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HomeMy WebLinkAbout35091-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34352 Date: 05/14/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS I~cation of Prc~)erty: 1075 MOORES LA GREENPORT (HOUSE NO.) (STREET) (HANLET) County Tax ~p No. 473889 Section 33 Block 2 Lot 32 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 18, 2009 pursuant to which Building Permit No. 35091-Z dated OCTOBER 21, 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 DECKS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. q~ne certificate is issued to ETTA J SIEGEL & ELLEN GOLDSTEIN ( OWNER ) of the aforesaid building. SDFFOLK CO~DBPAR~ENTOF~LTH~PRO~i%L N/A ~t-£KICAL CERTIFICATHNO. 132426C 04/29/10 pLD~ERS C~RTIFICATION DATED 05/10/10 GEORGE FREDRICKS '~/~ i/z ed~ignature Rev. 1/81 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 electr/cal installation from Board of Fire Underwriters. 4. Sworn statement from plumber certify/ng that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and sim/lar 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: I. Aceurate 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 $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 $50.00. 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 New Construction: Location of Prcperty: House No. Owner or Owners of Property: [-~[ [,e~A Suffolk County Tax Map No 1000, Section Old or Pre-existing Building: v' (check one) [~0t'~t~Street~00{e~ ~ Subdivision Ve it Date of Permit. Filed Map. Lot: Applicant: Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ - Final Certificate: /¢5 (check one) ApPlicant Signature Issue Date 4/29/2010 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 132426C East Patchogue, NewYork 1~1772 (631) 286-6642 Issued To: Street: Village: Section: Ellen Goldstein/Etta Siegal 1075 Moores Lane North Greenport Zip: 11944 Town: Southold Block: Lot: Contractor: Shore Power Elec. Cont. Inc. Lic. # 42536-ME Was exam[ned and found to be in compliance with the National Electrical Code. Commercial L~] NVDefects ! · Pool ~ lstFIoor XLX~ Indoor I I Basement ~ HotTub Residential ~ Det. Garage ~ ~ Attic I~1 2nd Floor [x~ Outdoor ~ Addition L~ Survey Switches Receptacles Fixtures 35 37 44 Dishwasher Washer/Amps Dryer/Amps 1 20 I 30 Furnace Oil Gas Circulators Meter Amps Phase UG/OH Jacuzzi 2 200 1 / GFI Heaters A/C Fans 4 Oven Range/Amps Microwaves Smoke Detector Bell Transformer 5 Television CO Detector Bldg. Permit: Other Equipment ~1-100 amp Disc./1-100 amp Subpanel/1-30 !amp A/C Disconnect/1-15 amp Air Handler fisc./1-8' Track/3-Tracks Head/3-Co/Smoke ombo Hugo S. Surdi President ~ i~nsUgh Inspection: ec~er: { 01/20i2010 04/28/2010 John Mc Mahonlll This certificate must not be altered in any manner. Inspectors may be identified by their credentials, Town Hall Annex 54375 Main Road P,O. Box 1179 Southold, New York 1197 I-O959 BUILDING DEPARTMENT TOWN OF SOUTItOLr} CERTIFICATION Telephone (631 ) 765-1802 Fax (63 [ ) 765 ~I ~AY 10 2010 Date: Building Permit No. Owner: o/d ; (Please print) Plumber: ~ (~°Pl~e~) Sworn to before me this I certify that the solder used in the water supply system contains less than 2/10 of 1% dayof'~TF~j~, , 20/0 / Notary Public, ..~lg, County LAUREN M STAND SH Notary.~bli¢, S~te of New York ~o. 01ST6164008 ~ Qualified in ~uffo k County ~ommission Expires April 9, 20/1 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. 35091 Z Date OCTOBER 21, 2009 Permission is hereby granted to: ETTA J SIEGEL 61 JANE STREET NEW YORK,NY 10014 for : CONSTRUCT 18X39 ONE STORY ADDITION AND ALTERATIONS TO EXISTING SFD PER APPOVED PLA/NS AS APPLIED FOR at premises located at 1075 MOORES LA GREENPORT County Tax Map No. 473889 Section 033 Block 0002 Lot No. 032 pursuant to application dated SEPTEMBER 18, 2009 and approved by the Building Inspector to expire on APRIL 21, 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [[ F~U:::TTIi:: :SiN~ [[ ]] iR:::HLAT~LoB:' [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FmEREmTANTC4X4STmJCn0fl [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PBIETRATIOfl REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~'~ROUGH PLBG. ] FOUNDATION 2ND [~/~FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRERESb'TANTC0NSTRUC'n0fl [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] Hl~ i~sl~r~rr i~.#L~'rl~# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~HI~BG. [ ] FOUNDATION 2ND [~'(NSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~,~UL'ATION [ ] FRAMING / STRAPPING [,~ FINAL ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~--~- -- ~' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUG~-BG. [ ] FOUNDATION 2ND [ ]~UL~N [ ]FRAMING/STRAPPING [,,"]' FI N'~I~I. [ ] FIREPLACE & CHIMNEY [ ] FIR~ INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: FIELD ][~ISPF_,C~.['!ON I~,.EPORT FO~ATION (1S~ (2~) FO~A~ON ~S~A~ON P~ N. Y. STATE E~R~ CODE TOWN'OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined c~ [,~K~, 20 :£2 Approved Disapproved a/c Expiration C-I /'~)l ,20 [[ SEP 1 8 2OO9 8LDG, DEPT. TOWN OF SOUTHOLD PERMIT NO. 1:9~) ~'// 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: Phone: ~,~Z Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS Oq//,,¢ ,20 9 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 th/s 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 bu/lding for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ~2~---~7~__ 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 O? 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 .4~'~,, b. Intended use and occupancy ,~---~-_.~ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost 4~ //,~, ZT'-gTZ2 If dwelling, number of dwelling units If garage, number of cars Addition V// Alteration ~ Other Work (Description) Fee ;~ ~00,~ (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexis, ting structures, if any: Front ff:,~.4! Rear ~c~.4 ~ Depth Height .2i, z~' Number of Stori~ ~, Dimensions of same structure with alterations or additions: Front Depth ..~'0 ~ Height '.2~, ~' ~ 8. Dimensions of entire new construction: Front Height .~.,~,.~ ' Number of Stories / , 9. Size of lot: Front /~,O 'q' Rear /--~gL ~ 4 t :~ff..2( Rear Number of Stories 2. Rear /,f~,.~_.t' _Depth L~ Depth 10. Date of Purchase ~, /r~ 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__ 13. Will lot be re-graded? YES__ NO/Will excess fill be removed from premises? YES /No 14. Names of Owner ofpremises~-~//~/~:/~.~'qt'&, Address~/~,e' :~, f'&/~?~ Phone No.212 Name of Architect .~[4z,,,,~ ~,l~iid u~,/~'Z.d~l Address ,~& ~t'~, ~-m~' l/~;~/Phone No ~(. Name of Contractor/~/~l" d4J~/4-~/ Address .'Pt;,/J ~a,~)~ ~,~/zfPhone No. ~,~:~f~- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V'/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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 V/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ,~t.