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HomeMy WebLinkAbout36840-Z " Fat Town of Southold Annex 8/3/2012 ©�$u�Fot,��o Gym P.O.Box 1179 CM 54375 Main Road o -V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35866 Date: 8/3/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1085 Gin Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 88.-4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/14/2011 pursuant to which Building Permit No. 36840 dated 11/2-8/2011 -. 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: enclosed porch addition to an existing one family dwelling as applied for. i' n The certificate is issued to Friedman,Michael&Friedman,Ilana (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36840 7/24%12 PLUMBERS CERTIFICATION DATED t rized ignature �gaFFn�,r� TOWN OF SOUTHOLD moo �Gs BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36840 Date: 11/28/2011 Permission is hereby granted to: 'Friedman, Michael & Friedman, liana 56 Cambridge Rd Great Neck, NY 11023 To: construct an enclosed porch addition to an existing dwelling as applied for At premises located at: 1085 Gin Ln, Southold SCTM # 473889 Sec/Block/Lot# 88.4-9 Pursuant to application dated 11/14/2011 and approved by the Building Inspector. To expire on 5/29/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $252.00. CO -ADDITION TO DWELLING $50.00 Total: $302.00 Building 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: & 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 2110 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, 19�7) 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 eompleted 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. ©V a sc) ZO l 1 New Construction: Old or Pre-existing Building:" (check one) - - Location of Property: _ /O g5 �� A/ a t . J&u,* , House No. Street Hamlet Owner or Owners of Property: l,;,t eM a.e—�_ Suffolk County Tax Map No 1000, Section $fr Block Ll Lot Subdivision Filed Map. Lot: Permit No. L162 Date of Permit.f/-,28 — // Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 7Gq,.,its�.tr S Applicant Signature ' o��pF SO(/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richert(D_town.southo Id.ny.us Southold,NY 11971-0959 CDUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Freedman Address: 1085 Gin Lane City: Southold St: NY Zip: 11971 Building Permit#: 36840 Section: 88 Block: 4 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Express Electric License No: 3653-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 1 HID Fixtures ' Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect ri Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: PORCH, 1-paddle fan Notes: Inspector Signature: Date: July 24 2012 81-Cert Electrical Compliance Form.xls 1 Of SO!/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OU DATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f A DATE �� INSPECTOR OF SO(/T,�,�� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] UNDATION 2ND [ ] INSULATION - FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OUCH) [ ] ELECTRICAL (FINAL) REMA -P/w tf&1- DATE -4 INSPECTOR, OF SO(/l�olo Ol7`oUIY1 !' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION l ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L G DATE j.Z� -INSPECTORZ-' ����� OF SO(/T�OIo rp cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE /-Z- Z INSPECTOR OF SO(/ryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION [ XFUNDATION TION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION NG/STRAPPING [ j FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r A i r r DATE INSPECTO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [;,- FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Lod, FIELD