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Home My WebLink About34379-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33695 Rte: 05/07/09 THIS CERTIFIES that the building ADDITION & ALTERATION GREENPORT Location of Property: 4045 MAIN RD (HOUSE NO.) (STREET) (HAMLET) Co%znty Tax Map NO. 473889 Section 35 Block 2 Lot 9.4 Filed Map No. __ Lot No. __ subdivision conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 7, 2009 pursuant to which Building Pelqnit Non 34379-Z dated JANUARY 9, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING SCREENED PORCH AND DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BELMOR PROPERTIES (OWNER) of the aforesaid building. SuF~OLKCO~YDEPART~NT OF }~ALTHAPPRO~-AL ELBC£KICAL C~KTIFIC_ATH NO. PLI~BE~S C~K'rIFICATION DATED 127127C 04/24/09 05/06/09 GEORGE FREDERICKS ~u~ignature Rev. 1/81 TOWN OF SOUTHOLD TOWN HALL '~ 765-1802 FOR CERTIFICATE OFOCCUPANCY 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, pr~poay lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. ofyrat~r supply and sewemgeqtisposal (S-9 form). 3. Approval of eleCtrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used ia 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 reqUa'ements' For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Aecuratesu~vey~fprepertysh~wingal~pr~perty~ines~streets~bui~dingandunnsua~natural~rt~p~graphi~ 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 3. 4. 5. New Construction: Location of Property: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.0ff Certificate of Occupancy on Pre-existing Building - $100.00 Copy of Certificate of Occupancy 2 $.25 Updated Certificate of Occupancy - $50.00 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~r~"/. ~ / ~ ~ Old or Pre-existing Building: L// (check one) House No. Street Hamlet Block Lot ,trait No. '~ t~ ?~ Date of Permit. dth Dept. Approval: ~) qng Board Approval: (~ t for: Temporary Certificate nitted: $ J~'- Filed Map. Lot: Underwriters Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 1197143959 Telephone (63 I) 765-1802 Fax (631} 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ! Building Permit No. .-~t~/'ff7 ~ Plumber: (Please print) print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this day of ~o~ , 20 (3c~ Notary Public, ~Cx~ounty CONNIE D. BUNCH Notar/Public, State of New York No. 01BU6185§50 Qualified in Suffolk County Commission Expires Aori114 20 [ ~)... Issue Date 4/24/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 127127C East Patchogue, New York 11772 (631) 286-6642 Issued To: Alan Morton Street: 4045 Main Road Village: East Marion Zip: 11939 Town: Southold Section: Block: Lot: Contractor: Shore Power Elec. Cont. Inc. Lic. # 42536-ME Was examined and found to be in compliance with the National Electrical Code. Commercial ~ NVDefects_' Pool XJ lstFIoor ~Xi Indoor Iii Basement ~ HotTub Residential ~ Der. Garage i Attic XIX 2nd Floor ~ Outdoor ~ Addition [] Survey Switches Receptacles Fixtures 10 8 Dishwasher Washer/Amps Dryer/Amps Range/Amps 1/20a 1 40 Furnace Oil Gas Circulators Smoke Detector 1 x 3 6 Meter Amps Phase UG/OH Jacuzzi Television GFI Heaters A/C Fans 6 1 1 Oven Microwaves 1/20a Bell Transformer CO Detector 3 Bldg. Permit: Other Equipment [24' Track Light/7 Track Heads/1-20 amp NC ',Disconnect/1-15 amp Air Handler Disc. Hugo S. Surdi President Rough Inspection: 02/25/2009 Inspecl:or~/~ ,~ J g~3n ,~1c M ~'P~{ fil /~ Inspector: John Mc Mahon Ill This certificate must not be altered in any manner. Inspectors may be identified by their credentials. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34379 Z Date JANUARY 9, 2009 Permission is hereby granted to: (DENNINGTON)-MORTON 4045 MAIN RD GREENPORT,NY 11944 for : PORCH, DECK & DORMER ADDITIONS & INTERIOR ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4045 MAIN RD County Tax Map No. 473889 Section 035 pursuant to application dated JANUARY Building Inspector to expire on JULY GREENPORT Block 0002 Lot No. 009.004 7, 2009 and approved by the 9, 2010. Fee $ 239.20 ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSU~,A~ON [ ] FRAMING / STRAPPING [ ~,"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRERESISTANTC~N~~[~..?] FIRE R?~ PENETRATION REMARKS:- -~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [x~FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: /~/~ ~ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~BG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FOUNDATION 1ST [~]"ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE 8, CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ DATE. INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST FOU~NDATION 2ND /,.,,]'J:RAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION COMMENTS FIELD INSPECTION REPORT ! DATE FOUNDATION (1ST) FOUNDATION (2ND) ROUGHF~ING& ~ ~ ~ ~~ STATE ENERGY CODE FIN~ ~DITION~ COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined /~ ,20~? Approved ,20y~ ~ Disapproved a/c Expiration 20/0 PERMIT NO. ~ ~r 3 7~ ~ JAN 0 7 2009 / B~lding Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ~-~l/~ APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,2o£ 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 ad.}oining 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 authoriz~e, 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 Southotd, 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 a&nit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicanfis 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. ~L~/-q/~aZ7' ~/~/.~ ~ ~Z~.J5 - ~ Plumbers License No. Electricians License No. Other Trade s License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ~__. Lot Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ff5¢~,~. ~"'~'~ 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee ~i/ (~7C~ Alteration (Description) (To'be paid on filing this application) Number of dwelling units on each floor 6. If business, comme~:cial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~:~, 2~-i Rear ~,.~.i Depth Height /~)i Number of Stories Dimensions of same structure with alterations or additions: Front ~,'~c-t Rear Depth ~',l / Height /,~ t Number of Stories 8. Dimenkions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front /Z~.