//ft~'/dC_ ~'~Z~/<5 ~-ff~:~/t/W_~/~-~[-fft/ 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 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. Sworn to before me this,. ?,~/-~'t__ day of ol~XT~g-4l~'~k'g'-' 20 ~ VlC~ T~H Notaw Public N~ ~blic, ~te d N~ ~ No. 01~6190696 Qualffi~ in S~olk ~un~, ~ ~mmlssion ~pir~ July 28, 20~ ~] S~namr~'of Applicant To;'*n ILdl Annex 5~375 Main Road |'.O. Box 117!1 Soulhold, NY 11971-095!t Telephone (631) 765-1802 Fax (631) 765-9.502 BI;ILI)ING 1)I~]PARTM ENT TOWN OF $OUTHOLD May 12, 2010 Etta Siegel 61 Jane Street New York, NY 10014 RE: 1075 Moore's Lane, Greenport TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35091-Z addition and alterations / ~ ~ .,~ , ZONING CALCULATIONS ,,.. / ~Y ~ ~ ~k~ ~' EXIST'G B~G. CO~GE = ca. 2,032 SF ~ /( ,-~ , R-40: 20%OFLOT~ :ca. 3,366SF ~ ~ ROOF RUN-OFF ~P J ~CHITECT ~ ~~ ~K U~L ~ ~, OWNE~ ~ ~ ] ~ ~ ~A ~L ~ - o I EXISTING STRUCTURE ~ TO BE DR~ELL , '- ' '" ":: :] · "' ". t" ': ."'": "'" '/'"'."' .: ":~'.:"" EXT C BR CK WALK ~ -- ~ ~' ~ .-:.-: ..: . ...... :..... :..~..... ::.':':~: SUFFOLK COUNt, N~ YORK INLET POND ROAD.. .. · :. .. : .~ ~-a. ,.~ -, ." :' -. N 96'07'00" E 94.74' '"'"';. , PIP~ j CONC. MON. :~ .. ' ' '~ ~-~ ~*",..T'.,--O. LOT ~ LOT 96 MAP OF EASTERN SHORES SECTION THREE FILE No. 4475 FILED SEPTEMBER 27, 1965 SITUATE GREENPORT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-35-02-52 SCALE 1"=50' JULY 22, 2008 AREA = 16,830 sq. ff. 0,386 ac. UNALi31-1ORIZED ALTERATION OR ADDfflON TO THIS SURVEY I$ A VIOLATION OF SEC31ON 7209 OF THE NEW YORK STAll[ COPIES OF THIS SURVEY MAP NOT THE LAND SURVEYOR'S INKED SF~kL OR E~IBOSSED SEAL SHALL NOT BE CONSID([RE TO BE A VALID TRUE COPY. CERI~FICATIONS INDICATED HEREON SHALL ONLY TO THE PE~SON FOR WHOM THE SUI I$ PREPARED, AND ON HIS BEHALF TO THE ~ COMPANY, GOVERNME~ITAL AGENCY LENDING INSTITUTION USTE[D HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TLrI1ON. CE~ff]FICATIONS ARE NOT TRANS~ THE EXISTENCE OF RIGkffS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTI PREPARED IN ACCORDANCE WITH THE MINIMUM AR. AR,, Nathan Taft Corwir ,THE Land Surveyor Title Surveys -- Subdivisions -- Site Plons -- Construction !  PHONE (631)727-2090 Fox (651)727-1 OFRCES LOCATED AT MAIUNG ADDRD,, 322 Roonoke Avenue P.O. Box 193 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11 Town _of_ South_old Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT ~rHE FOLLOWING ACTIONS MAY Rl=c..p~ THE SUBMISSION OF z, STOma-WASa, O~DmO~ D~',AINA,SE~U~= ~OStON coN'moL ~,,~- CI~, ~r,=u BY A DESIGN PROFESSIONAL IN THE STATE' OF NEW ¥~K. .I,, .t~m Nurnbec (NOTE: A Check ~ark ( ~1 for each Ques~on is Raqulred for a Oompleta Application) Yes No 2 3 4 6 7 8 9 Will this Project Retain All Slocm-Watar Run-Off Geosmtad by a Two (2") Inch Rainfall on Site? (This Item will Include all run-off created by sIte deering oncVor construction activities as well as all Stie Improvefnents and the permaneni creation of Impervious sun'aces.) Does the Site Plan and/or Survey Show Alt Proposed Drainage Structures Indicating Size & LocetJon? This Item shall Include ell Proposed Grade C4mnges and Slopes Controlling Sulfaos WatenClowl Will this Project Require any Land Filling, Grading or Exceva~Jon wflem there is a change to the Natural Existing Grade Invuiving mom than 200 Cubic Yards of Matedal within any Parcel? Will this ApplicaItoe Require Land Disturbing Activities Enonmpessing an Area in Excess of Five Thousand [5,000) Square Fee~ of Gmued Sulface? Is there a Natural Water Course Running through the SIte? Is this Prelect within the Trustees iudsdiction or within One Hundred (1 Off] feet of a We and or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Filteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? ~l~fill Driveways, Parking Areas or other Impervious Surfaces be S~oped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Requirethe Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Tow~ Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within [he One Hundred (100) Year Flooduiain of any Watercourse? 0¥ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in ~he Bex, a Storm.Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any I~utidtag Permitt EXEMPTION~ Yes No Does [his project meet the minimum standards for ctasslficat~o~ as en Agric~ultaral Project? Note: If You Answered Yes to this Question. a Storm.~'ater. Oradtag, Dmlnage & Erostan Control Plan is NO/Requirecti STATE OF NEW YORK, .~:..'/~....,~....Ay'..~,.....~.(.'.~....L....~.~.~..t~.~. ............. being duly sworn, deposes and says fl~at he/she b the applicant for Peri, it, That I,... And that he/she is the ....... ...~...~..(..~./..~.~....~... Owner and/or representative of the Owner of Owner's, 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 Uae 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. Sworn to before me this; FORM - 06/07 Frank Wolfgang Uellendahl Architect 123 Central Ave POB316 Greenport, NY 11944 t:631.477.8624 e:frank@frankuellendahl.com October 19. 2009 Owners: Ellen Goldstein and Etta Siegel 61 Jane Street, Apt. # 6b New York, NY 10014 Project: Addition to the Goldstein/Siegel Residence, at 1075 Moores Lane North in Greenport SCTM# = 1000-033-002-032 LETTER OF CERTIFICATION - EXISTING SEPTIC SYSTEM According to the owners of the above referenced residence the original block septic pool was broken and was in imminent danger of collapsing. Morris Cesspool Service Inc. installed a new 1000 gallon concrete septic tank and a cesspool which has a diameter of 8 feet and a total depth of 12'. Mr. Morris stated that the leaching pool was placed on very good sand. The exact location of the septic system is indicated on the attached site plan. Based on the Department of Health Services regulations the replaced septic system is sufficient for a 4-Bedroom Residence. hereby state that the information provided above is true to the best of my knowledge. :rank Uellendahl OCT 19 2009 BLDG. D£PT. TOWN OF SOUTHOLO MORRIS CESSPOOL SERVICE INC. 2760 YENNECOTI' DRIVE SOUTHOLD, NY 11971 NO. 11415. SHIPPED TO: ~ o.~ ,h~ SOLO (631) 765-33O0 SOLD TO: ................ ~ o. ~... L ....... YOUR ORDER NO. DATE SHIPPED: SHIPPED VIA F.OB. POINT TERMS QUANTITY DESCRIPTION UNIT PRICE TOTAL ........ ALL PAST DUE ACCO{,IiI~S WpT BE CHARGED i ~ PE~ MON'm MINIMLIM CH/~ S.50, :ORM 1039 Generated by REScheck Package Generator Compliance Certificate Project Title: GOLDSTEIN / SIEGEL RESIDENCE Report Date: 09/17/09 Energy Code: Location: Construction Type: Heating Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric Glazing Area Percentage: 23% Heating Dagme Days: 5750 Construction Site: 1075 MC)ORES LANE NORTH GREENPORT, NY 11944 Permit Date: 09.18.09 Owner/Agent: FRANK UELLENDAHL 123 CENTRAL AVE GREENPORT, NY 11944 Designer/Contractor: LESt'ER WALSH CUSTOM iSLAND HOMES, INC. 51 N. BAY AVENUE EASTPORT, NY 11941 631.258.3767 Ceiling: 38.0 Wall: 19.0 Window: Door. FlOor: 30.0 0.0 The proposed building represented in this documeflt is coflsisteflt ~ith the building p4ans, specifications, and other calculations submitted with this permit application. The proposed systems have been designe~ to meet the 2007 New Yo~k Energy Consen, ation Construction Code requirements. When a Registered Design Professional has staml~ and signed this page, they am attesting that to the best of his/her knowledge, belief, and professional judgment, such pians or spe~compliance with this Code. Project Title: GOLDSTEIN / SIEGEL RESIDENCE Report date: 09117/09 Data fllename: Page I Generated by REScheck Package Generator Inspection Checklist Date: 09/17K)9 Ceilings: [] Ceiling: R-38.0 cavity insulation Comments: Note: The ceiling R-values do not assume a raised or overaized truss construction. If the insulation achieves the full insulation thictmess over the plate lines of e,xterior walls, R-30 insulation may he substituted fur R-38 insulation and R-38 insulation may he substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (If used). Above-Grade Walls: [] Wall: R-19.0 cavity insulation Comments: UPGRADE TO R-21 /Vote: Wall requirements apply to woed-flame wall constructions. Metat-frame wall or mass (cencmte, masonry, log) wall equivalent R-values can be found in the Help Uner's Guide. Windows: [] Window: U-tac~oc For windows without lebe~ed U-tscto~s, describe features: #Panes __ Frame Type Therma~ Break? Yes __ Ne __ Comments: Doom: [] Door: U-factor. 0.350 Comments: Front door exempt Note: Door U-values must he tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not available, include the glass area of the door with your windows and use the opaque doOr U-factor to de<ermine compliance for the door. One door may he excluded fi'om this requirement (i.e., may hay a U-faotor greater than 0.35). Floors: [] Floor. R-30.0 cavity insulation Comments: Note: The floor mquirameots apply to floors over unconditioned spaces (such as uncond~ orawlspaces, basements or garages). Floors over outside air must meet the ceiling requirements. hk)te: Add an additional R-2 for heated slabs. The insulation must extend 1 ) down from the top of the aiab, or 2) down from the top of the slab to the bottom of the slab and then horizontally undementh the slab, or 3) down from the top of the slab to the bottom of the slab and then horizontally away from the slab, with pavement or at least 10 incflns of suiJ covering the horizo~tel insulation. Air Leakage: [] Joints, penetral'ions, and all other such openings in the buildirtg envelope that are sources of air leakage are sealed, [] Recessed lights are 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5' clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented flamed ceilings, walls, and floom. Materials Identification: [] Materiels end equipment ara installed in accen~noe with the menufacturer's installation instructions. [] Materials and equipment ere identified so that compliance can be determined. [] Manufacturer manuals for all installed heating end cooling equipment and service water heatinG equipment have been provided. [] Insutetien R~velues end glazing U-factors ere clearly marked on the building plans or specifications. [] Insuiatino is installed ~ccon:ling to manofacturar*s inatmctioos, in substantial contact with the surface being insulated, and in a manner ~hat achieves the rated R-value without compressing the insulatien. Project Title: GOLDSTEIN I SIEGEL RESIDENCE Report date: 09/17109 Data fiinname: Page 2 Duct Ineutation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Conetruction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC systern provides a means for balancing air and water systems. Temperetum Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separete electric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of cornbusflon air, as required by the Fireplace construction previsions of the Building Code of New York State, the Residen§al Code of New York State or the New York Ci~ Building Code, es applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pall of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systerna: [] Circulating hot water pipes are insulated to the levels in Table 1. Swirnming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [3 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inche~ by Pipe S~es Heated Water Non.Clrculatln~l. Runouts Circulating Maim and Runoute Temperature (°F) Up to 1 · Up to 1.25" 1.5' to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulatfon Thickness for HVAC Pipes Fluid Temp. Range(°F) Piping System Types Heating Systems Low Press u ra~l'emperat ute 201-250 Low Temperature 120-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Bdne Below 40 Insulation Thickness in Inches by Pipe Sizes 2' Runouts I ' and Less 1.25' to 2.0' 2.5' to 4' 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Project Title: GOLDSTEIN / SIEGEL RESIDENCE Report date: 09/17/09 Data filename: Page 3 NOTES TO FIELD: (Builcling Dep~rtme~ Use Only) Project Title: GOLDSTEIN I SIEGEL RESIDENCE Report date: 09/17109 Data fllename: Page 4 Generated by REScheck Package Generator Compliance Certificate Project Title: ADDITION TO THE GOLDSTEIN SIEGEL RESIDENCE - AMENDMENT Report Date: 10/28/09 Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 17% Construction Site: 1075 MC)ORES LANE NORTH GREENPORT, NY 11944 Permit # 35091 -Z Permit Date: 10/21/2009 2007 New York Energy Consenmtion Construc~o~ Code Suffolk County, New York Detached I or 2 Family Owner/Agent: FRANK UELLENDAHL, ARCHITECT Designer/Conb'actor: LESTER WALSH CUSTOM ISLAND HOMES, INC. 51 N. BAY AVENUE EASTPORT, NY 11941 631.258.3767 Code requirements. When a Registered Design Professional has stampe~ knowledge, belief, and pmfesstanat judgment, such plans or spedrmatio~ Ceiling: 38.0 Wall: 17.0 0.0 Window: 0.350 Door: 0.350 Floor: 19.0 The proposed b,Jilding repmseofod ia Ibis document is consistent with the building plans, specJfictaio~,s, and other nelcuisttons submitted ~ this pemflt ap~line~3n. The proposed systems have been designed to meet the 2007 New Yo~k Energy ~ Construction en~ ~gned this page, they am attesting that to ~e best of his/her Project T'~e: ADDITION TO THE GOLDSTEIN SIEGEL RESIDENCE - AMENDMENT Repo~ date: 10/28/09 Data flleneme: Page I of 4 Generated by REScheck Package Generator Inspection Checklist Date: 10/28/09 Ceilings: I-t Ceiling: R-38.0 cavity insulation Comments: Note: ~ ceiling R-values do not assume a raised or oversized truss con~. If the Insulation achieves the tsll insulaUon thickness over b~e plate lines of exta~er