INSPECTZ4N REPORT DATE COMMENTS r FOUNDATION(1ST) FOUNDATION(2ND) tz ROUGH FRAAnNry& 'y PLUMBING —717 INSULATION PER N.Y. • STATE ENERGY CODF 4z FINAL ADDrrIONA WOMMNTS z • rn z e �5 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.D.E.C. Trustees Flood Permit Examined 20A_ Storm-Water Assessment Form Contact: Approved 4204— Mail to: Disapproved a/c Phone: Expiration i Building Inspector ATION FOR BUILDING PERMIT Date 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 N`l( e( al. I L&A&— rT IivkM&IV 1 (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: log-6 C4 10 (a!- House Number Street Hamlet County Tax Map No.•1000 Section $' Block Lot Subdivision Filed Map 1 o. Lot 2. State existing use and occupancy of premises and inter}fled use and occupancy of proposed construction: a. Existing use and occupancy A no1lt?. YQS,deA_re_e, b. Intended use and occupancy Sam g W a4LOI Q!�a i3Oorcl�_ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost A 'I ig I Ova Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories - Dimensions of same structure with alterations or additions: Front 1 °,"',Rear. ' Depth Height Number of Stories = 8. Dimensions of entire new construction:Front Rear Height Id I-ej ti Number of Stories - 9. Size of lot:Front Rear _�, Depth 106. 0 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 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 14.Names of Owner of premises fr(eA ctVA-\ Address So 0+K0 Phone No. F.1'Name of Architect C L s�L Address 1�-W tVC. ,1 Phone No Name of Contractor -r,f2 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 QEjtEQUIRED. 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 NOX * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 00,V1 � being duly sworn,deposes and says that(s)he is the applicant (Name of indi idual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York S He is the No.01 BU6185050 ( ) �CSIG nuAllfind in Suffolk Counbf (Contractor,Agent,Corporate Officer,etc.) Commission Expires April 14,2p__YZ 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. Swotol�,efore me this 1` day of f-�C`�Ve,` L� "20_ Notary Public Sig(aure of AVplicant • i 1 i Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.Mr. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A �j e& STORM-WATER,GRADING DRAINAGE AND EROSION CONTROL PLAN ct on CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain Ali Storm-Water Run-Ott i (induce Total Area of all Parcels located within Generated by a Two(2')Inch Rainfall on Site? the Scope of Work for Proposed Construction) S.F.Mans) (This item will Include all nun-Off created by side b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all i and/or Ground Disturbance for the proposed �O Site Improvements and the permanent creation of i construction activity? (s.F.raaea) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION wmareAddisonmPam w Needed) 2 Does the Site Plan and/or Surrey Show All Proposed Drainage Structures Indicating Size&Nation?This El Item shall include all Proposed Grade Changes and Pro aS e, 0061,0S 0( Slopes Controlling Surface Water Flow. r 3 Does the Site Plan and/or Survey describe the erosion ®mil— y'✓0.0{,L� O Q�I!�'h �� and sediment control practices that will be used to control site erosion and stomr water discharges. This C t?