[ Rear /z~! t .Depth .Depth 10. Date of Purchase Z)~W_L 2~W~: Name of Former Owner 11. Zone or use district in which premises are situated ,~ - '~F_~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO v~/Will excess fill be removed from premises? YES 14. Names of Owner ofpr_L_~ises ,~0/~3r/</~£t~l Address '~'3 ~-~ Name of Architect ff77~,,[~ Zl&/g~,,d-d~&! Address ?~& Name of Contractor ~ Z6~t?c~ Address ~'/Z; tr~z:o39'~ 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. 9* 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 ~t~/,~7~ ~/-~,~),/~'k:2 ~l' -~-~LC/_~-,&J'/.)ez-)lq/C being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ,~:L'~ 7~ (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 tree 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. Swom to before me this ~ day of ~/lk/~~ ~ ' (0 Notary Public NOTARY PUBLIC, State of New York NO. 01BO6020932, Suffolk County Term Expires March 8, 20~ (, pplicant Frank Wolfgang Uellendahl Architect PO Box 316 Greenport, NY 11944 tel 631-477-8624 e-maihfuellend@optonline.net May 1, 2009 Owner: Alan Morton 93 Thompson Blvd at Peconic Landing Greenport, NY 11944 Project: Dormer Addition and Alterations to the Belmor Residence, At 4045 Main Road in Greenport LETTER OF CERTIFICATION BUILDING PERMIT # 34379 -Z INSULATION INSPECTION The insulation in the dormer area above the existing staircase was installed as per architect's plans and specifications: R-13 in walls, R-38 in the ceiling, The contractor removed the existing R-11 insulation in the entire staircase area and the existing R-21 insulation in the roof area and replaced it with the above referenced batting insulation which represents an overall improvement regarding heat loss in this old house. I~ that the information provided above ~a!k UellendahI is true to the best of my kn( 8U)G. DEP[ TOWN OF $OLJTHOLI) Town of Sou'thold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM Item N umber: PROPERTY LOCATION; S.C.T.~{, #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF ~ /O~O .~' ~-. ~.'~' STORM-WATER~ G~DING~ D~INAGE AND EROSION CONTROL p~ Dis{tic{ Sec{ion B~ock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW Y0~, ~ ~E~ (HOTE: A Check Mark (~) for e~ch Question ~s Eeq~;re~ for a Complete App~lca(~on) Yes ~ 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious sad'aces,) 2 Does the Site Ptan and/or Survey Show All Proposed Drainage Structures Indicatiflg S ze & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surfaoe Wa erFIow! 3 Wi'l this Pr°ject Require any Land Filling' Grading °r E×cavati°n where there is a change t° [he Nalural E×isting Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 4 Will this Application Require Land Oisturbhl9 Aclk'ides Encompassing ar~ Area in Excess of Five Thousand (5,000) Square Fee ol Ground Surface? 5 Is there a Natural Water Coulse Running through lhe Site? Is this Projeclwilhinlh( ~luslecs~urisdicli~norwithin Onet4undred(100')feetolaWellandor Beach? 6~f~eWd~U~e`ebe~`te~F~P`~a~ionur`~x`sti`1gL~`adeS~p(swhic~ExceedFi~teen(15)`eetofV~jc8~Riset~Hundred(1~.