walie, R-30 insulation may be sube~tuted for R-38 insuietion and R-38 insulation may be substitutad for R-49 insulation. Calilng R-vstues represent the sum of cavity insulatJon plus insulating sheathing (if used). Above-Grade Walls: Wall: R-l?.0 cavi[y insulation Comments: upgrade to R-21 in 2x6 walls Note: Wail requi~vn~e~ts apply to wood-flame wall co~lstrucflons. Metal-~came wall or mass (concrete, meson~y, log) wall equivalent R-values can be found in the Help User's Guide. Windows: Window: U-factor: 0.350 For windows without labeled U-~actom, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: I-I Doo~ U-factor: 0.350 Commente: Front door exempt Nots: Door U-values must be tested and documented by the manufacturer in escordence with the NFRC test procedure or taken from the door U-factor table in ~e Help User's Guide. If a ~ contains glass and an aggmgata U--factor rating for that ~ is not available, inciude the glaes ares of the door with your windows and ues the opaque door U-factor to determine comptienoo for the dour. One door may be excluded from this requirement (i.e., may hav a U-factor gn~tar than 0.35). Floors: [-} Floor: R-19.0 cavity insulation Comments: upgrade to R-*30 Note: The floor requirements apply to floors over unconditioned spaces (such es unconcli~med cra~, basements or garages). Floom over outside air must meet the ceiling requirements. Note: Add an additional R~2 for heated alab~. The insulation must extend 1 ) down th~n the top of the slab, or 2) down from the top of the slab to the bottom of the stab and then horizontally ueqemeath the stab, or 3) dow'a from the top of the alab to t~e bottom of b'te stab and titan hodzonteily ~#ay fi'om the sieb, with pavement or at least 10 inches of soil covering the hodzontst insulation. Air Leakage: i-} Joints, penetnafJons, end all othor such openings in the buiiding envelope that are sourcas of air laakage ere sested. [] Recessed ilghte are 1) Type iC ret~, or 2) installad inside an appropriate air-fight asesmbly wflh a 0.5' claarance flora combusfibla materials. If non-lC rated, fixtures are insta#ed with a 3' c~aranca from insulation. Vapor Retarder: [] Installed on the warm-in.winter side of all non-vantad flamed ceilings, walls, and floors. Materials Identification: Materials and equipment am installed in acca~lanca wi~ the manufacturer's instaliefion instructions. Matodals and equipment are identified so that compliance can be determined. {-I Manufacturer manuals for all instalied heating and cooling equipment and se~ise water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly mad(ad on the buiiding plans or sped~ons. Project Title: ADDITION TO THE GOLDSTEIN SIEGEL RESIDENCE - AMENDMENT Report date: 10/28/09 Date iflename: Page 2 of 4 Insuts~l is installed according to manufacturer's instflJCUOnS, in supstential contact with the surface being insulated, and in a manner that achtsvss b~e rated R-value without comlxessing the insulation, Duct In~ulstio~: [] Supply ducts in unco~littoned attics or outside the building are insulated to at least R-8. F-I Re[urn ducts in uncendtifoned affics or outside ffm building are insuintsd to at leest R-4. F~ Supply ducts in uncsndifioned spaces are insulated to at tsast R-8. []-1Retom ducts in unconditioned spaces (except basements) am insulated to R-2. insuletion is not required o~ tatum ducts in basements. Duct Construction: r-I All joints, seams, and connecho~s ere securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mas~s are rated UL 181A o~ UL 181B~ Exesption$: Continuously welded and Iocid~g-type inngitudinai joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). CI The HVAC system pnwides a means for balancing air and water systems. Temperctum Controls: I-I Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the ler~est zone. Electric Systems: I-I Separate electric metara extst fo~ each dwelling unit. Fireplaces: i-I Fimpleces are installed with tight fitting non-comb~Js§ble fe'eptsce doors. [] Firepinces have a s~urce ~f c~mbceti~n air~ as requirad by the Rreplece c~nstmctj~n pmvisi~ns ~f the Bui~ding c~de ~f New y~tfc Stata, the Residential Code of New ¥ork State or the New York City Bu#ding Code, as applicable. Service Water Heating: [] Water haatsm with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat lrap or is part of a cimuinitng system. [] Circula§ng hot water pipes am insulated to the levais in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] Ail heatad swimming puols have an o~/off heator switoh ar~cl a cover unless ove¢ 20% of the hea§ng e~e~gy is from non-dePleteble soumes~ Pool pumps have a time clock. Heating and Cooling Piping Insulation: I~ HVAC piping conveying tiuids above 105 degrees F or chi#ed fluids befow 55 degrees F are insuletad to the tsvais in Tabfo 2. Project T~le: ADDITION TO THE GOLDSTEIN SIEGEL RESIDENCE - AMENDMENT Report date: 10/28/09 Data itleneme: Page 3 of 4 Table 1: Minimum Insuictfon Thickness for Cimulatfng Hot Water Pipes Iimulatlo~ Thlgkne~s in InchE~ by Pipe Nmi-Circulating Runout~ Heated Water Up tO 1 · Up to 1 2.5' Temperature (°F) Circulating Mains and Runout~ 1.5' to 2.0' Over 2' 17~150 0.5 1.0 1.5 2~ 14~150 0.5 0.5 1.0 150-1~ 0.5 0.5 0.5 1,0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range('F) In~uintlon Thlcknes~ In Inche~ by Plp~ Sizes 2' Runouts 1" and Less 1.25' to 2.0' 2.5# to 4' Heating Systems Low PrassurerTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 1 20-250 0.5 1.0 1.0 1.5 Steam Condensate (fer feed water) Any 1.0 1.0 1.5 2.0 Cooling Syat~m$ Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Projec~ Title: ADDITION TO THE GOLDSTEIN SIEGEL RESIDENCE - AMENDMENT Report (Jato: 10/28/09 Dato fllename: Page 4 of 4 !I , I i my .~ F . ~ ! RE~DENCE I ~ ~1~ m ~A~ A~IC ~ A~IC l~' ~ , 2ND FLOOR LO~ ) m I ~R I ' BATH KITCHEN~ POWDER ROOM m BATH/ADDITION .~ ~-___ CRAWL SPACE BASEMENT PLUMBINO RISER DIAGRAM C :J )7/~8" DIA CONCRETE FOOTING ,?~VENT 16X8 2"X8" C.J! @ 16" · VENT 16X8 ~,,% W/BIIDOINO i/~(5) 2x12 GIRDER F ~ 12' DLA SONATUBE I CONCRETE PIER ON V[NIED CRAWL J SPACE 2"X8' c. JJ ~ 16" O.C, W/DIIDGINO VENT 16X8~ 12" D~ SONAllJBE PiER ON P,C FiG. PROPOSED ADDITION DOUBLE FRAMING 16X8 DOUBLE"'fl~AMING UND~ WALLS~ ~ 2"X8" C.