� item must be maintained throughout the Entire Construction Period. r 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more then 200 Cubic Yards of Material within any Parcel? c 5 Will this Application Require Land Disbutbing Activities Encompassing an Area in Excess of Five Thousand (5.000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the General DEC S[hiPPP Reaniremertts: Site? Is this Project within the Trustees jurisdiction a Lin' orwithin One Hundred(1W)feet of a Wetland or Submission of a SWPPP is requred for all Constnrcfbn activities Involving soil Beach? { disturbances of one(1)or more acres; including disturbances of less Ulan one acre that 7 WlII there be Site preparation on Existing Grade Slopes past of larger common plan that will ultsail discus o or more aces of land; which Exceed Fifteen(15)feet of Vertical Rise to including construction activities involvingsoli disturbances less of less than one(1)acre where Otis Hundred(100')Of Horizontal Distance? the DEC has determined that a SPDES permit Is required for scorn water discharges. I SWPPP's Shall most the Nlintmurn Requlrmrunba of the SPDES General Permit 8 Will Driveways,Paddng Areas or other Impervious tar Storm Water Discharges from Construction activity-Permit No.GP-040.OM.) Surfaces be Sloped to Direct Storm Water Run-Off 1.The SWPPP shall be prepared prior tp the submiUel of the NOL The N01 shag be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of oonshnifon activity. 2 The SWPPP shag describe the erasion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-cDnsMJMM storm water management practices that will be used aridfbr Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder E] compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(rhrc rte,r,win NOTrndude the rrrsteue9on of Gdrarv+v�►mrorn) identify potential sources of pollution which may reasonably be expected W affect the quality of smmr water discharges. NOTE if Any Answer to Questions One through Nine is Answered with a Check Mark 3.Ail SWPPPa that require the post-construction onstruction storm water management practice in a Boot and the construction site"disturbance Is between 8,001)SF.d.1 Aare in area, component strait be prepared by a qualified Design Professional Licensed in NewYcrk a Stonn•Water,grading,Drainage&Erosion Control Plan is Requlred bytheTowa of that is knowledgeable In the principles and practices of Storm Water Management Southold and Must ba Submitted vJ_ff�io to Issuance off Building Permh. (NOTE: AChwkMa*(�and/or N plmenppP-U-) Nkffi.York No.0i B STATE OF NEW YORK, Quallfieti in S 6185060 COUNTY OF.......�...................................SS Commission Expires Suffolk County ou ty /fiat I,........pa n .....l.DW q:Q �• .-. ....."..being duly sworn,deposes and says that he/she is the applicant for Petinit, (Name of in ' uef sigrrtng D ) And that he/she is the ...............................................D251 wner.contra coog ate etc.) .......................................................... Owner and/or representative of the 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 herewith. Swom to before me this; ...............1..: ..............\' y f •�V ........ 20 . J.'J /� � � rwP NotaryP'ublic: ..1�.�1............................... . ...... ............................ . . (S.g. of .9... ........ FORM - 06/10 rs Town Hall Annex Telephone(631)165--11802 54375'MainRoad H roger.richerttown1soU5#hOld.nY.US. P.O.Box 1179 �OQ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: h® Company Flame: 'Name: License No.: Address: Q© 3o 6 a Phone No.: G' its JOBSITE INFORIVI-AT. ION: (*Indicates required information) *Name: rre— e. b rr►'1 r4 AID *Address: IDS S 65irJ L'O'L Ate— e30Ut lD. tj-Y, `T *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block. Lot: *BRIEF DESCRIPTION OF WORK (Please'Print Clearly) Po r c, (Please Circle All That Apply). *Is job ready for inspection: /-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 *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION R7;Pnn+-2et f y Incnartinn Fnnn o��OF SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • �O ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 24, 2012 Michael Friedman PO Box 1059 Southold, NY 11971 Re: 1085 Gin Lane, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. our contact electrician ( v ) 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. BUILDING PERMIT: 36840 — Enclosed Porch I i fREIDMAN RE51DENCE z a 0 L — lU I W O W — Z Lu I Z 0 c) m I z Q o m � o � Qw o z z = O :�i z Z O I -Lz D CWI55 CWILIL I55 GWI55 co CW155 CWI55 � O ° J 1 Lu U BACK ELEVATION 'z oF- _ o SCALE: ill = 1 '-O" (f Q LU LL o° I Q - C) OL LL - ` APPROVED AS NOTED NOTIPY BUILDING DE ARTMEN"T 7W48M 8 AM TO 4 PM FOR U FOLLOWING INSPECTIONS: Z � I. FOUNDATION-TWO REQUIR FOR POURED CONCRETE 2 ROUGI+-FRAMING,PLUMBING a/ UI `0 Ln 9TRAPPiNG. ELECTRICAL& LL_I Z 3 INSULA-TtON , r 4 FINAL-CONSTRUCTION &n_ F_1,I9r.ftt_ J m MUST BE COMPETE FOR Co ALL CONSTRUCTION SHALL K56T-fyt VOUIREMENTS OF THE Cones &r NSW YORK STATE NOT RESPOINV;" rbe— U z } F"29 C155 LC155c155 I�SIGNOR CONSTRUCT IOtJ C155 C155 C155 C155 U Ord ' Q z iUPANC`� OR z o UNLAWFUL cn k1fl BOUT CERTIFI /� OF N o i O CCUPANCY �P�S f D F�, LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE: SCALE: u 6.J- IL. I1 ��0 072 d ��! PAGE: IN PECTION REQUIRE® �°FES � I i C, I \ w z ° . o Q — z Lu � z ono i Q / EXISTING HOUSE t STRUCTURE Z TO REMAIN O z 0 � o o m / .z TYPICAL BOTH LAYOVERS- � � \ 11 O BOLT TO RAFTERS W/8" yO� I w LAG BOLTS WASHERS �,2 ! �� z LU Q z z _ d —15 I ° I U g p 0 . Q= zktz Z\ \ EXISTING WINDOWS \ In O EXISTING I TO REMAIN g ° i � . — . — . — . . — . — . — . — . . — . — — . — . — . — . . — - — — — -- -- REMOVE EXISTING N ------------- 5WN OVERHANG WITHIN ROOM ---------- — — '— — — — _ FWH2968 2- 2"X 8" C.T. v N EXPOSED Ib NEW 3-SEASONS ROOM p• n_ I CATHEDRAL CEILING rW a I " v v o z cm w Z i 2- 2"X 8" C.T. ��L NEW FLOOR AREA: 130 5q.ft. F SECT1T10N b u N EXPOSED b N (UNHEATED SEASON ROOM) o - WALL LEGEND:in W Q i NEW 2"X 8" R R. I ,� IN I @ 16" O.C. —� - O WALL TO REMAIN CZ GWI 5 GWI 5 GWI 5 CW1 5 GWI 5 J ---- TO BE REMOVED Q w cn ---- O I/2" 2'-4 I/2" 2'-4 1/2" 2'-4 I/2" -9 I/2" 19'O NEW CONSTRUCTION Oo 2"X 4" 5TU D FRAME EXTERIOR- LU � R-15 INSULATION 2'GYPSUM BOARD ELE anoN ON INTERIOR SIDE; I LAYERS PLYWOOD SHEATHING, FLOOR LAN STONE VENEER FROM GRADE TO WINDOW SILL HEIGHT, CLAPBOARD SIDING ABOVE SCALE: ill = I '-O" EXISTING BASEMENT PROVIDE 2- 14"X 9 L' LVL HEADERS AREA TO REMAIN PROV. EPDXIED#4 STEEL ABOVE ALL WINDOWS* DOORS � UNLE55 OTHERWISE NOTED; MATCH REBAR VERT. @ 12"O.C. NEW WINDOWS TO EXISTING HEADER INTO EXISTING FOUNDATION HEIGHTS PROVIDE ACCESS INTO WALL* NEW WALL ABUTTING ALL WINDOWS TO BE ANDERSON U NEW CRAWL AREA (TYPICAL BOTH SIDES) 400 SERIES CASEMENTS WITH z TEMPERED GLASS; FINISH, LOCKS — 1\ z # HARDWARE TO MATCH EXISTING a A, O PROVIDE VENTS 5 WINDOWS; PROVIDE FULL DCTERIOR I I IN FOUNDATION AS U z REQUIRED BY CODE L1J CRAWL SPACE - I z0 C I ' I . WITHIN NEW CRAWL SPACE: b (3 I o; DAMP PROOF PERIMETER ( ) 4 P. CONC. SLAB ON O I OF FOUNDATION WALL COMPACTED FILL; N I (TYPICAL NEW AREAS) z U O } secnoN I I R-19 INSULATIONI — z 3 A I z aU DIAMETER ANCHOR BOLTS FOUNDATION WALL LEGEND: U z I I I •: e" Q � ' W/7" MIN. DEPTH 48"O.C. z z C EXISTING FOUNDATION v s W/MIN. 3'X3'S<i"WASHER @ PLATE WALL TO REMAIN `J ______ OUTLINE Of DECK TO W BE REMOVED 8" POURED CONCRETE _OF NFL, FOUNDATION WALL �P�s DFFR yO,Q BACR WITH P-4" X 8" FOOTING ELEVATION r •� � 0 y ' _ Jf FOUNDATION FLAN �oA�0. 