 204 CONNIE D. BUNCH w Nota Public of New York Signature of Applicant ry No.01�BU6185050 g PP Qualified in Suffolk County Commission Expires April 14,�" 1" Scott A. Russell a°Su m S�U01KIMMA.T]EIK SUPERVISOR J\\4A\,-N A\�G(]E1\\41El�`7C' SUP � SOUTHOLD TOWN HALL-P.O.Box 1179 O 4 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECTANY ]Dt (CMCK ALL THAT APPLY) � Yes No �]PQ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. t 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 i 10.0 feet of horizontal distance. El P] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. EM E. Site preparation within the .one-hundred year floodplain as depicted on FIRM Map of any watercourse. I HIQ F. Installation of new -or resurfaced impervious surfaces of 1,000 square ' feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes 1 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 completed Cbcck List Form to the Building•Department with your Building Permit Application. -- -----=- __ - - - ---_ --- - = S.C_T.M. ": 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME 0NJ 0' of T - Section Block Lot FOR BUILDING DEPARTMENT USE ONLY ' . Contact lnrorrtutiort 31 � V � Reviewed By: � - - - - - - - - - - - - - - - - - - Date Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — �, C Approved for processing Building Permit. S US 7 Vv LA-&u AR'01 Or- 91 Stormwater Management Control Plan Not Required. 2°lS� C Ayy-tp M(N oLA is Stormwater Management Control Plan is Required. �T—�--1 1 CK N (Forward to Engineering Department for Review.) FORM SMCP - TOS MAY 2014 Town Hall Annex I 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 G� Q ro er.richert (631)765 5 Lis Southold,NY 11971-0959 �O - L� l+L SEP 25 BUILDING DEPARTMENT' ZO14 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION _;c F L.'7 IA;•,., . .- i' [REQUESTED BY. �C� Date: ompany Name: 'A Irame: License No.: Address: l3o f Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone:No.: Permit No.: Tax-Map District: 1000 Section: Block- Lot: _ � . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ ��SC�orvcic � ��3 4Q 1V6Ze_,1 (Please Circle All That Apply) Is job ready for inspection: ! YES O. *Do you need a Temp Certificate: Rough in Final YES�N I Temp Information If needed) . *Se lze: 1 Phase 3Phase 100 150 200 300 350 400 Other *Ne rvice: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION q o 06 82=Request for Inspection Form so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q 0 it September 22, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Susan Laguardia 2950 Camp Mineola Rd Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) 00 Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39153 —Additions/Alterations/Demo /D52. 6o j.N.P.t�uy.�ag0 C•4r�lA �f�'�,!/�'GY 9' ,�019D q H unaumorized aturration or addition I ,�}� jx . tb this survey to a violadon of ,p 3 y a Semn 7M otdst Now York Siatt Eaucatlon taw p�� Capin of ttls atxvty rtxeP n��k'0 V L (}A vG�► � I"iand stxvtywa tnYtd aer or \ V ♦ ar6ossed Itd shd not bt otx+rkkKW } 11 1 ' t�he a vtdW trot agcy. ` k1 �` iC _INhw irantees indkassd AIha1 dW w �1 (�to dw Devon(or whom to epare t and on Ni b&W Its M t�uo eom apteso� `�'•� �� �--� tendlnp MtiyistQortt Mrnonarsd �N to dw assipne"of tw ksndtrtp ttndld0% �� 2'C,3 t3uartntata w nottarsbraDla t)OCkACE' to aeditiorsW hsdtudortt or aubttgsatfl h ^u •7 �3 B 9 6 owners &D,qp . AOR atew 110 9urzvar fc '�s� {Gy.