~ 16" O.C. W/ ~IDGING i; 12" iiiCONCR~[ PIER ~2'-0~2'-0~-0" P.C ~ ~ EXiSTiNG STRUCTURE ~ TO BE DEMOLISHED "T (3) 2X12 GIRDER ~ 2"X8" CJ~ ~ 16 W/B~gCINO VENT 16X8 J II LL .8"_ WINDOW WELL " 32x32 ACCESS PANEU CRAWL SPACE 5'-4" 5'-0" EXISTING DECK STRENGTH = 5000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE 3/4" SUBFLOOR, NAiLEDi~,,ND GL~E6D,, 2X12 FLOOR ,JOISTS @ AND O.C. R-50 FLOOR INSULATION 2"X6" TREATED SILL 2" CONCRETE DUST COAT ON 6MIL POLY VAPOR BARRIER ON COMP. GRAVEL B" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 5-#4 REBARS - 3" ABOVE BOlq'OM OF FOOTING B/8"x~2" ANCHOR ~OLTS ~ ~" O.C. ~" ~,O,g ZOA~ ~NSU~T~ON ON ~NT~,O~ WALL BITUMrNOUS DAMPPROOFING TO GRADE SILL SEAL TERMITE SHIELD LEGEND N~ WALL EXISTING WALL WASTE LINE TO EXT'G SEPT C SYSTEM EXISTING BASEMENT EXISTING FOOTINGS AND POSTS NOT SHOWN BLDG D£Pil TOWN OF SOUTROLD FOUNDATION PLAN SCALE: 3/16" = 1'-0" SIEGEL RESIDENCE NEW CONSTRUCTION AT 1075 MOORES ~ NORTH IN GREENPORT, NY ARCHITECT FRANK UELLENDAHL P,O.BOX 316 OREENPOET, NY 11944 EL: 631-477 8624 OWNERS ELLEN GOLDSEIN & ETTA SIEGEL 1075 MOORES LN NORTH OREENPORT, NY 11044 '[EL: 646~259 5609 ~TE: 02/09/2010 SCALE: 3/16" = f-O" PROPOSED FOUNDATION PLAN DWG. NAME A-4 DWO. NO 1. ALL WORK UAlER~ AND EQUIPMENT SHALL BE IN GROUND SN~ LOAD - 45 PSF. ACCORDANCE ~H THE NEW YORK SLATE UNIFORM LIVING AREAS AND DECKS - 40 RSF. BUILDING CODE AND THE NEY/YORK STATE ENERGY SLEEPING AREA - 30 PSFi CONSERVATON CODE, AND LOCAL AUTHORITIES. WIND SPEED - i20 MPH 3. ALL LUMBER SHALL BE GRADE STAI4PED DOUGLAS FIR- FROST LINE DEPTH - 36' LARCH STRUCTURAL GRADE J2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES STNR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH ~ERICAN FOREST 5. BRI~ING TO BE PROVIDED FOR ALL JOiSTS AND PRODUCTS WOOD Fpm. AME CONSTRUCTION I~NUAL FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR i&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND GP~AOE CONDITIONS TO BE CONSTRUCTION AND ORDERING OF ~TERIALS, THIS WINDBORNE FOUNDATION HAS BEEN DESIGNED FOR A SOIL DEBRIS mi ' BEARING CAPACll'FOF1Y/O(2)TSF AND GRADES PROTECTION SCHEDULE LESS THAN 5~m CONTRACTOE SHALL VERIFY THAT ~ ~ ~ THESE CONDITIONS ARE MET. ALL FILL BENEATH --~/ ARCHITECT CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS N // ~m RELATIVE DENSIll'. OF MIN 7/16 INCH WITH 2-1/2 i~6 WD SCREV/S PROPOSED WEST ELEVATIO BY TRIPLE UPRIGHTS. ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS WITHOUT OPERATIONAL MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WOOD SHU1TERS B, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS g. PROVIDE FLASHING AT ALL ROOF BREAKS, jI i 1075 ~ES ~ NOR~ CHIMNEYS. S~LIDHTS, EXTERIOR DOORS, WINDO~ ~ ~ GREENPORI NY 11944 AND DECKS ETC.. IiIIlli)!l!li!II!lil i)~)~!~j~!~!j~H)~!~iji~)iN~F'I~j~i)~I~I~H~)~i~H~)I)~!H~i~!j~j~j~ \\ ~ 646=2,59 5609 Do NOT SCALE DRAWl,DS. WINDOW SCHEDULE ENGINEER ARE NOT RESPONSIBLE FOR THE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. INSPECTION, SUPERVISION. OR ADMINISTRATION OF AND LOCAL ZON ND AND BU LD NG CODE COMPLIANCE SCREENS ARE PROVDED FOR ALL ~NDOWS AND DOORS SHALL BE THE RESPONSIBILllY OF THE GLASS TO BE HIGH PERFORMANCE LOW-E GLASS CONTRACTOR. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 12. THIS DRAWING IS AN INSIRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE MorkSize Descrip[ion Quon[i(7 I ~'~":';"~'~=~ ~ CONSTRUED AS A CONIRACT BElWEEN BUILDER AND OWNER. A AP32V A~ING 6 13. THIS S1RUCTURE HAS BEEN DESIGNED IN B NLGDBODOR NARROLINEGLIDINGOOOR 1 EXISTING WEST ELEVATION ACCORDANCE WITH THE N~ YORK STATE ENERGY B NLGD6ODOL RARROUNE GLIDING DOOR 1 CONSERVATION CODE. C NLGD12080-4 NARROLINE GLIDING DOOR , 14. ENGINEER TO BE NOTIFIED IN ~ITING OF ALL DAWN,NDB CHANGES PRIOR TO AND DURING CONSTRUCTION. E 26310 DOUBLE-HUNG 2 F AXW31 AWNING - UPPER WEST WALL , 1/2 STORY ADDITION TOAD BEDROOM RESIDENCE gl l II ( 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE G 45.§"X72" SKYLIGHT, FIXED, NO BLINDS 2 1 -- DESIGNED AND SPECIFIED BY OTHERS. H A~I AWNING - BATHROOM 1 INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 17. DO NOT BACKFILL ACAINST FOUNDATION WALLS DRAWING SCHEDULE UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE, A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES BUILDING=PERMITLAMENDMENT =: A-3 AS-BUILT 1ST AND 2ND FLOOR PLANS A-4 FOUNDATION PLAN A-B PROPOSED lST FLOOR PLAN A-6 PROPOSED 2ND FLOOR PLAN ~)~)~g / utes A-7 CROSS SECTION A-A AND SECTION B-B "' - ~ ~:j Design CF iteria A-8 PROPOSED E~ATIONS FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK l 1C44 ~ ~l ~. ~E A-9 DELETED A-11 NAJLIRG SCHEDULE, FRANJlNG NOTES ZONING CALCULATIONS LOT AREA = ca. EXIST'(; BLDG. COVERAGE INCL. HOUSE, DECK, SHED : ca. 2,036 SF ADDED BLDG. COVERAGE = ca. 738 SF TOTAL BLDG. COVERAGE = co. 2,774 SF ~-40: 20g OF LDI AREA = ca. 3,3~fi SF PROPOSED ADDITION g ] Z ----' ~ IN GREENPORT, NY EXISTING ROOF ~-~_~.~, -~ ~'~' FRANK UELLENDAHL i P.O.BOX 316 ~ STRUCTURE /' / GREE,PORT, NY 11944 ELLEN GOLDSTEIN & ETIA SIEGEL 1075 UOQRES LN NORTH EXISTING STRUCTURE ~ / 385 SF I / / GREENPORT, NY 11944 TO BE REMOVED ~ F----? ----~ ~ / / ~ 116 SF 167 SF ,35 REAR YARD ....~ 8' DIA. X 4' DEE? DRYWELL / I~~ ~ / '~c /V ROOF RUN-OFF (D'P/) I ~ ~' ~ / EXISTJNG -~) / SEPTIC SYSTEM ~ / i DATE: 10/28/2009 1 .o4' LENOT OF RO ERT¥ SITE?LAN OORES LANE NORTH SCTJVI/~: ,000-53-02-52 TOWN OF SOUTHOLD SUFFOLK COUN1Y, N~ YORK~,~ A - 2 @~ ~G. NO L2~-~ L ~5 open to below ~ : o ~~ ~~ ~ ~' I ~ I ~ ~ ~ t ~ SIEGEL ~ ~~ ~ RESIDENCE I ~ ~/~ GALLERY / i ~ ,~ ~ ~ IN GREENPORT, NY BEDROOM F~ ~ ~ ] ,, ~~UNE OF 6' HBGHT~ ; ~ CLOS~I I /~ $~' Him ~NEE WA~_~ ~ ~ ~ ,~ ~ ARCHITECT .- ~] F---~ F- . _ ]-l--~/ F---] F- - ~ ~ ~ ~;ll~ : ~ :1 ~ F~K UE~N~L EX~STING 2ND FLOOR P~N EX~ST~NG FLOOR ~: 4OO SF ~ OWNERS 1,510 SF , ' TEL: ~6~259 56~ , DECK , ,,., ,,, 248 SF LIBITED H~DRO0~ % THIS ~ ~: U~I~D H~DRO0~ __ / II T~'S AR~ 578 SF ~$ MASTER BR ' ~- ORgI ROOM i (CURRENTLY USED ~ PlaTES ROON) DINING ROOM i ~ : I 1ST FLOOR P~N ~ ..... % ~ 2ND FLOOR P~N 85O SF EXISTING 1ST FLOOR P~N  )~,--8" D~A CONCRETE FOOTING 't 12'-5' VENT 16XB 2"X~2' C.J. @ 16" W/BRIDGING VENTED CRAWL SPACE 2'×12" CJ. @ 16' O.C. W/ BRIDGING VENT 12' D~A SONATUBE CONCRETE PIER O~ 7'_5' DOUBLE I I I DOUBLE FRAMING uN~R WALLSj ~'-...~ 2"X12" i.d. @ 12" O.C. W/~RIDGING PROPOSED ,,,ADDITION VENT 16X8~ EXISTING STRUCTURE TO BE DEMOLISHED I , 2"X12" C.J. @ 12" ,,~-VENT 16X8 W/BRIDGING L -- -- WINDOW 16'-10" 18'-2" EXISTING WASTE LINE TO EXT'G] SEPTIC SYSTEM J UP, DECK STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE - BASEMENT 3/4" SUBFLOOR, NAILED AND GLUED 2X8 FLOOR JOISTS @ 16" O.C. R-30 FLOOR INSULATION 2"X6" TREATED SILL 2" CONCRETE DUST COAT ON 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING 5./8"X12" ANCHOR BOLTS @ 48" O.C. 2" RIGID FOAM INSULATION ON INTERIOR WALL BITUMINOUS DAMPPROOFING TO GRADE SILL SEAL TERMITE SHIELD LEGEND ~ NEW WALL ~ EXISllNG WALL WALL ABOVE EXISTING BASEMENT AEXISTING FOOTINGS ND POSTS NOT SHOWN FOUNDATION PLAN SCALE: 5/16" = f-O" m 'iEGELt RESIDENCE N~ CONSTRUCTION A! 1075 MOORES ~ NORTH IN GREENPORT, NY ARCHITECT FRANK UELLENDAHL P.0.BOX 516 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS ELLEN GOtDSTEIN & EFFA SIEGEL 1075 MOORES LN NORFH NY 11944 TEL: 646=259 5809 DATE: 10/28/2009 SCAE: 3/16'= 1'-0' 1ST FLOOR PLAN A-4 PROPOSED ADDITION ELECTRICAL LEGEND I NLGD~2080-4 ~ ~ ~ m~ ~ ~ -~ (2) '-¥4"Xll-7/8' L~ H~ER mi ~FI ~O F~T J SIEGEL ~EC~T~ON ~OOM , ~ ~ : ~ ~ECEND~ ~ESIDENCE  ' N~ WAE 1075 M~RES · NOR~ GRAND PJANO -, ~,~ [XIS~ W~L ~ mN GREENPORT, NY CATHEDRAL CEiLiNG~ ~ DEMO~ON J ~ S~Lm ;HT m m m ~ ARCH~ECT J m m ~ ~K UEL~N~L ~ ~ _ ~ GREEN~, ~ lt944 ~ TEL 631-4~ ~24 ~ ~ DECK ~ ~ ,l ~ OWN[,S E~N ~'-8" ~ ~A SIE~L _ ~_ ~ 1075 M~RES · N~ EXT'G DH 28/54 ~G SUDER 6~8 ~ GREEN~T, ~ 1~944 ~ TO B6 REL~D TO BE RELO~TED ~: ~6=259 5~ POCK~ ~R w ~ ~ (2) 2X8 GIRDER ~ ~ I '-(2) NS/4'XH-7/8" LVL H~DER lO BE DEMOLISHED ~ m ,~- 5HOWER~ u _~ _ ~ . , ' ' UVINO OOM BEDROOM 2 I ~ ~ , - 10'-0" CLG, HGT. ' -- GREAT ROOM HWFLOOR J ~ --O O-- ~ 2X10 C,d, ~ t¢ O.C, ~ ~ ~ ~: 10¢ /2~ -*- ~ S~: 3/1¢ f-O" AP32V ~32V 17'-2'~ .......... 