72 � � PAGE: SCALE: 4' = I '-O" ss 2 NAILING SCHEDU LE GAF 30 YEAR ARCHITECTURAL 2001 58C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL A5PHALT ROOF 5HINGLE5 W/ 15# JOINT DESCRIPTION NAIL QUALITY NAIL SPACING FELT OVER B" CDX PLYWOOD WITH ; --------- ICE *WEATHER 5HEILD @ PERIMETERS ROOF FRAMING -- VALLEYS RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 2"X I O" RIDGE W/ 10'-0"WALL:4-8d_ PER RAFTER_ W _ CEILING JOIST TO TOP PLATE TOE NAILED _8'-_0"WALL:3-84_ PER JOIST 5IMP50N C520 CONNECTOR NEW CONSTRUCTION TO ALIGN ~ 10'-O"WALL:4-8d PER JOIST C". ALL RAFTERS) O CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP APPROX. RIDGE WITH EXISTING-MATCH z CEILING JOIST LAPS OVER PARTITIONS_tFACE NAILED_ SEE TABLE 3.7 EACH LAP FASICA/SOFFIT, PLATE*WINDOW *� Q COLLAR TIE TO RAFTER !FACE NAILED SEE TABLE 3.4 PER TIE HEADER HEIGHTS a O G R 3 - Z BLOCKING TO RAFTER TOE NAILED 2_8d EACH END _ _ \6 O//VS�/ - O RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH_END C B THRU �� @ `�T/0 U Z - 0 WALL FRAMING C.T. R.R. �r X _ 51MP50N H7 CONNECTOR w N - (f) Q - Z TOP PLATE TO TOP PLATE !FACE NAILED 2-1 Gd PER FOOT PLATE HEIGHT 2- 2"X 8"C.T., EXPOSED FINISHED 2- 12H X 9 2" LVL HEADER; TOP PLATES AT INTERSECTIONS FACE NAILED 4-I Gd JOINTS-EACH SIDE PROVIDE 51MP50N C520 •• •• •• •• - --- - -- ----- - - — --- WINDOW HEADERS STUUDD TO STUD _'FACE NAILED _ 2-1 Gd 24"0/C _ STRAPPING ABOVE ALL HEADER TO HEADER _ MACE NAILED —1 Gd I G"_O/G ALONG_EDGES I'- Z WINDOWS * EXTERIOR DOORS w TOP OR BOTTOM PLATE TO STUD END NAILED 2_I-Gil PEP 2X4 STUD J w 3-I Gd PER 2XG STUD 3-SEASONS ROOM U Li } 4-1 Gd PER 2X8 STUD_ N UNHEATED 2"X 4"STUD WALL @ C) N Q m —. --— - - - BOTTOM PLATE TO FLOOR JOIST, — I G°O.C. W/ R-15 INSULATION BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-I Gd '— PER FOOT Ln FLOOR FRAMING ^ CD NOTE: W/''TYVEK' O SE WRAP;ING I JOIST_TO SILL,TOP PLATE,OR GIRDER i TOE NAILED_ _4-_8d PER JOIST ALIGN FINISH FLOOR HEIGHTS CLAPBOARD 51DING BRIDGING TO JOIST_ TOE-NAILED— 2-8d EACH END _ _ NEW WITH EXISTING Q BLOCKING TO JOIST TOE NAILED 2 Sd EACH END STONE VENEER; SLATE FLOOR ON MUD p - 13LOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK 5EE DETAIL - - - w LEDGER STRIP TO BEAM —FACE NAILED _ 3-_I 6d EACH JOIST FLOOR HEIGHT OVER 4" PLY. SUBFLOOR O JOIST ON LEDGER TO BEAM I TOE NAILED PER JOIST r 2"X G"ACID 51 LL PLATE BAND JOIST TO JOIST 1 END NAILED 3-1 Gd PERJOIST f OVER TERIMITE SHEILD co BA J --- 1ST - --- - -- - - - — ------------ R-19 INSULATION BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT GRADE OVER 5I LL SEAL; w ROOF SHEATHING 2"X 8" F.J. @ I G"O.C. = z Z PROVIDE SIMPSON CS20 U g O STRUCTURAL PANELS NEW CRAWL SPACE W/ LPT4 CONNECTORS z - 4'PFRIMFTFR EDGE 70NF_ I G"O/C-G"AT PANEL EDGES 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD QLnj INTERIOR ZONE- II G"O/C-0 AT PANEL EDGES AND 1 2"AT � FOOTING DEPTH 4" P. CONC. SLAB ON �" DIAMETER ANCHOR BOLTS Z 03 D 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD COMPACTED FILL W/ 7" MIN. DEPTH @ 48"O.C. g �_ O FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-O"PERIMETER W/ MIN. 3"X3'k�"WASHER PLATE EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 8 @ CEILING SHEATHING NEW 8" CONCRETE BLOCK .. ---HE — GYPSUM WALLBOARD --5d COOLERS 7"EDGE/1 O"FIELD FOUNDATION WALL W/ WALL SHEATHING P-4"X 8" d. FTG.; PROV. STRUCTURAL PANELS 8d WEDGE ZONE_ I G"O/C-G"AT PANEL EDGES AND 1 2"AT 2-#4 REBAK IN FOOTING W INTERMEDIATE SUPPORTS IN THE PANEL FIELD_ --- OWICAL ALL AR)=AS) / 1 8d INTERIOR ZONE. I G"O)C-G"AT PANEL EDGES AND 1 2"AT \J INTERMEDIATE SUPPORTS IN THE PANEL FIELD BUILDING SECTION "All W ZO FIBERBOARD PANELS 7/I G" 6d 3"EDGE/G"FIELD 25/32" 8d 3"EDGE/G"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/1 O"FIELD SCALE: 4" = I '-O" _ p 8d 4'FDGF 70NF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT r^ Q HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD V J 8d INTERIOR 7ONF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT LU INTERMEDIATE SUPPORTS IN THE PANEL FIELD GENERAL NOTES: R/ 0 FLOOR SHEATHING