�.�zylp�,�ui��' 1,�avys�/�?, . iya .4,r�r• r'jU�G�ryi�.�/aojv{:�; . .���.���'Z.�`Tizvc�.P�T.9r.►r"�.c-/;r•ti 7%7lE/.V�.�vs�.G�'�"��-,:�,9.V� , l � �t e APPROVED A3 NOTED COhf, ;L'r '1"H ALL CODES OF F`1NE"AK STATE- & TOWN CODES .� =e— AS REQUIRED A �. *2 �.3 .ate' B Y. f2- --- ~Y BUIL DINcG DEPARTMENT AT 802 8 AM TO 4 Pbr1 FOR THE NTNG BOARD INSPECTIONS: �IVO ( i -'OUR, ED CONCCRETEUIRED 0UGH FRAtv';NG ISIaLATION & PLUMBING OCCUPANCY '+`�> L - CONSTRUCTION MUST a OR BE COMPLETE FOR C.O. USE IS UNLAWFUL 1_ CONSTRUCTION SI-i,4LL MEET THE WITHQ OUIRErt1ENTS OF THE CODES OF NEW UT CERTIFICATE .X STATE. NOT RESPONSIBLE FOR DE", SIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY p .0. 71lp 161 � s: s Gen(BrM Notal Soaps of Work REMOVAL OF INTERIOR PARTITIONS AND ADDITION 1.All work shall be performed in stect accordance with the OF HANDRAIL TO[BRING EXISTING STRUCTURE INTO rules and regulations of the Southold or Riverhead Building COMPLIANCE AS ACCESSORY BUILDING AS INSPECTED Code and the New York State codes having DUrusd'iction over FOR C.O.DATED 2.29.64 any portion of the work. Addftnd C oo nstrudon Nctss 2.The general contractor and all subcontractors shall visit 1.Al portions of the proposed structure shall comply with the site and ve ft all d'Imenslons and the existing conditions the Building Code of the State of New York and the n covering or affecting the work prior to construction.Any Residential Code off the State of New York. discrepancies or omissions which would Inac�mffoue wI41�41�e - -satisfactory completion of the work described herein shall be �.All �ortt®��of the proposed structure are designed to POaraWALI �-X,'�°" 27X37 DH I reported to the�m�l�uff� ®m�mo�®u oe��®m. comply with local geographic and climactic criteria as 3� f stated in the adjoining table. UP � �' BM®DET. �* A8 ExuTr.Bruacwee- �. Before starting work, Ql���o�trm�otr®m�I��ll u�ro��®� RZ, PER 9 - _ 'RELOCATEAGO. '° AS GO N yy I JM DATED O.YBJM �•All structural elements are VANRY ` - thorough examination of those portions of the structure On which destined to�®adequate for O the work is to be performed,checking all the a ground snow load off 45 psi,and wind speed off 112® EXIST.RAIL CBATHROOM As PER PERMIT C.O.DA E INCLUDED IN adjoining or underlying locations. Report to the architect or mph. _ _ = J L TEDSJgw property owner any and all conditions which may interfere with I >o s shall be at a minimum off 3c6 Footings below finished 4. " or otherwise affect or prevent the proper execution and � I � completion of the work. Do not start the work until such grade. zV I = BIxAVER conditions have been examined and a course of action mutually II J agreed upon. 5. Poured concrete shall have a compressive strength of 2500 psi at 23 days. L- - - - gig 4. Failure to notify the architect or the owner of unsatisactory 'Ott®ns will be construed as an acceptance off the conditions ACCESSORY�. SIII plates shall ��preservative Qr®�ff®�wood and be installed above ��o�copper 4®rmrulff®�P'ul®1�9. BUILDING��®RAD[ -4` .4 condI I � �- to property perform therequired work. ET , ALL EXIST.PARTITIONS(DABFiED LINES)ARE TO BE REMOVED X �. Shingle siding shall confform to ASTM D 367 I / 5.The execution of the work constitutes acceptance of the -1 L v-,. .a,s, �� requirements and be installed in accordance with the �a � �"SI.