10'-8" DINING ROOM ..... ~ PRO )SED COVERAGE 1st FLOOR:727 sFI ~ ~ ............. ~ ............. :~ ............... EXiSTiNG~ j SCALE: ~/1¢ = f-o" g~ ~g. NO 18'-2" PROPOSED ~ [] [] '1, AP32V 2X12 R.R.IiI~ 16" O.C. HI --2x8 COLd lIES ~' ~0' O.C. WRAPPED IN ~/4' P[NE, PAINTED III Ill III ~ III DOUBLE FR~ING- ~ ]11 ~,OUND SKYLIGHI' ~ III ~" III Ill L~J III -- OPEN i~:[ BELOW -- ',3) 2X6 (2) 2x8 HFADER DN ~' HALF WALL 2X12 R.R. @ 16" O.C. HOME 4'-5 1/2" , ~ ......._8.:8_' (2) ~x8 ~ AP~2V AP32V @ 16" O.C. LEGEND NEW WALL EXISTING WALL WALL BELOW INEW FLOOR AREA 2ND FLOOR = ,344 SFI ® I :XISTING ~' ATTIC BEDROOM 1 F---] ~ I DECK open to below DM GALLERY CLOSET --n F---] F--- 2ND FLOOR PLAN SCALE: 5/16" = 1'-0" RESIDENCE NEW CONSTRUCTION AT 1075 ~RES LN NORTH IN GREENPORT, NY ARCHITECT FRANK UELLENDAHL P.O.BOX GREENPO~, NY 11944 TEL: 631-477 8824 OWNERS ELLEN 60LDS]EIN & Ella SIEGEL 1075 MOORES LN NO~TH GREENPO~, ~ 11944 · TEL: 646~259 5609 Dwi. NA~I: O~ ~(;. NO PLAN A-6 FLOOR HARDWOOD FLOOR 3/4' T&G SUBFLOOR, NAILED & GLUED 2X10 F.J. ~ 16" O.C. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD R-21 INSU~TION HOUSE W~P B~ELLED REP CEDAR SIDtNC, C~PBOARB ~ RESIDENCE CONf, R~ ~NT ~ TO MATCH EXT'G ', ~ / ~ RI~E ENSION ~ ~85 / m~ ~ ~CH ~R PNR ~ 1075 M~RES · NO~ ~ 12 &5 / ~ ~ ~ ~CH ~R [~R ~ ~ ~ RiD~ ~NS~ ~S ~ N~ CONS~UCTION AT ---- %d 2 2X6TOP~TE I ~ C~WL SPACE ~ ~ ~ ~ . ~~ :~ PROPOSED ~ ~ ~ ~~,Y ~ ~ SECTION A-A ~ ~,, /~,~(3)~4RE~ ~ SECTION B-B SECTION B-B SECTION A-A ~:' SIEGEL 1075 ~[S - ~ ELLEN ~IN ~ ~A ~EG~ NORTH EL~ATION WEST ELEVATION ~ ,o,~ ~ ~ GRE~PORT, ~ 119~ SOUTH EL~ATION EAST EL~ATION ~ ~[: ELEVATIONS ~g A -8; RIDGE TENSION STRAPS 1 1/4" WIDE - 20 GAGE METAL STRAP 0 EACH RAFTER PAIR 4 - 8d NAILS SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE SIMPSON H2A HURRICAN CLIP NAILED, FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 4 - 8d NAILS EACH END 8d COMMON NAILS @ 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING, APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. 1ST FLOOR WRAP + NAIL ~4 - 4d NAILS ) ROUND SILL PLATE AT ANCHOR BOLT il il HEADER HURRICANE CLIP (2) 1 1/4" WIDE - 20 GAGE_/ METAL STRAPS AT DOORS FOR HEADER TO STUD CONNECTION--~ AND FOUNDATION TO STUD CONNECTION __1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC. 4 - 8d NAILS R.O. FOR 6' SLIDING DOOR WITH DOUBLE JACK STUDS R.O. FOR 16' SLIDING DOOR WITH TRIPLE JACK STUDS 1 1/4" WIDE - 20 GAGE- ~tETAL STRAP ~ 48" OC. MAXIMUM. ACQ SILL PLATE TOP OF FOUNDATION CRAWL SPACE (2) #4 REBARS 2" RIGID INSULATION -- ~AIL SHEATHING TO SILL 8d NAILS 0 4" O.C. --2 x 6 SILL PLATE ALUMINUM TERMITE FLASHING --1/2" X t2" A.D. @ 46" OC. w/ FENDER WASHER. SECTION P,C.FOUNDATION W/ 1'-4" X 8" CONT. FTG. #4 REBARS ELEVATION CONNECTION REQUIREMENTS RARER TO TOP PLATE LATERAL AND SHEAR CONNECTION WFCM TABLE 3,3 A - (PRESCRIPT~E ALT. fO TABLE 35) - 10 Ff WALL HEIOK 4-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER AND TOP PLATE UPLIFT STRAP CONNECTION REQUIREMENT ROOF TO WALL WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 18 R ROOF SPA) 5-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION WFCI~ T,~)LE 3,3 B - (PRESCRIPIM: ALl. TO TABLE 33) - 18 Fl ROOF SPAN 5-8d COMMON NAILS IN EACH END OF l-i/4" X 20 GAGE STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING LATERAL & SHEAR LOADS WFCM TABLE 3.2 A - (PRESCRIPllVE ALT. TO TABLE 5/8" ANCHOR BOLT 0 MAX. 72' O.C. OR 1/2" ANCHOR BOLT 0 MAX. 46" O.C SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING UPLIFF ~CM TABLE 3.2 B MAXIMUM ANCHOR BOLT SPACING: 72 INCHES CONNECTIONS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH SIEGEL I j NEW CONSTRUCTION AT I1075 MOORES LN NORTH GREENPORT, NY FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 651-477 8624 OWNERS ELLEN GOLDSEIN Efta SIEGEL 1070 MOORES LN NORTH O^TE: oo/,8/2oo, CRFICAL PATH CONNECTORS A -lo ©~ DWi. NO FRAMING NOTES 10. 11. 12. 13. 14. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 5/4' MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SEl ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, gLO" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, stairs etc. ) OR AS NOTED ON DRAWINGS. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED META~ CONNECTORS BY "TECO" OR APPROVED EQUAL. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. ALL EXTERIOR HAILS SHALL BE GALVANIZED. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ~' 4" o.c. EXTERIOR EDGES AND 6 d 0 12" o.c. iNTERMEDIATE. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. ALL ROOF RAFTERS SHALL BE A~fACHED TO THE PLATE AND STUD WITH GALVANIZED HURRIGANE ~PE CONNECTORS BY ~rECO' OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. ALL PRE-ENGINEERED LUMBER SHALL BE-GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALVANIZED MACHINE BOLTS 0 12" O.C.. 12' 12' : NAILING SCHEDULE TAB 5.1- WECM IJoint Descripfion Nail Sizes I Nail Spacing ~OQF FRAM NS Rafter to Top Plate IToe-nailed) - ~alI Height: 10 ft, Spacing 16" O.C. (Table 3.5A) 4-, ad per ra.ft,er ^Cei!bg !oist to ~op Plate (Toe,nailed/ , ,~ n/ per ~eilng ~,ois to Faro e ~Rof er (Fa,c,.e-noJJea) .~ n~ eac.h !ap L, eiling Joist Laps over roditions, vace-naileo) n/,a each lop ~Cplla, r. Tie. to~R~fter,~(Face-.nai~ed/ per tie Ulocmng to Ka[ter Lio~-nailea) ~ 2 n-/aSd each end Rim Board to Rafter (End-nailed) 2 - 16d each end =RAM N'S ~op [!o!e fo. TpR Plaf~.(Fac~pnoiledl. ,, ap flares o~)mersect~on~ trace-nmlea) ~tud, to.StMd L~oc~noiled) HeMMer zo HeMMer Lroce-no,eo) Top or Bottom Ptofe fo Stud (End-nailed) Bottom Plate fo Ftoor Joisf,Bandjoist,Endjolst or Blocking (Face-nailed) 2 - 16d 4 - 16d 2 - 16d 16d 2 - 16d 2 - 16d 2 - 16d 2 - 16d per foot joints-,each side . 