~f~dz~n~a~ 7 W[liE)d,'e¢,a}s, Parkin9,*r,¢,~ ,~ (,[h,r Impair,tau: Sudanes be SIoped lo Direct Storrn Water Bt (This item wilt NOT include the hlstallation of Driveway Aprons,) NOTE: If Any Answer to Questions Or~e through ~'4ine is Ansvvered with a Check Mark ln U~e Bo×, aSIorm-Water, Grading. Drainage&Erosion Control Plan is Required andi%~ustbeSuEmittedfor Review Prior to issuance of AnyElu d r~g Permit! EXEMPTION~ Ye~ Does ibis project meet the minimum slandards for classi~cation as an Agricultural Project? Note: If You Answered Yestothis Question, aStoH~-Water, Grading, Drainage & Erosion ControI Plan s NOTRequired~ STAll'S; OF NE~&~ YOI~. OWl/gl allr]/ol l el)leSellta~xe of Ole m~e ~(t file this appbcabon; dtat all statemeNLs contained in d~is applica~on are ~e to dm best of his h~owledge m~d belief; and O~at floe work will be pelfotmed m thc reasoner set forth m floe application filed herewi~ Sworn to befme me this; ............................ I .......... day of ... ~~ ......... Notary Pu b~ ~. t..{...I.].~B~.eU~[{¢,.¢~.~f ~w Y~[~ ......... U NO. 01 B06020932, Suf o County "'(&~;~;'~;ii%f'Z¢;i;&~;} ........................... Term Expires March 8, 20~ FORM - 06107 ! //,~v:_~--,.£,?.,,~, ,~., ~TOWN OF SOUTHOLD PROPERTY RECORD CARD LAND IMP. TOTAL "TOO _/'2~,~ DATE I. 30o , . DIST1 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value .Per Value Acre Tillable FRONTAGE ON WATEr.__ Woodland FRONTAGE ON ROAD Meadowla~d DEPTH BULKHEAD COLOR TRIM M. Bldg. Extension Extension Porch - /' Patio O.B. Foundation Total I/ iBoth Interior Finish Dinette Heat Rooms 1 st 'Floor Rooms 2nd Floor Driveway RESID£N0~ MAIN ROAD (~v¥~ Rou~E 25) DESCRIBED PROPERTY OCCUPANCY OR USE IS UNLAWF, ,, WITHOUT CERT~;:: ', ,,- UNDERWRITER5 CEhilFiCAi= · REQUIRED DATE: __,. ;! ¢ ? ' N'YI:,FY ~X? :;;~ , ';ENT AT 4. FiNAl.- C~ CONSTRd., ALL -' "" ' ~T THE REQUIREMEt'4TS ur , c C~,~,ES OF N.W YORK STATE. NOT Rb~rLNo,bLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STOR~ WATER RUNOEE PURSUANT TO 0F THE TOWN CODE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTF: ' ' °-,' :,: ~ ~", MEET THE REQUiP,:-, :i;-q; OF THE CODES OF NEi?/~E,i;E 3 FATE. PLUMBER CERTIFICA TIOA/ ON LEAD CONTENT BEFCi CER T/FICA TE OF OCCU/-/~ SOLDER USED IN WP, - SUPPLy SYSTEM EXCEED 2/IO OF 1% L£,4/-. PLUMBING ALL PLUMBING WASTE & WATER LINES ,~: ::: ~ TESTING ~.'-~," I ALTERATIONS GENERAL NOTES DESIGN CRITERIA: TO THE BUILDING CODE AND THE NM YORK STALE ENERGY SLEEPING AREA - 30 PSF. 'i' T CONSERVATON CODE, AND LOCAL AUTHORITIES. ~ ~ NEW DECK /~ BREEZEWAY WIND SPEED - 120 MPN ,: , : : ,~ 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CAIEGORY - B!'"1i , ~11 MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE', I j 4. PRONqDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYUENT REQUIRED - YES ) ~ ~ __ STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL '--==- ~ RESIDENCE PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH ~ERICAN FOREST ~ EAST MARION, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION ~NUAL FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 Fl'. FOR l&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 40q-5 MAIN ROAD 6. ALL DIMENSIONS AND GR, N)E CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERIN~ OF ~TERIALS. THIS WINDBORNE FOUNDATION HAS BEEN DESIGNED FOR A SOIL ARCHITECT BEARING CAPACI1T OF 11~0,~2] TSF AND GRADES DEBRIS PROTECTION SCHEDULE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT ~ FP-.