°�;'LTAF.�RI - - «.. .,.:_. .:.:...: ...... ..:..:.: conditions. Later claims Will not constitute relief from the � r®��uir�r ®�tt�off 41��work, nor will extra corw�®���ttio� ����i� ro��irc�ruu�o�iitt�off ffl�� Building Code off the State of New E�+TBT.BEAM AND ALL�R ,RALCDMPOI�N,gABPER LL�"" - - PARIRIONWALLADDEDAFfERC.O. PERMR�B,BODATED B.7D.71 AND INCLUDED IN C.O.DATED PAR,ITION WALL ADDED C.O. 10X10 POSTS ON MABONNcrI by the®Weer. York and manufacturers specifications. DAiEDzxBes 22BJM - - - ZMDECORATIV BOISTS - W DECORATIVE JOISTS @@ \ 30.0.0. i r \/ - - - - - - - - - - �.All work is t®conform with drawings and specifications off 410 8•An too shield of salff adheriing polymer modified � � ��, POBT&WALL architect and engineer consultants. bitumen sheet shall extend from the save's edge to a rein. OELOTEx INIBULATED SHEATHING of 24°onside the exitarior wall perimeter. XI I I I ACCESSORY BUILDING STORAGE s � 7. The general contractor is to Maintain a complete and up �� _ _ _ � � � ;I I go to date set of drawings on the job site at all times, Ensrgy CoIf ssryatbn Nootas including contract documents and speciffications. l UNFINISHED I„IfIY ROOM � C 3.The contract documents and drawings are not to be 1.All building envelope components shall comply with X o b X1 _ scaled under any circumstances. Field approvals by the Chapter 6 of the Energy Conservation Code of the State architect or owner are required are required for final locations of of New York. exterior and interior partition walls,wall openings,electrical outlets and devices Including light fixtures, mechanical devices 2.All&zing shall have a max. U Factoroff.4®. d - - - and equipment, plumbing fixtures, and decorative I I l surfaces and materials. 3. Callings shall be provided with a mein. R-19 fiberglass batt insulation. B-0 XQ-+PPATq uNrr =sa � a xe°Or°R 9. Furmish and supply all materials, labor,and equipment as required to perform and complete the Work indicated in the 4. Exterior wails shall be provided with min. R-1 3 ILA U contract documents and drawings. iftberglass bath insulation. 10. It shall be the contractors responsibility to ascertain 5. Floors shall be provided With min. R-19 fiberglass batt all prevailing procedures including: storage and toilet insulation. facilities, protection of existing work to remain, access to worts I EXIST.STRUCTURE Of COVERED PORCH INCLUDED IN EXIST.ROOF area, hours off permitted work,availability off water and S. [Basement walls shall �®provided with min. R�� I SCREENED P3015 ANELS AND DOOR ADDED 1 SCREENED PANELS AND DOORS ADD®AFTER GO. RUBBER MEMBRANE electric power,and all other conditions and restrictions, Polystyrene rigid insulation. I I for this particular location. ElI I 11.The general contractor shall take every precaution to PROVIDE MSTA30 OR EQUAL UMETAL STRAPS OVER RIDGE protect the existing work to remain. if work to remain becomes TO ROOF RAFTERS @ 16"OC damaged durtn the course off operations, it will be repaired to TOP. RTIESOT PLICABLE IF � COLLAR TIES ARE PRESENT. the owners satisfaction,at no additional cost. I Exler.RAILING >- 12. UJ 1 2.The general con4ra��tit®r shall obtain any and all permits w z required for the performance offthe work, and also Its the L - - - - - - - - - - - - - - - - - - - - - - - - - - - J necessary document with the Department of Buildings in FIRST FLOOR PLAN SECOND FLOOR PLAN LAGUARDIA RESIDENCE LAGUARDIA RESIDENCE _ preparation for permitting. 