24 o.c. 16 o.c. along edges per 2x4 stud per 2x6 stud per 2x8 stud per foot FRAM NS ~?,t.to .Sill, .Tpp,~late g.r ~irder (Toe-nailed) ~ag~ng to ~o~st ~¢oe-no.ea,~ ~BJocFing !o ~,o,[st L~e-n,9,il,ea), ..... UlOCKIng,,tO ~111 or/ap/Flare L /oeTnaJlea) L.e.dger~!rip. to B. ea~m LFac, e,-naile.d)., ~o~st on Leager to ~am uoe-,naaea) ~Band Joist !o Joist (E.,nd-n.dl~ed),, .., ~and Joist to Sill or mp P~am uoe-nailea) 4 - 8d 2 - 8d 2 - 8d 5 - 16d 5 - 16d 5 - 8d 5 - 16d 2 - 16d per,joist, eacn eno each end each block each joist per jo!s! per jmst per foot ;ROOF ~-~E T~ N,~ Structural Panels Diagona ,BaaEd, Sheg~hlng. 1. x ~.or 1 x ~' 1 x 10 or wider 2 - 8d 3 - 8d 4" o.c. ~)erimeter zone other 6 o.c. edges of panel, 12" o.c. inferior of pond per suppo~ per suppo~ CE L~NG SHEaTH'SO Gypsum Wallboard 5d edge / 10" field Structural Panels J:iberboard Ponds 7/ 16" 25 52' Gypsum W, ollboard Hardboara Padicleboard Panels Diagonal Board Sheathing 1: x 6",or 1" x 8" 1 x 10 or wider 8d 6d 8d 5d 8d 8d 2 - 8d 5 - 8d 6" edge / 12" field 5" edge / 6" field 5' edge / 6' field 7" edge / lO' field 6" 6" edge/, 12" field edge / 12" field per suppor~ per suppor~ ~ ,~L,R S~E,~THINS Structural Panels F or less gFeoteF than l" Diagonal Board Sheathing ] x lO or wider 8d 1Od 2 - 8d 5 - 8d e~ge 1~" field eage/ 6 field per suppe~ per suppo~ ,Nailina requirements are based on wall sh~thinq nailed 6" on-center at the panel edqe. If wail sheofhlnq is nailed 5 on-dentef at the panel edge to obtain higher ~hear capacities nailing reRu[rements tar structural melt)ers shall be doubled , or alfemafe connectors such os shear plates , shal) be used to maintain the load pafh. When wall sheothinq is continuous over connected members , [he tabulated number of nails shal/be permitted fo be reduced to 1 - ll~d nail per foot. lmm GENERAL NOTES DESIGN CRITERIA: ~i~ ~- r~LdM[-~H CERTiFiCATiON # ~ Iii 1. ALL WORK ~TERIAL, .D EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. C;EF'--'~ '~TION OF ,'v LiFAD CONTENTBEFO ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS 40 PSF., NAILING ~- RE/// °~ Iii - WIND SPED - 120 BPH (~'" ' : DECAY - SLIGHT , 2Z ~ -. 4. PROVIDE DOUBLE H~ERS AND TRIB~ERS AT ALL ICE SHIELD UNDER~YM[~ REQUIRED YES ii ,lij =~ ,oo, ,,D "'"""' ': : SIEGEL P~TmONS, EXCEPT ~ NOTED ON D~WING. DESIGN IN ACCORD~CE W~H AMERI~N FOREST :: ~' i ' ~ FLOR B~S. SPACING NOT TO EXCEED 8.0 ~. FOR '~=- FA""Y HOUSE- ~RESCR'~E "ES'O" "UHOD ~-:- RESIDENCE 6. ~L DIMENSIONS AND G~DE C~BTIONS TO BE ~ ~ NEW CONSTRUCTION AT VERIFED BY CONTR~TOR(S) PRIOR TO ST~T OF ~ CONSTRUCt,ON ,D O~D[R,~ Or ~T[~LS. T,,S WINDBORNE ~ ~ ~ ~ ~ ~ ...... ~= ~ ~ t.~ ~'ru- . z , ~ ~ ~ IN GREENPORT, NY FOUNDATION ~ BEEN DESIGNED FOR A SOIL LEssB~RIN~T~N~PAC'~s=. CONT~CT~Or ~ ~)S~LLTSF A,O ~DES DEBRIS PROTECTION SCHEDULE '~ ~ j ' : = ~=~ ~ ,:: , , ~CHITECT VERI~ THAl ~: ~g~ -- ~ I J THESE CONDITIONS ARE ~. ALL FILL BEN'TH = = I ~ ~ ] ~ ~ ~= , , ~ - CONCR~E S~BS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTU~L PANELS WI~ A THICKNESS ~ ...... ~ - * ~ _ RE~E DENSI~. OF MIN 7/16 INCH ~$TH 2-1/2 ~6 ~D SCREWS, ~~ P.O.~X 7. ALL H~DERS 6.0 ~ tN LENGTH ,D O~R TO BE SPACING: 12 INCHES, ~E TO BE PROVIDED TO CO~R ALL PLUMBING WASTE PROPOSED WEST ELEVATION SUPPORTED BY ~UBL[ UPRIGHTS 9.0 H AND ~ER THE G~ED OPENINGS OF THE PRO~SED BUILDING & WATER LINES ~ED ~ T[U 631-477 8624 BY TRPLE UPRGHTS. ~L H~ERS TO BE FOR ALL WINDOWS .D DOORS WITHOUT OPE~TION~ TESTING DEFOE COVERING F~ ;, // ~ OWNERS MINIMUM OF 2-2x8 OR AS S~WN ON D~WING. WOOD SHU~ERS ME~T i: ~ 8. PROVIDE FIRESTOPPING AT ALL L~L ' ELLEN ~LDSTEIN PEN~TIONS ~!~ /~ CO~ /~//~ ~ 1075 ,~RES~ ~A BEGELLN NO~H g. PRO, DE F~SHJN~ AT ALL ROOF BR~KS, ~REEN~T. NY 11944 CHIMN~S, SKYLIGHTS, E~ERIOR DOORS, WINDOWS ~ / TEL: ~6-25g ~O DECKS ~C.. AP~RO','~D '*~ ~'-':TFD ~X,~ ~ ~,,,,- // fi// 10. ~ NOT SCA~ D~WINGS. WINDOW SCHEDULE ~~X~' - ,. ..~,s~g~c~.~ ~. )~--~ 11. DESIGN CONSULT.TS OR RECORD AROH,ECT- ~, ~ ~ "~ // ~ ENGINEER ARE NOT RESPONSIBLE FOR THE PROPOSED WINDOWS ~g ~DERSEN PRODUCTS 400 SERIES. INSPECTION, SUPERVISION, OR ADMINBT~flON OF ~ // ~ ~ ~ ~ THIS CONSTRUCTION PROJECT. FEDE'L, 'ATE G.SS TO BE HIgH PERFOR'NCE LOW-E G'SS ~ '~ ~'~ AND L~AL ZONING AND BUILDING CODE COMPLANCE SCREENS ARE PRODDED FOR ALL WINDO~ AND ~ORS j~ ' ' ,, S~LL BE THE RESPONS~BiL~ OF THE G~SS TO BE HIGH PERFORate LOW-E G~S ~ L L~' i J: : I J CO'ClOP. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS : I I ..... : 12. THIS D~WING IS AN INSTRUNENT PREPARED TO ' " J ~' , FACILffATE CONSTRUCTION AND S~LL NOT BE . ~:~L ~ = , ~ ~~I~ CONSTRUED AS A CO~RACT B~EEN BUILDER ,D E ~ OWNER. Mark Size Description Quantity ';:~, ~ ..........~ T ~ ~ CONSE~ATION CODE. B NLGD6OSOR ~OUNE GLIDING DOOR 1~~ B NLGDCOSOL ~RROLINE GLIDING DOOR I ~ 14. ENGINEER TO BE NOTIFIED IN WRITING OF ~L C NLGD12080-~ N~ROLINE GLIDING D~R 1 ~EQUJ~E~NT8 OF TH~ COD~S OF N~W EX~STINC WEST ELEVATION C~GES PRIOR TO ~D DURING CONSTRUCTION. g A21 AWNING ~ YO~K 8TATS. NOT ~m~ONSIBLE FOH ~ - 15. EZCTRICA AND MECHANI~L COMPONENTS TO BE E 26510 DOUBLE-HUNG 2 DESIGN OR CONSTRUCTION ERRORS. DESIGNED AND SPECIFIED BY OTHERS. F 45.5'x72' S~LIGNT, FIXED, NO BLINDS 3 1E CONTRCTOR SHALL OBT~N EL PER~S AND G 2820 BASEMENT ~INDO~ 1 RETAIN STORM WATER RUNOFF INSU~CE NECES~Y TO PROTECT THE ENGINEER PURSUANT TO CHAPTER 236 .~ o~,~. ADDITION TO A 3 BEDROOM RESIDENCE ~=. ~o ~o~ ~c,~,~ ~,,sm ,ou,~,~, ~AL~s DRAWING SCHEDULE OF THETOWN~ODE. UNTIL FLOOR SYSiEN INSTAL~TION IS CONPL~E. A-1 TITLE SHE~ - DESIGN CR~ERIA - GENERAL NOTES ~TE: ~/21/2009 ,_, =,.N BUiLDiNG PERMIT APPLICATION A-5 ~-BUILT 1ST AND 2ND FLOOR P~NS ~ S~: A-4 FOUNDATION P~N ~ ~ T~TLE SHEET A-5 PROPOSED 1ST FLOOR P~N SEPTEMBER 18, 2009~ Ceneml No~es A-6 PROPO~D 2ND FLOR P~N ~ Design CHted~ A-7 CROSS SECTION A-8 PRO~SED WEST AND ~ST EL~ATIONS FRANK W. UELLENDAHL, ARCHITECT P.O. BOX ~6 CREENPORT, NEW YORK 1~944 A-9 PROPOSED NORTH ~D SOUTH EL~AT~ONS A-lO CONNECTORS, CRITIC~ PATH A-11 ~tLINC SCHEDULE, FRAMING NOTES ~ ~G. NO ZONING CALCULATIONS LOT AREA = ca. 16,830 SF ~ J'J'J EXIST'G BLDG. COVERAGE= co. 2,032 SF AgDED BLDG, COVERAGE : co. 595 SF TOTAL BLDG. COVERAGE = ce. 2,625 SF ALLOWABLE BLDG. COVERAGE R-40: 20% OF LOT AREA = co. 3,366 SF 7~ , jl t PROPOSED ADDITION / OtC PI~ODFn~, EXiSTINg B"~C'"'['O D['~'OVEB 1 ~. SIEGEL ~ CiTIf 5'---z~z,~ RESIDENCE /~- ---- ~ 1075 J~DGRES LN NORI'H /F -~~l ~ ~N OREEN~ORT, NY / j DATE: JULY 22, 2008 ] --=, /~ --- ~ A~cHrrEc'r '- POBOX 316 ~ C'R~ENPORT,' ~7 11944 ~ EL: 631-4 7 8624 ~! OWNERS & [TTA Si[GEL EXISTING DECK ~ 1075 J,~OORES LN NORTH EX'. Tffs ECK ~] GREENPORT, ~ 11944 ~ TEL: 646~259 5609 $¢^Lr: 1/1~ =1'-0' ~ 0c~: v~r--r-o' 139.04 LENGTH OF' PROPERTY SITEPLAN~ ~t,~ ~N MOORBS LANE NORTH scT, : 1000-33-02-32 TOWN OF SOUTHOLD ~ ~o. ~E __ _ SUFFOLK COUNt, N~ YORK ~~ A - 2 I l iiii I !, i ~ il i :! :i :1 ~"~ ~ ~ .... ~,~ ~l,,w , SIEGEL DN """~--'~ open to belo, ~ RESIDENCE 1075 t, IOORES LN ~ IN GREENPORT, NY BEDROOM 2 ~ LO~~~, , ARCHITECT .... n r- ~ r ...... n r---q r J il ~ ', ~ ~ ~ ~ ~ ~ ' ': i ; ~: F~K gELLEN~L P.O.