~K UELLEND,NtL THESE CONDITIONS ARE MET. ALL FILL BENEATH P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS ~ GREENPORT, NY 11944 RELATIVE DENSIIT. OF MIN 7/16 INCH WITH 2-1/2 t6 WD SCREWS, PROPOSED ROOF PLAN~ lEE: 631-477 8624 7. ALL HEADERS 6.0 ~ IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ~ -~ OWNERS MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. ) I !1 I J )~ ALAN MORTON 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE ,~ I ~ C. ARRYBEL,ONE PENETRATIONS ,, [:1 93 THOMPSON BOULEYA~D 9. PROVIDE FLASHING AT ALL ROOF BREAKS, ! i CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES TEI~ 651-477-8351 AND DECKS ETC.. WHITE EXTERIOR, PRE-FINISHED ON INSIDE, NO GRILLES j i 10. DO NOT SCALE DRAWINGS. GLASS TO BE HIGH PERFORMANCE LOW-E GLASS 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS AND LOCAL ZON NG AND BUILDING CODE COMPLIANCE Descdp'ion Quantify 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO CONSTRUED AS A CONTRACT BElWEEN BUILDER AND B FWG 120611-4 GLIDING PATIO DOOR - dining area1 OWNER. C A351 AWNING WINDOW - 2nd floor dormer 1 EXISTINC ROOF PLAN 13. THIS STRUCTURE HAS BEEN DESIGNED iN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. RECONSTRUCTION OF THE EXISTING BREEZEWAY AND 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL ADDITION OF A SCREENED-mN PORCH AS AN EXTENSION OF THE BREEZEWAY CHANGES PRIOR TO AND DURING CONSTRUCTION. 15, ELECTRICALAND MECHANICAL COMPONENTS TO BE KITCHEN RENOVATION AND MASTERBATH RENOVATION DESIGNED AND SPECIFIED BY OTHERS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PROPOSED 227 SF WOOD DECK INSURANCE NECESSARY TO PROTECT THE ENGINEER PROPOSED 2ND FL. DORMER ABOVE EXISTING STAIR FOR IMPROVED HEADROOM AND OWNER. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS NEW EXTERIOR ACCESS TO BASEMENT (BILCO DOOR) UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE ~ DATE: 01/06/2009 A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES~ SCALE: 1/8': 1'-0' ^-' BUILDING PERMIT APPLICATION i) =~ SHEET' A-5 EXISTING 1ST FLOOR PLAN A-4 FOUNDATION PLAN , Design Criteria A-5 PROPOSED 1ST FLOOR PLAN JANUARY 6, 2009 General Notes A-6 PROPOSED 2ND FLOOR PLAN A-sA-7 CROSSpRoPOsEDSECTIONwEsTA-AANDANDEAsTB-BELEVATtONS, FLOOR PLAN FRANK W. UELLENDAHL, ARCHITECT P,O. BOX 316 GREENPORT, NEW YORK 11944~ A - 1 A-9 CONNECTORS, CRITICAL PATH A-lQ FRAMING NOES, NAILING SCHEDULE ~ DWG. NO -=_____ ....... ~ RESIDENCE RECONSTRUCTION OF -- ' EAST MARION, NY EXISTINGBREEZEWAY,,,,/"//~:~-¥~~ E -'- ' - ------Z T--~_- -- ~ 4045 MAIN ROAD NEW Root CU~ER ,,--'--,, /I ~ TO BE CONNECTED ,, ,, // ~ ~ ~ ARCHITECT -~K~ ' ' ~ F~K UEL~N~HL TO EXT'G DR~ELL f ~ ~ P.O.~X 316 , ~ GR[EN~, ~ 11944 ~ TEL: 631-477 B624 20' S DE YARD REQUIRED ~~ -- ~ OWNERS ~ ~ MORTON ~ 93 T~MPSON ~~/~ .~ - -- GREENPO RT, ~ 11944 ~ ' ~ TEL: 651-477-8551 , , '' . , LOT AR~ = CA. 51,515 SF , ' ' -~~ -. SCALE: 1/16" :1'-0" - ~ ~: 01/06/20~ ' SITE PLAN , ~ ' SCt~ = 1000-35-02-0.4 MAIN ~OAD ~~~ SUFFOLK COUNt, NEWYORK~ A - 2 ~ 9~ ~. NO BEDROOM 3 ROiOi C~C.,CT: 7'-3" : ~ RESIdEnCE CB.HOT: ~i ~ ~ST MARION, NY i ~ , ~ ~045 MAIN ROAD m ~ ~ ~ F~K UE~DAHL ) ~ ~ P.O.