8.20.14 114"=T-W 8.20.14 1114"=l-(r contractor shall make the necessary ��.The general� arrangements to utilities and services temporarily disconnected while performing the work as required, and maintained for PROVIDE 8-10D COMMON NAILS temporary use. EACH END OF COLLAR TOES TYP. PROVIDE SIMPSON H2/H10 OR EQUIVALENT HURRICANE TIES 14.The general contractor shall do all cutting and TO SECURE ROOF RAFTER TO Chopping for alit subcontractors and orales. PLATE AND WALL FRAME. U 5.The geLOneral contractor shall provide proper shoring PROVIDE SIMPSON LPT4 OR - -- - O and bracing for all rem wining structure prto rem oval off EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATrHISIOR existing Structure. 16.The general contractor shall be responsible for necessary N patching and refinishing of the adjacent properties as required PROVIDE SIMPSdue to contract worh within the project site. OF BO H FL TO UDS OF BOTH FLOORS TO PLATE$ BAND JOIST 0 16"OC TYP. 17.The general contractor will be responsible for schsd0rig all PROVIDE SIMPSON H6 OR (-L-1 U. EQUIVALENT TO TIE WALL STUDS ~�� '� inspecttions as required, including: TO PLATE$BAND JOIST 0 16" ;i - (a)foundation OC TYP. LJ Qb➢rough framing PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD (C)rough electrical TO SILL PLATE . (d)rough plumbing �J_-_.� I.II 'L I�_1_.-�__.L_I� I_ll__I� (f) final finish®DeCtPVC TRIM ffimlishriCal PROVIDE APPROPRIATE METAL �T. PLATE WASHER,NUT$ANCHOR i �l._ L L-_ �__I,_ J1_�l -L _LL;�-_-ll-11-_ - BOLO TO TIE SILL PIAYE TO CEDAR SHIN�LE SIDING I 13.Surplus material of eve Character resultingffrom the work, �T :_t iL. L1 ..IiL. 1_y. 1I __ MASONRY FOUNDATION TYP which may be left over during the work and after the worts is W-W OC FOR 1 STORY,3'-W FOR ( : i l awn and the site left entirely clean 2 STORIES. 12"FROM CORNERS$ LI-1-11L]l -- �_�. .. hall be hauled BOLTS TO BE MIN. ..�_I_I`(_..1 I-1.1__L._t 1-.IL- 11_._l_J . ..-_ I_.._l.. I' i Completed, y y OPENINGS AND I and unobstructed on a regular basis. 12"DEEP. �, �.��� 1 �I ® '' IIII I , _ 1.���.�u�.'� ® ,-!-��-�-�. - NO. DATE REVISIONS TYP.NAILING SCHEDULE 19. Execute the work in a careful and orderly manner with I 1 r I L I _ I_ HLL the least possible disturbance to the public. I � D 9.15.14 PER GARY FISH REQ. L J ;, �l,U� 1_ 1L! - I ( J- ADD NOTE:ACCESSORY STORAGE AS GEOGRAPHIC AND CLIMATE DESIGN CRITERIA ( �� �� !_ - LL� I- �®.The general contractor is solely responsible for construction GEOGRAPHIC - - - --- ---- ---- - -- --- --- - - --- 4s BI 1 L I- 11 I -!1--� I ��-�I-1 U -1-. 1-1- ; 1--1.---1J--�_r..l saffety and shall hold the owner, architect and GROUND SNOW LOAD P I ( - J 120 MPH ___�_--- WIND SPEED RY B 1 . . DESIGN CATAGO I '---, Ll assigns harmless from litigation arising out off the SEIMICERINGRE I 1 _' _- ' ,1 11 Il.l--l_�-- 1 [1]1- I--1�---�I---11_-�--I--�--- WEATHERING SEVERE J.�_L1---1 --�J,.LrI} I.