STRUCTUPALPANELS=1"OR LESS 8d G"EDGE/12"FIELD— -- • The information on this set of construction documents is to relate basic desI in FRAMING NOTES: _ z _Llw _ ' Nailing requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain in and framing details. They are intended as a construction aid, not as a g higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center load path. current New York State building codes. The general contractor is responsible for C) O providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation W a- When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd na rr foot. finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' ,�/- — - ' Corrosion resistant I I a e rooB nails and I G—a a st les are &Z permitted,check IBC for additional re uirements. , I • General contractor to coordinate all subcontractors, scheduling of work and •interaction between trades. All straps, connectors, plates, bolts. Wads, etc. are to be galvanized. Designated connectors,straps, etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be • The contractor is responsible for ensuring that all work and construction meets nailed/bolted in accordance with the manufacturer's specifications. DESIGN LOAD CALCULATIONS or exceeds current federal, state and local codes, ordinances and regulations,etc. These codes are to be considered as part of the specifications for this budding plane. • All floor sheathing is to be 4'AC type plywood,tongue t groove and shall be glued and screwed to MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lbsf) the floor joists(G"o.c. edges t 12"o.c.field) • If in the course of construction,a condition exists which disagrees with that as EXTERIOR BALCONIES GO Indicated on these drawings,the contractor shall stop work and notify the designer #the en ineer immediate) Should he fail to follow this procedure and continue work, • Solid blocking is to be installed every 8'-0'max. or mid span of all floor joists with spans exceeding DECKS 4O g y' p 8'-0". Blockin is to be Installed at all point load bearin points. ATTICS WITHOUT STORAGE 30 he shall assume all responsibility and liability arising therefrom, 9 p 9 ATTIC5 WITH 5TORAGE 40 • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. • Install double joists under all partitions running parallel r l• ROOMS(OTHERTHAN SLEEPING ROOM5) 40 The des) ner has not been en a ed for construction supervision and assumes nio U SLEEPING ROOMS 30 g g g p All exterior wall headers to be 2-LVU5 as indicated on floor plans t sections and all interior z responsibility for construction coordinating with these plans, nor responsibility for headers are to be 2-2'x 8"unless otherwise noted. All headers exceeding 5'-O"shall have a double r construction means, methods,techniques, sequences or proceedures or for saftey jack stud with a single king stud>t on exterior walls provide double sill plate(typical). CRITERIA FOR CALCULATION OF DEAD LOAD precautions and programs In connection with the work indicated. There are no r n� warranties for a specific use expressed or implied In the use of these plans.ACTUAL EIGHTS OF MATERIALS REFERENCED TO A.I.A. • Provide insulation baffles at cave vents between rafters and soffit vents as indicated LL L0 W ARCHITECTURAL GRAPHIC 5TANDARD5 • Contractor to provide hardwired smoke detectors,with battery back up,and with on plans W z t" no intervening switches• on all floors and in each bedroom.Verify with local code �— requirements as per Section R317 New York State Residential Construciton Code. • Exterior flashing is to be adequately installed at all connections between roofs,walls, ---� m SNOW Install carbon monoxide detectors as per code. chimneys, projections and penetrations as