~X 316 ~ m ' ~ EL: 631-477 8624 i PA~TRY , STAmR TO~. ~ ~ OWNERS m m ' ~ASEMEN~ ~ ~m ~ ~ ~ORTON i ) / i 93 IHOMP~N ~UL~D; ) / ~ GREEN~RT, ~ 11944 m m ~ , KITCHEN m SUNROOM' 'I DINING ROOM "' o o ~ CLG,HGT: T-5" CLG,HGT: T-5" I, - - ii ,~+- ~ ~ST FLOOR P~N] SCALE: 1/4"= 1'-0' C-94STRENGTHREADY = MIx3OOOcoNCRETE.PSI AT 28 DAY ASTM Zi TRT'D (2) m WAL ~VE ~ ~ 8" DIA SONOTU E ALL FOOTINGS, FOUNDATIONS, ETC SHALL~ '~, REST ON UNDISTURBED SOIL. ~ (~p) ~ ALL FOOTINGS AND FOUNDATIONS SHALL BE ?F ~ FORMED. ~ ~ ~ ~ ~: TR~ (2) 2X8 AROUND DECK ~¢~ ~: ~ -- 2~'-2 1/2" sm~ o, O,A~ "~~i ~ ~ ' ~ ~ RESIDENCE LINOLEUM ON TRT'D ~/2" PL~pOD~ ?? _~ ' TRT'D (2)2X8~_............... I :P';'~ T-5" ~ T-5" - ~'- -- 7'-5"I I ~ ~ST MARION, NY 4" POURED CONCRETE S~B W/WIRE ME ~ ~ -~ ~ 2"X4~R~TED SiLL '"~r ~.~ ~ i ........... ~, +: U~ 4045 MAIN ROAD 8" SOLIDs,QR FULLY GROUTED MASONRY WALLS ~/'; ~ ~i / TRT'D 2X10 HOUSE B~M I 1'-4" X POURED CONC. FOOT'G W/ KE~AY ~,~' ..... ~-- -- _ SILL SEAL .............. ,.,.... ,. ~ ARCHITEC~ TERMITE SHIELD ~ F~K UELEN~L ~ P.O.~X 316 ~? ~= I ~ I GREEN~, ~ 119~ ~ EXISTING = ~ ~ TEL: 631-477 8624 ~ CRAWL SPACE ~iL: :~: S~B ON CRADE ~ ¢~ X~ I i ~ OWNERS L~J' ~ /' ' -- ...................~ - ~ TEL: 651-477-~51 ;~:~;'~¢2 ~ - CONG. BLOCK FOUNDATION ~' z' , , ~?' STONE FOUNDATION ir: I I I 4'-0~' I I ~ 2~'-2 1/2" I ~ ~[: o~/o~/~ ~ ~-t ~ FOUNDATION P~N ' L_ _ j ' , SCALE: 1/4" = 1'-0" L L ~ ~__ ~-J ~ ~ ~.NO i '~, ~ Z ALTERATIONS ~ ! I NEW WALL ~ PROPOSE~ 21'-2 1/2" L~ ~ WOOD DECK -'~ RESIDENCE ~ 227 SF CEDAR DECKING ~ ~ ~ ~ ~ST MARION, NY ~ R.O. centered ~_ - R.O. centered ....... ~ i~ 4045 MAIN ROAD ~ ~- ~' LINE OF ROOF OVERHANG ~ r ~ < , F~K UE~EN~ ~ ~ H~DER: (2)1-3/4"x9-1 "LVL < HEADER: (2)1-3/4"x11-7/8" LVL ~ CREEN~, ~ 119~P'O'~X 316 ' BREEZEWAY I ~ ~ ~b 631-477 8624 ' PANTRY = ~ ~ LINOLEUM ON CONCRETE S~ ~ ~ ~ ~RTON ) / G.HGT: 8'-6" ' ~ ~ ,~ / < H~DER: (2)1-3/4"x11-7/8' LVL > =i KITCHEN CLG.HGT: 7'-g o ~ = , ~ CLG.HCT: T-3" FI~:P~UL 0 0 J SCREENS ON TOP OF KNEE WALL -- o PROVIDE WEEP HOLES FOR D~INAGE GARAGE ,,~ ~ .. q D W LINE OF ROOF OVERHANG -- ~ I j?~% ~UNDRY i PROPOSED 1ST FL P~N ~ ~~i ~ ALTERATIONSTo THE $! ~,'· ~ STORAGE :~j STORAGE . , I ¢~ ~ BATHROOM TO BE RENOVAfED ~ ~ c~ ,~ NEW TOIL~, SINK AND TUB ~, , ~ ~ RESIDENCE ~ _ ............................ %/ ~ r~~ 4045 MAIN ROAD ~ < : ~ ARCHITECT ol (( IH EXT'O ~ ~ ~ ABOVE EXTG STAIR ~ i i i ~I i ' ' I I ~ ~ OWNERS 93 I~U~ON B~LD~D I PROPOSED , ~2NDFLOORP~N R " R-~8 BATT INSULATION ~ ~ ALTERATIONS 2X8 R. @ 24' O.C.~ ~ / IN AREA OF DORMER CEILING ~ ~ TO THE ~~.~-'" ""x,,~ 2X6 C.J.~ 24" O,C. .~ HALL~-. BATHROOM 4045 ~AIN ROAD F~E UE~HL P,O.~X ~16 ~ ~ 651-477 ~24 ~ OWNERS ~ ~E g3 ~OMP~ ~ULD~D ~ GREEN~RT, ~ 11g~ .............. SCRE~ ~RCH BREEZEWAY ,: ~ , ,, ~ SECTION A-A ~ ,. ~.~ ~ .w ~/,~ ~,, ' 4 SECTION B-B = ~ 1/8"PITCH TOgRAiN SCALE: 1/4"= 1'-0" ~ A - 7 6ARAGE + ~9'-8" LEN6TH OF DORWER SCREENED-IN PORCH BREEZEWAY __ PROPOSED DORMER 2ND FLOOR U~UNDRY KITCHEN DINING PROPOSED WOOD DECK DEN BEDROOM LNING ROOM SUNROOM 1ST FLOOR PLAN ~ ALTERATIONS ~ TO THE RESIDENCE EAST MARION, NY 4045 MAIN ROAD ARCHITECT FRANK UELLENOAHL P,O.BOX 316 OREENPONT, NY 11944 TEL: 651-477 8624 OWNERS ALaN WORTON GARRY BELMONT[ THOMPSON BOUL~ARD 6REENPORT, NY 11944 1EL: 631-477-8551 EXISTING