-LI -i..1 l.L -1 LI-11-1 I 1 r1 �_1 J 1 I- l 111-1 -r�-1.111- 1 I.1 -1-� I �}- 11:___ll I I -�-I! contral(�tt®r�ffS101ur�t®�r®VO��011OOe��ffiry�r��tmU(Dt0®ml�alffety FROST LINE DEPTH I (� f TERMITE MODERATE TO HEAVY 1_�J.L1.LLU. .:1_1 J..l�l....l-i_' u.L-1_u..I�,�-1_-.�..L(,IJ.`_L �. .. 1 LI-.I�IJ_J LL .UI 1 1. I- mean�and methods. DECAY SLIGHT TO MODERATE 1 WINTER DESIGN TEMP 1-83 J_ J.. if I ICE SHIELD UNDERLAYMENT REQUIRED L I.U SIJ. .>-_l�U.l�_�1_.�.. �I_ U_.�_IJ. _ �I.L1_ U.�I�I L,L 21. Perform the worts in accordance with the highest standards FLOOD HAZARD AS NOTED L 1,I i H,I I !i I and established practices of the true,and conform to all village, . Mete, and federal authorities having jurisdiction over this work. GREEN _ _ 1 � u_ L specified shall be performed by subcontractors ts / regularly engaged in the supply and installation off W®rl3i SCREEN- � z�•xu•/ V�YIN�• ENDOW wINDOw - - �rxD°oo� ��.Work R FDED FDEJ] FOED ry¶ : WIN00W DOW N7 's i aired by these specifications. LI.J 1 1..11 1_ t 23. It is the intent that the contract documents and bid 4r OPERABLE FIXED PANEL I FIXED PANEL FIXED PANEL 11_-Li LI Specifications include all labor and maternal to accomplish a �`m I � DATE 8.20.1 4 complete installation. il._L .-1. _l�L SCALE AS NOTED :OUng Dspar�msnt Morm0on SIL BwcXONGRADE' ' RIPTIVE OR ENGINEERED: PRESCRIPTIVE � �°`°" DRAWN BY: i C PRESC SQUARE FOOTAGE: STING: PROPOSE® l PLANS & BASEMENT: NA NO CHANGE TO ExiST.SQ.FT.OF STRUCTURE AS PER C.O.ISSUED 2.29.84 ELEVATION FIRST FLOOR: 598 SQ.FT. LAGUARDIA RESIDENCE SECTION SECOND FLOOR 598 SQ-FT. 8.20.14 1/4"=V-W ATTIC NA DESIGN LOADS: ROOF-DEAD LOAD 20 PSff SNOW LOAD 45psff SECOND FLOOR NON SLEEPING AREA- DEAD 20psff LIVE 40psff ATTICS WITHOUT STORAGE-DEAD 10psff LIVE 10 pSff WITH STORAGE;DEAD 10 psff LIVE 20 pSf / STAIRS:DEAD 10 psff LIVE 40psff GUARDRAILS$HANDRAILS:DEAD 5psff LIVE 200psff WIND ZONE 120 mph,Zone III-WITHIN 1 MILE FROM COAST,MISSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 1/2"PRECUT PLYWD.PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS,APPROPRIATE ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING. LUMBER SPECIES$GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE F5 e 1450 Psi ENGINEERED LUMBER LVL 1.9E F5 2600psI&117/8"T,II 580 SERIES MAX.VERTICAL SHEAR 250 ISS. NAILING FLOORS-1 LAYER 3i4"CDx PLYWD.$1 LAYER 1!2"PTS FIN.SURFACE WALLS-1 LAVER 5iS°CDx APA RATED,NAILED WITH SD�4"O.C.�EDGES,S"O.C.�INTERIORS IF PNEUMATIC GUN IS¢DEED NAILS SHALL BE.®97 .®9913/4'3"O.D.EDGES,B"O.C.INTERIOR ROOF-1 LAYER 3/4" ®x APA RATED NAILED WITH 8D 4"®.�. EDGES,5"O.C.INTERIORS.IF PNIEUMATIC GUNS ARE USf�D NAILS SHALL BE.®97-.�99 NAIL,17/8 3"O.C.EDGES,8"O.C.INTERIOR. _ - Gonora� dotes scoops of Work REMOVAL OF INTERIOR PARTITIONS AND ADDITION 1.All work shall be performed in strict accordance with the OF HANDRAiL TO CARING E)ISTING STRUCTURE INTO rules and regulations of the Southold or Riverhead Building COMPLIANCE AS ACCESSORY BUILDING AS INSPECTED Code and the New York State codes having juesd'Icttion over FOR C.O.DDATED 2.29.54 any portion of the work. AddMond Goo nstruc on 1Nootcas 2.The general contractor and all subcontractors shall visit 1.Ail portions of the proposed structure shall comply with the site and verify all dimensions and the existing conditions the[wilding Code of the State of Neter York and the r1 covering or affecting the work prlor,to construction.Any Residential Code of the State of New York. discrepancies or omissions which would interfere with the 2.All portions off the proposed structure are designed to DOST.3ND°w P08T8wALL O09T.iwIND°w - satisffactoily completion off the Dfa'I®rl�described herein shall be I� 2TxaTDN 37'X 4r reported to the architect or property owner. comply with local geographic��d climactic criteria as � UPRIB I I I stated in the adjoining table. E70 .