required by approved constrction practices. Q GROUND SNOW LOAD 145 lbs. (� FOUNDATION NOTES: FLOOR PLAN NOTES: �-- z o I SEISMIC • General contractor to review plans, elevations and details to determine } P • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS DE51GN CATEGORY B Intended heights of finished floor above typical grade. Z • All interior walls to be covered with z"gyspusm board with metal corner reinforcing. All z z WIND • Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/sc�.ft. drywall products, including gypsum board, screw,joint compound,tapes t.trim shall be U.S. p WIND SPEED 120 mph Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final s • Concrete shall be FC = 3,500 PSI @ 28 days coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and (^ 0 16— EXPOSURE CATEGORY B spackled, 3 coats, ready for paint. V J • Concrete on 4'sand or gravel fill minimum, with GxG- 10/10 welded wire mesh W reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor • Insulation ratings and installation locations as indicated on floor plans t sections Q CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA barrier. Welded wire mesh is to be placed in the top third of the slab and is to be OF NEw WEATHERING SEVERE adequately supported by precast concrete bar supports to assure that the reinforcement Q FROST LINE DEPTH 3.-0.' y Is held in position during concrete placement and finishing. ELECTRICAL NOTES: G:)' 1' DEF O,p TERMITE MODERATE TO HEAVY >� J' • isolation joints are to be installed between the slab and the walls. Use preformed • All electrical work to be BOARD OF FIREUNDERWRITERS approved and to include � DECAY SLIGHT TO MODERATE joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled installation of factures B specifications as indicated on plans. Light fixtures to be supplied by z WINTER DE51GN TEMP. if '`a"'" W with an elastomeric joint sealant, owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install Z ICE SHIELD UNDER- AS PER MANUFACTURER'5 all outlets as per code. All work 15 to be done in strict accordance with the New York State Code .0 o -` LAYMENT REQUIRED SPECIFICATIONS/STATE CODE General contractor to install cop-r-tex(or copper)sheet metal termite sheilds by a licensed electrician. All new switches t outlets to be Levition,standard, supplied>k installed 10 0 25�� PAGE' FLOOD HAZARDS between all wood surfaces that are exposed to concrete or masonry surfaces. by contractor. Contractor to do all hook-ups as required for bathrooms. OFESS P • Dampproof exterior of foundation wall with a bituminous coating; Foundation excavation is not to be backf fled prior to the installation of the floor framing. i GIN LANE I DMAN N37054'10"E 140.0 i N � ~ — W i IU O in a p z IN J W Q m z o o IL- Q I i }O , J Q W O Z z U_ O � Z J O Oz in g O o LU U Uzw z o p >_ 0 tl) Q i W EXISTING HOUSE 0 0 TO REMAIN z o I _.W - _ I Oo I p ° W IL I EDGE OF DECK 1 G'-7" ILL BEING REMOVED �b 'o I- NEW ROOM SITE PLAN LINE INDICATES I BUILDING ENVELOPE SCALE: 32" = I '-O" SCTM: 1000-88-4-9 G" OJ PVC PIPE / Information taken from FROM EACH LEADER survey prepared by TO DKYWELL Otto W. VanTuyl *Son, Land Surveyors Greenport, New York O z dated January 14, 197G NEW 4'-0" diameter X _ r 2'-0" deep DRYWELL a PROPERTY AREAS: p ry 0 t N o U-., z m Existing lot area: 17,500scl.ft. � t House (existing): 3074 sa.ft Deck(to be removed): 150 s .__I ci.ft. p � p fisting lot coverage: in 18.4% � • O N Proposed new addition: 130 sd.ft r L U } Total Area (exist*new): 3204 scl.ft. z U � TOTAL LOT COVERAGE: 18.3% Q z z z RUNOFF CALCULATIONS: 537054'1 OW 140.0 Roof area = I G5 sci.ft x .I G7 x 7.5 = 20G gallons REQUIRED - (1) 4'-0"X 2'-0" RJNG lL_I p N of NEw �o Lp w N�0,o��. o ®`L PAGE: OF�SSIO���