PROPOSED PORCH ISCREENED-IN OF BREEZEWAY TO MATCH EXISTING >; EAST ELEVATION ' WEST ELEVATION DATE: 01/06/2009 SCALE: 1/8"= f-O' FLOOR PLAN EAST ELEVATION WEST ELEVATION DWG, ME DWE NO A - 8 HURRICANE CLIP~ , % %% / ALTERNATE POSITION OF I ' ' RESIDENCE ~ ~ ./ /~HURRICANE CLIP USE I I i ~ EAST MARION, NY ~~], ,' ~ 4045 MAIN ROAD CLIP NAILED. FROM / ~PROVIDE ad COMMON ~ ARCHITECT RAFTER TO STUD. - ~ /~NAI/~-~ 2'~ ~F' '~-¥' i ~ FR~K UELLEND^NL TYPICAL ALL RAFTERS / / ~X:F~I(~R 'ED~'O~'ALL ~ 5 - Bd NAILS EACH END/ / SHEATHING. --HEADFR ~o OREENPORT, NY 11944 APA RATED PLYWOOD TO/--J/! I ~ EL: 631-477 8624 EXTEND TO TOP OF TOP ' PLATE. I ~ OWNERS ~ ~ MORTON CARNY BEUIONTE 93 THOMPSON BOUL~ARD ~ GREENPORT, NY 119~.4 (2) 1 1/4" WIDE - 20 GAGE ) TEL: 631-¢77-8351 METAL STRAPS AT DOOR FOR P.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION ~'-- WiTH TRIPLE JACK STUDS~//~ INSTALL SIMPSON HTT16 TENSION TIES SCREENED PORCH BREEZEWAY ACO SILL PLATE i TOP OF FOUNDATION WRAP + NAIL STRAP (4 - 4d NAILS ) % AROUND S~LL PLATE~ i AT ANCHOR BOLT ~_i 1/4" WIDE - 20 GAGE /METAL STRAP @ 48" CC. 1 1/4" WIDE - 20 GAGE I /4 - Bd NAILS METAL STRAP ~ 48" CC. 4" CONC. SLAB ,, MAXIMUM. [~ ~ W/ 6X6 10/10 WWM%~ ~'/8d/--NAILNAILsSHEATHI~"O~ 4 O.c.TO SILL PLATE -,,,, ;: ,,; ;;-¥, ::~__2 x 4 SILL PLATE i: ; ~5~8" X 16" A.B. @ 48" CC. ~-:.,.' ::. '.'::,r,! ~.'~,:~ ?, ~¢e,,~:, ~: ,~-:.~, ~ ~ 8" CONC. BLOCK FOUNDATION ~ w/ FENDER WASHER. 01/06/2009 W/ 1'-4" X B" CONT. FTG, (mex. 12" from end of sitl piotes) :, ,,: .,;~:~ ,., ~;~ ~,~,. :,~.,v ,,( ~ ,::~, :~,,,r;,, .~.,, :, .;' ,;,, ~,-Z 0A~: 1'--0' · CRITICAL PATH SECTION ELEVATION CONNECTORS HOLDDOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLEWFCM ~~ ALTERATIONS [ Joint Description I Nail Sizes I Nall Spacing ] ~ ~ TO THE ~ m 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Rafter to Toi~ Plate (Toe-r~ailed) - V(all Height: lO fl, Spacing 1§" O.C. (Table 5.3A) 4 BEITER.DOUG~S FIR-~RCH STRUCTU~ G~E No. 2 OR X Ceiling .Joist to Top Plab (T~-noiled) ~)Bd peLjqistPer Fof~eF 2. ALL SH~THING TO BE ~A ~TED, EXPOSURE 1, 5/8" ~ej)ing~oi~( ~ps over Po~iUons.(Face-naJled) ) each. map ~ommar rome ~o ~after~Face-na (ed)~ ~ per ~me MIN. THICKNESS OR ~ NOTED. ~bck~ng to.Ra~er kmo~qo led)., 2 8d each end 3. ALL SUBFLOORING TO BE APA ~TED STURD-I-FLOOR, ~im ~aFd [o ~ofier LLna-noiiea) 2 - 16d each end EXPOSURE 1, 3/4" MIN. ~ICKNESS. ~L E~ES OF 'CrY-Lb o, ,,, RESIDENCE NAIL PL~OOD SUBFLOOR TO FLOOR JOISTS. ~op P)a~e to ToE PIot~ (Face, nailed),., 2 - 16d .. ,per rapt .. mp Piles at Jnters~dons~ voce-noimeg 4 - 16d jom~s-Bacn smoe ~ ~ST MARION, NY 4, ALL H~DERS 6'-0" AND OVER S~LL BE SUPPORTED ~tud, to.Stud (~ace~noim~ ., 2 - 16d , 24 o.c. WEH DOUBLE UPRIGHTS, 9'-0" AND O~R Wl~ naGGer [o ~aeF [race-noiea) 16d 16 o.c. along edges TRIPLE UPRIGHTS. ALL H~DE~ S~L BE A Top or Bottom Plate to Stud (End-naim~) 2 - 16d per 2x4 stud 4045 MAIN ROAD MINIMUM OF 2-2X8 OR ~ SHOWN ON D~WING. 2 - 16d per ~x~ stud 5. SOLID BLOCKING S~L BE PROVIDED FOR ALL JOISTS 2 - i6d per zx~ stud ~ ARCHllECT ~AND 8'-o"FLOORo.c.B~USuIN. AS PROVmDEPER N.Y.S~, CODEsPAcEORFoR ~ NOEDAiR Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot ~ ~K P.O.