� w - q ,�1,, I�, {y �{y I�, ® E7a8T.8TAMG18E- oJ. [teff®re starting�r®U W,the Contract®r shall mal3e BM DET. PAF,RovF RZ1 Ra orATE A8S N _ RELorwTEDAS PER �.All stru ral elements are designed to be adequate ffor I I / APPROVED ABPER C.O. thorough examination off those portions off the structure in which °"�°��` VANRY the work is to be performed, checking ail the a ground snow load off 45 psi,and wind speed off 120 EXIBf.RAR B DATEMABPER PEAMR 0z12206 i INCLUDED M - � � � � C.O.DAZED 2.2AB{ adjoining or underlying locations. Report to the architect or mph. _ _ - I II = g b property owner any and all conditions which may interfere with = or otherwise affect or prevent the proper execution and 4, Footings shall ��at�minimum Off���below finished I I I L � completion of the work. Do not start the work fjntl sU&l ,V;n gFeds. �x I � - - _ conditions have been examined and a coursd 6f4ctib�O,dtu� ll� ' _;r, , . ,,, ..•�;f 0 red concrete shall have a compressive strength of � �� - � � agreed upon. � + ,� , � - ,� .t° . ay. �peal at 28 days. �- 4" Failure to nOtiffy the architect or tIi/ P� r:` ff'~p��ata ..n t,. n n �.`ill �1�4�s shall be preservative treated wood and be conditions will be construed as an acce�tan a ,° ° . =e . _ _ 60 properly perform 4hemequ�ire1411 work. '!,-''yi 4, �$�. p j om it (fid above 16 oz copper termite shield. X I / ALL ExIST.PAR,,,,DN8 mA13FED LwEB)ARE,D BE RENDVED 5.The execution of the work constitutes acceptance of the 7. Shingle siding shall conform to ASTM D 3679 � _ _ _ � L � fi ________ conditions. Later claims will not constitute relief from the requirements and be installed in accordance with the y - - 11 L- ���_ EXIBT.ARBOR-BUILTAF7 II h �p (��y�{�, I,�,h (� C.O.DATED 2.2o.e4 I I �y [� �1�, ,I� ,,,,(y �y �1 requirement off 6h�U��IdVn�Code®II 6110 St4�16�s®II New E108T.BEWDATLLBTRU AND(CODED IN 0.DPER 1�I requirements oil the work, nor will extra compensation�6ion be paid SART��ADDED APTER c.o. �iYIED DA,FD Y20.n AND wDUAEDw Co.DATFD �ARI,TIDN wALLADOEDAFIERco. FAM PDBI8 oN MABDNkIVI s� I � by the owner. York and manufacturers specifications.iCati(�ns. \ - - - - PATIOwr4,rrxr BEAM _ �� TMEj� II II J -lam !0'D.D. lot (� h d d fi ¢ 11�, 8.An ice shield Of self adhering polymer modified ,� � gy PDBrawAIL �,All�®rlS is t®COnff®n5hl with drawings and specifications off the -cELOTFX INsuuTED BNEATNINo N architect���engineer consultants. bitumen sheet shall extend from the cave's edge to a min. of 241nsids the exterior wall perimeter. X II II 7.The general contractor is to maintain a complete and up to date set of drawings on the fob site at all times, Enor'gy c oo nseryaloo n Nootas including contract documents and specifications. UNFINISHED UfILRY ROOM � II NN 8.The contract documents and drawings are not to be 1.All building envelope components shail comply with o b X scaled under any circumstances. Field approvals by the Chapter 6 of the Energy Conservation Code of the State kI ( N N architect or owner are required are required for final locations of of New York. a axWrior and interior partition walls,wall openings, electrical outlets and devices Including light Mures, mechanical devices 2.Ail glazing shall have a max. U Factor of"40. and equipment, plumbing fixtures, and decorative I I NII surfaces and materials. 1{3. Callings shall be provided with a main. R-19 fiberglass batt insulation. C-0 XC-10 PATIO RUNR - 9. Furnish and supply all materials, labor, and equipment as required to perform and complete the work indicated in the 4. Exterior walls shall be provided with min. RA 3 U1i Ll z contract documents and drawings. fiberglass batt insulation. I 10. It shall be the contractor's responsibility to ascertain 5. Floors shall be provided with min. R-19 fiberglass batt I W all prevailing procedures including:storage and toilet insulation. facilities, protection of existing work to remain, mess to workI FXOTf.BTRUCRIRE OF COVERED PORCH INCLUDED M area, hours off permitted world, availabil°uty of water and S. Basement walls shall be provided with min, Reg I PERMRiZ12MAND C.O.DATED 229Melectric power, and all other condMons and restrictions, polys�rene rigid insulation. I SCREENED PANELS ANDDOORBADDED AFIERC.o. RUBBERMFAIBRANE for this particular location. • 0 I .The general contractor shall false every precaution to PROVIDE MSTA30 OR EQUAL METAL STRAIPS OVER RIDGE protect the existing work to remain. If work to remain becomes TO ROOF RAFTERS @ 18'OC TYPdamaged during the course of Operations, it will be repaired to COLLAR TIES ARE PRESENT. the owner's satisffaction, at no additlonai cost. J I EO(ISf.RAILWO O 12.The general contractor shall obtain any and all permitsI � I Z re4�uiredfor the performance Offthe wOrls, and also fOl®the L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J W necessary documents with the Department off Buildings in FIRST FLOOR PLAN SECOND FLOOR PLAN Z preparation for permitting. 8.20.14 IA RESIDENCE V-WE LAGUARDIA 1/4 ==NCE 8.20.94 114'=9'-0' 8.20.14 1/4'=1'-0' f � v 13.The general contractor shali mare the necessary arrangements to utillties and services temporarily disconnected while performing the work as required, and maintained for PROVIDE 8-10D COMMON NAILS temporary use. EACH END OF COLLAR TIES TYP. PROVIDE SIMPSON H2/H10 OR EQUIVALENT HURRICANE TIES 14.The general contractor shall do all Cutting and TO SECURE ROOF RAFTER TO Chapping for all subcontractors and trades. PLATE AND WALL FRAME. U general contractor shall provide proper shoring PROVIDE SIMPSON LPT4 OR �.The gene p EQUIVALENT TO TIE RIM BOARD O,^ and bracing for all remaining structure prior to removal off TO DOUBLE PLATE TYP. V existing structure. N 16.The general contractor shall be responsible for necessary � patching and refinishing of the adjacent properties as required PROVIDE SIMPSON HB OR EQUIVILANT TO TIE WALL STUDS due to contract work within the prgsct site. OF BOTH FLOORS TO PLATE 8 BAND JOIST @ 18"OCTA 17.The general contractor will be responsible for scheduling all EQU�ADLEE(IMPSON TIE 6WALL OR snlDs inspections as required, including: TO PLATE&BAND JOIST @ 18" (a)foundation OC TYP. (b)rough framing .PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD (C)rough electrical TO