~xUELLEN~L316 CIRCU~TION mN ROOFS. :LOCR F~r,,,I,mJ~ ~ GREENPORT, ~ li944 6. ~UB~ F~mNG AROUND ~L OPENINGS ( skylights, ~ojqt.to ~ill/.Tgp ~late oF ~irder (Toe-nailed) 4 - 8d peFmjOist, ~ EL: 631-477 8624 stairs etc. ) OR ~ NOTED ON D~WINGS. unaomng ~o dams[ uoe-naileo~ 2 - 8d eocn eno ~)oc~ing ~o Jqst (~e-n9m~, m~ 2 -- 8d each end ~moc~in~o Si, or mop,Ram k moeznoimea} 3 - 16d each block ~ OWNERS 7. DOUBLE UP F~UING UNDER ALL POSTS AND PA~LEL ~e~ger~Fip, to ~eop ~Fo~?noileq)., 3 - 16d each joist PART,IONS OR ~ NOTED ON D~WINGS. COrnS[ on LeOgeF [o ueam uoe~goimeo) 3 - 8d per jo)s~ ~ ~ MORTON ~and Joist to Joist tE~d-naimpd),. ,, 3 - 16d per Joms[~ ~ BEL~E 8. AL FLUSH W~D CONNECTIONS S~ BE F~TENED uand Joist to Sill or mop Pma~e uoe-naiea} 2 - 16d per [001 93 ~OaP~N BOUL~I WITH ~TED GALVANIZED U~AL CONNECTORS ~ ~ GRE~, ~ 11944 ~ECO" OR ~PROVED EQUAL. F~._k ~E~F .m~, ~- ~- ~ ~ EL: 631-477-8351 StFucturoI Panels 8d 4" o,c. ~erlmeter zone 9. ~ILINO SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 o.c. edges of BUILDING CODE ~ A umNmuuu. ALL 2X6 STUDS panel, 12" o.c. interior S~LL RECE~ 5-1OD ~ILS AT SILL AND P~TE. Diagonal Boar~ Sheathinq of panel ALL E~ERIOR NAILS S~LL BE ~LVANIZED. 1, x 6.or 1 x 8 2- 8d per suppoQ ~ F ~ ' ' 1 x 10 or wider ~ - 8d ~r support 10, PL~OOD SH~THING TO BE ~LED ~ITH 8 d ~ ~" c.c. E~ERIOR EDGES AND 6 d ~ 12" o.c. cEmLmc]c SFEAT~'ING] j 11. ALL INTERIOR AND EXTERIOR FINISHES, F~HING WALL S~EATHIkC AND WATERPROOFING S~L BE BY ARCH~ECT. Structural Panels 8d 6" edge / 12" field rJ z 12. ~L ROOF ~EES SHALL BE A~ACHED TO THE P~TE ~ber~ord7 / 16' 3" edge / 6' field AND STUD WITH GALVANIZED HURRICANE ~PE 6d 3" CONNECTORS BY ~ECO' OR APPROVED EQU~. FOR 25 ~ 32" 8d edge / 6' field TIMBER PILE FOUNDATIONS, PRO, DE HURRICANE CLIPS AT ALL PERIM~ER JOIST TO GIRDER Gypsum Wollboord 5d ~; edge ~ 10" field CONNECTIONS. Kordboord 8d o, edge ~ 12" field Pofllcleboord Ponems 8d 6 edge 12" Held 13. ALL PRE-ENGINEERED LUMBER S~ BE GEORGIA Diogonol ~ord Sheothing PACIFIC GPI SERIES WOOD-I-B~MS AND L~ 1; x 6",or 1' x 8" 2 - 8d per suppo~ PRODUCTS OR EQU~. ALL JOISTS, GIRDERS AND 1 x 10 or wider 3- 8d per suppo~ H~DERS SHALL HAVE B~RING STIFFENERS INST~LED ~ PER ~NUF~TURERS RECOMUENDATIONS. WEB ~LO0~ STIFFENERS S~L BE REQUIRED AT ~L LOAD ~D Structuroll?onels B~RING POINTS AT A MINIMUM. 6. H~DLING, STOOGE, AND ERECTION OF or less 1" 8d edge ~ ~'?ld ~TE: 01/06/2~9 greoter thon 1Od 6" edge / ~ field~ S~: 1/4' = f-O" COMPONENTS S~LL BE ~ PER M~UFACTURERS RECOMMENDATIONS. Diogonol 8cord Sheoth)ng 1; x 6".or 1' x 8" 2 - 8d per suppo~ ~ Noil~ng Schedule 14. ALL MULTIPLE LVL PRODUCTS TO ~ 2 ROWS OF 1/2" D~. 1 x 10 or wider 3 - 8d per suppo~ FRAMING NOTES GALVANIZED ~CHINE BOLTS ~ 12" O.C.. " i ' " . ,Na~hng requrements are based on wail sheathing na ed 6 on-center at the pane edge f wa sheathnq s na ed ~. / 3 on-center at the panel edge to obtain higher shear capacities nailing reguirements Tar structural memSers shall be doubled or alternate connectors such as shear pates, sha~ be used to martian the Gad path D~. /~ mWhemn wgll.sheathin~ ~s cqntinuops ,over connec ed members, the tabulated number of nails shale be permitted to m 12' 1~ m l~' ~ ~l~'~ ~e reauceo [o I - lbo nail per fool