SILL PLATE Qd➢rough plumbing - (a)final electrical PVC TRIM TYP. � (ff)finish PROVIDE APPROPRIATE METAL PLATE WASHER,NUT&ANCHOR `l S. Surplus material of eve Character resultingfrom the work, BOLT TO TIE SILL PLATE TO CEDAR SHINGLE SIDING MASONRY FOUNDATION TYP which may be left Over during the work and after the work is V-0'OC FOR 1 STORY,Y-W FOR completed, shall be hauled away and the site leftentirel OPENINGS ANN Clean 2 STORIES. FROM CORNERS D BOLTS TO BE MIN.. and unobstructed on a regular basis. 12'DEEP. I1-T-1NO. DATE REVISIONS 19. Execute the work in a careful and Orderly manner with TYP.NAILING SCHEDULE i the least possible disturbance to the public. 20The general contractor is soler responsible for construction GEOGRAPHIC AND CLIMATE DESIGN CRITERIA RAILING.FIAT ROOF GROUND SNOW LOAD 45 psi safety and shall hold the owner, architect,and WIND SPEED 120 MPH assigns harmless from litigation arising out of the SEIMIC DESIGN CATAGORY B WEATHERING SEVERE contractor's failure to provide necessary construction safety FROST LINE DEPTH 38" TERMITE MODERATE TO HEAVY means and methods. DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP 11-83 EIE ICE SHIELD UNDERLAYMENT REQUIRED 21. Perform the work in accordance with the highest standards FLOOD HAZARD AS NOTED and established practices of the trade, and conform to all Village, �+ state, and federal authorities having�urusd'ictlon over this work. 22.Work specified shall be performed by subcontractors rrxDO regularly engaged in the supply and 'installation of worts %.......... DOOR ww00W wINpOW NANDOW wIICOw required by these specifications. 23. It is the intent that the contract documents and bid AKE iurryFUM PANEL FIED P. FD®PANEL specifications include all labor and material to accomplish a \�noRro DATE 8.20.1 4 complete installation. II II I I I \ SCALE AS NOT ED oufldhg DaUaftenL {oumafian BRICK cX oN GRADE BRXaoN JCWBY PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE SQUARE FOOTAGE: F�CISTING: �R®�®s�D BASEMENT: INA INTO CHANGsE TO EXIST.SO.Fli.OF STRUCTURE AS PER C.O.ISSUED 2.28.84 N & s FIRST FLOOR: 598 SQ.IFT. E GUARD(ON SECOND FLOOR 598 SO FT 820.14 DIA RESIDENCE T-WE SECTION 8.20.14 9/4"=1'-0' ATTIC NA DESIGN LOADS: ROOF-DEAD LOAD 20 PSff SNOW LOAD 45PSff SECOND(FLOOR NON SLEEPING AREA- DEAD 20psff LIVE 40psff ATTICS WITHOUT STORAGE-DEAD'IOpsff LIVE 10 psf WITH STORAGE;DEAD 10 pSff LIVE 20 psff STAIRS:DEAD 10 psff LIVE 40psff GUARDRAILS&HANDRAILS:DEAD 5psff LIVE 200psff WIND ZONE 120 mph,Zone III-WITHIN I MILE FROM COAST,M4SSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 1/2'PRECUT PLYWD.PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS,APPROPRIATE A � 1 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING. LUMBER SPECIES&GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GR_ 1 50 PSI ENGINEERED LUMBER LVL 1.9E Fb 24300psI&'I'I-7/8'TJi 5430 SERIES MAX.VERTICAL SHEAR 2050 IrsS. NAILING FLOORS-9 LAYER 3/4'CDA PLYWD.&U LAYER I/2'PTS FIN.SURFACE WALLS-I LAYER 5/5'CDX APA RATED,NAILED WITH 8D @4'O.C.@ EDGES,43'O.C.®INTERIORS IF PNEUMATIC GUN IS USED NAILS SHALL BE.097-.0991-3/40 W O.C.EDGES,S'O.C.INTERIOR ROOF-'I LAYER 3/4'CDX APA RATED NAILED WITH 80 @ 4'O.C.@ EDGES,5'O.C.INTERIORS.IF PNEUMATIC GUNS ARE USED-NAILS SHALL BE.097-.099 NAIL,'I-7/8',3'O.C.(EDGES,6'O.C.INTERIOR.