~X ~1~ = ,= ,,, Jj EXISTING 2ND FLOOR P~N ~ ~ ~-~7x ~ OWNERS ~'-5' ~ ~EN ~D~EI~  ~ ~A ~EGEL 1,300 SF ~o7s ~R~ · GREEN~RT, NY 11944 I j ~ EL ~259 56~ DECK ~ . lIE, -- ~ ~ 578 SF ~ ' , , ~ BEDROOM 5 ~ . DINING RM - . ~ - ~ i · , LIVINCROOM PlaTES STUDIO - i ~ ~TE: 09/18/20~ J BEDROOM I ~, S~: 1/8' = 1'-0" AS-BUiLT ~ ~ 1ST FLOOR P~N · , ~ 2ND FLOOR P~N EXISTING l ST FLOOR P~N ~ D.O. ~E A ~- ......... ~ PROPOSED ~ Z - ,~) ....... -~ ADDITION -- '~7 + ,2'-5' ~ .,· STRENGTH = 5000 PSI AT 28 DAY ASTM ~ III ~I I C-94 READY MIX CONCRETE. ~ ~ F , , I , . ALL FOOTINGS, FOUNDATIONS, ETC SHALL ~ i . . _ i REST ON UNDISTURBED SOIL. , [, .~ ~ i ~ ALL FOOTNGS AND FOUNDATIONS SHALL BE : "I ,,,' ~ FORMED. Ii N ~ oO ~~l, I ' VENT 16X8~ ~ ' I ~~ CRAWL SPACE BASEMENT I ~ ~ I ~ ~' ~' m ~ ~ ' i ' 2X8 5/~, FLOOR SUBFLOOR, JOIsTsNAILED ~ 16"AND O.C. GLUED ~ ~'SIEGEL ~ i~ ~ R-19 FLOOR INSU~TION ' ' , r ' S LZ RESIDENCE i VENTED ,. ~ - ~ - ~ - - - 2" CONCRETE DUST COAT ON ~ N~ CONSmUCTION AT ~[ ~ = I I ~ I v m ~,,MIL POLY VAPOR BARRIER ON COMP. GRAVEL ~ 1075 ~RES LN l, I12'D, SO~TUBE Ljj CRAWLSPACET i I I .,~ I L 1--- POURED CONCRETE WALL 'INGREENPORT, NY ~: ~co,c~E ~E~ O, "~ ~ = r ~'-4" 12'-0"X2'-0~¢-0" P.C. I X POURED CONCRETE FOOTING WITH ~ ~ I 5-~4 REBARS - 5" ABOVE BOSOM OF FOOTING ARCHITECT I ~ ACCESS PANEL~ ,i 2'-6~ I 5/8"X12" ANCHOR BOLTS ~ 48" O.C. ' II I ~ ~l il ~ 2" RIGID FOAM ~NSU~TION ON INTERIOR WALL ~ P.O.~X I I~, [- I ~E~K BITUMINOUS DAMPPROOFING TO GRADE ~ ~REEN~T,TE~ 651-477 i * I ~ ~ I I SILL SEAL ~ OWNERS r I ~ ~ I I ~ ~ m . I I TERMITE SHIELD ~ ELEN ~m~lN ~ I I L~ I ~ i I : I ~ ~ ~A SIEGEL ~ I L ~ , , 1075 ~RES LN NORTH · OREEN~RT, , I DOUBLE F~MING UNDER W&LLS~~ ~ ~ - ~ ~ ' ' ' - i ~ II x EXBTING FOUNDER~ ~VFNT I~n ,I ~ / ./ ~E~ · ~ ~UNE OF r UP .... ~ m BASEMENT ~ ~ I I J EX~STING STRUCTURE I I I ~ :' L ~NT16X8~=~ TO BE DEMOUSHEDvENT 16X8~ 1"' '" ~ ' EXISTINC FOOTINCS ] ~ LL =___ , , AND OSTS NOT SHOWNJ ?'~ ~'-~o" t ~" ~ ~=: e/~/~ . :8'-2" . 5'-4"F'~ 5'-0' ~ S~E: $/m': ~'-0" WASTE UNE TO EXT'G~ 1ST FLOOR P~N LEGEND SEPTIC SYSTEM/ , , , EXISTING WALL ~ ' ' '' , , ,,, ;, ~ A - 4 WALL ABOVE EXlSTIN6 ~ SOAE ~/16" = Y-O" ~ ~¢. NO ,SUP DECK 38 SF NLDDI2080-4 (2) I-3/4'Xll 7/8' LVL HEN)ER RECREATION ROOM PI[ATES / PAINTING CATHEDRAl_ CEILING HW FLOOR 12'-0" 4' 10" 5'-1o" .4i F-10' I~1 STORAGE CLOSET 8'-0" CEIUNG LINE OF ~/~ EXISTING STRUCTURE TO BE BE~LISBED PIANO RM / GUEST BR CATHED~AE CEILING HW FLOOR (2) 1-S/4'Xll-7/8' LVL HEADER PROPOSED ADDITION EXTG DH 28/54 TO BE RELOCATED HW FLOOR 1T-2" .6". 10' 8" 18'-2' · 5' 4" 5'-0" LEGEND NE~ WALL i ~ EXISTING WALL DEMOLIIION [NEW FLOOR AREA 1st FLOOR = 774 SF] [NEW COVERAGE 1st FLOOR = 593 SF] EXISTING EXT'G SLIDER 6068 TO BE RELOCATED (2) 2X8 GIRDER 2'×2' TILEE] KITCHEN BEDROOM 1 DECK 1-3/4"Xll-7/8" LVL HEADER DINING LIVINGROOM IELECTRICAL LEGEND J t QL~II4~LEX ~[~PT,~LE OUll~r J~O~ s,~ DE~? i ~ CO DETECTOR TEL~ON / ~ N~ CONS~UCTION AT I ~ 1075 ~O~S LN ~J G~EN~RT, ~19~ m OWNERSI [LLEN ~L~ I ~ mA ~[L I 1075 ~R~ LN ~H I GREAT ~ t lll~l~l 1ST FLOOR PLAN SCALE: 3/16' = iLO" ~)~ D~G. NAME A-5 D~. NO 18'_2~ AXe31 (2) 2XSmHEADER o.¢. IIII _'Ti WRADpD IN ¥~' PANE, P~JNTEDIIII HB L IHl lll~ [ IH ~ IIH ~OUND S~ ~ IIH / IIII ~H I1~ IIII OPEN TO:ill BELOW Illl Jill 2x~ H~R EL - ~lIT .Ii llil ~(2) 2XB HEADER OPEN IL;IB BELOW IIIB ~ IIII III SKYUGHT IIII III [] IIII --I~ IIII III IIII IIII IIII (2) 2x8 HEADER AXW3T AXW81 LEGEND NEW WALL EXISTING WALL WALL BELOW INEW FLOOR AREA 1st FLOOR = 0 SF I PROPOSED ADDITION EXISTING "'' DECK DN OPEN TO BELOW BEDROOM 1 I LOFT l ~ T 3 [ I I I I ;: i OPEN TO BELOW i i i 2ND FLOOR PLAN S~LE: 3/16" = 1'-0" RESIDENCE NEW CONSTRUCtiON AT 1075 N~OORES LN NORIH IN GREENPORT, ARCHITECT FRANK UELLENDAHL KO.BOX 316 GREENPORT, NY 11944 TEL: 651-477 8624 OWNERS ELLEN GOLDSI~IN & ETrA SIEGEL 1075 NOORES LN NORTH GREENPORT, NY 1194~. 'EL: 6¢§:250 F~o~9 PROPOSED PLAN DWG. NA~E A-6 ©5 ~o. NO CONT, RIDGE VENT RIDGE TENSION STRAPS EACH RAFTER PAiR ROOFING: 50 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT SHINGLE TO MATCH EXISTING 5/8" CDX PL~OOD SHEATHING -- R-58 BATT INSULA?ION W/ BAFFLES BE~EEN 2X12 ROOF RAFTERS ~ 16" O.C. 1/2" GYPSUM BOARD (3) 1-3/('X20" LVL RIDGE BEAM 45-1/2'X72" SKYLIGHT STATIONARY NO BLINDS II R-SO INSULATION f-4" X 8" CONT. P.C. FOOTING W/ 2X4 VENTED CRAWL SPACE DBL FRAMING AROUND SKYLIGHTS -- 2xB COLLAR TIES @ 80" O.C. WRAPPED IN 3/( PINE, PAINTED CONT. ROOF VENTS ~ EXPOSED 2XB RAFTER TAILES, PAINTED WALL 1/2" GYPSUM BOARD R-21 INSULATION 2"X6" @ 16" O.C. 1/2" CDX PL~OOD HOUSE WRAP BEVELLED RED CEDAR SIDING, CLAPBOARD TO MATCH EXT'G 2X6 WALL CONSTRUCTION W/ R-21 INSULATION 2X6 TRT'D SUBSILL + 0'-7" T/FIN EXISTING 1ST FL. EL, 1/2"X 12" ANCHOR BOLT @ 46" O.C. w/ FENDER WASHER. (5) #4 REBARS PERIMETER DRAINAGE IN GRAVEL BED TO DRYWELLS SIEGELI i RESIDENCE NEW CONSTRUCTION AT 1075 t/~)ORES LN NORTH IN GREENPORT, NY ARCHITECT FR~K UELLENDAHL P.O.BOX 516 ~REENPORT, N~ 11944 TEL: 631-,I77 8624. OWNERS ELLEN ~LI)STEIN ,k Ella SIEGEL 1075 1400RES LN NORIH GREENPORT, NY 11944 TEL: 646-259 5609 ~E: SCALE:3/8': 1'-0" PROPOSED CROSS SECTION DWG. NA~E A-7 ~G. NO Iil ~.. ~ ~ ~ SIEGEL --RESIDENCE NEW CONSTRUCTION AT ~ 1075 WOORES LN , = ,, .... m, m ~,,~ ~ ,,,m , = ~m = ,~ ~ ~, ,, ~ m ,, m m,~mm, m~ ,,~ , ~ mN OREENPORT, NY ,, II ,I ,111 , , ~ , ~ ' ~ ~ ~K ~N~L ~ , ' j ~ GRE~P~, ~ 119~ ~ ~ ~ ~ ~ _ ~ ~ , ~ EL: 631-477 8624 :::u :::::~ ~ OWNERS ELLEN ~IN _ ~ ..... 1075 ~RES ~ ~H ~ ........ ~ OR~N~T, NY 119~ TEL: 646~2~ WEST ELEVATION -, ,-,,,-' ' ~! ~ !J ' I /~~ ~ , ~ ~' ',, , ~ , ",, , ,,': ~ ',, ~ ;t~,,~ //~ XXX ~ ~ m ~ , ;:Y: I.,~ DATE . - ...... ~ ~ ~,~.=,.-o. --- --- PROPOSED i : ;~ ~ WEST ELEVATION EAST ELEVATION ~ A - 8 SIEGEl. '~'''" ' : [ ESIDENCE NEW CONSTRUCTION AT ~ :~'/ ----._.~'-.... UI ,, , ; i ~/ ~ ; ~ !, ~ Ii 1075W~RES~ I ~ ~ IN GREENPORT, NY ~ ARCHITECT ~ E~ ~31-477 8fi24 ~ ~ ' ~ OWNERS BATHROOM ::~ z _ E~N ~LD~ - ~~'~ 1075 ~S · NORTH ·j ~ AL: 646=259 5~9 NORTH EL~ATION , ! , : : :, / ~.¢~. I , i I ;~ , , ~. , , ,,'1 ~ ' , '~~~- I I ~~~ ; I i i, i i , I ~ i ' ~ / h ! i II , ~!l IiI ,! I'~ ~ ' :t ==:: := ~ ~ i -~ PROPOSED ~ e :: i _ ~ NORTH ELEVATION SOUTH ELEVATION BATHROOM RIDGE TENSION STRAPS ! ~ Zmm ~ 1 1/4" WIDE - 20 GAGE  METAL STRAP ~ EACH RAFTER PA,R i " CONNECTION REQUIREMENTS 4 - 8d NAILS : ICE SHIELD UNDERLAYMENT i ; REQUIRED - 24" FROM EDGE ~ ,! HURRICANE CLIP~ , TYPICAL. _ RA~ER TO TOP P~TE i ~ ,.: ~ [ : ~CU T~E 3.3 A - (~ AT. T0 T~ 3.3) - 10 ~ W~ 4-~ COMMON ~mLS (TOENAILED) REQUIRED ~'~(~D~2M / ~PROVIDE 8d COMMON RAFTER TO STUD. - ~ ~NAILS ~ 4" 0 C AT ROOF TO WALL ~ mN GREENPORT, NY 1-1/4" X 20 GAGE STRAP ~ ARCHITECT ~ F~K UELEN~L EXTEND TO TOP OF TOP P.0.~X PLATE. ~ GREE~, ~ 11944 ~ UPLI~ STRAP CONNECTION REQUIREMENT WALL T0 FOUNDATION ~ 0WNE~ WFCU T~E 3.3 B - (~E~m~ AT. T0 T~ 3.3) - 18 ~ R~F SP~ ~ ~N ~LD~E~ ~ ~A S~L 5-8d COUUON ~ILS IN ~CH END 0F j 1-I/4" X 20 ~GE ST~P J ~ GREENP0~, ~ 11944 TEL ~6=25g (2) 1 1/4" WIDE - 20 GAGE x METAL STRAPS AT DOORS FOR IIII SILL P~TE TO FOUNDATION ANCHOR BOLT ,EADER TO STUD CO,~CTO~ IIII CONNECTION RESISTING ~TE~L A SH~R LOADS p 1/4" WIDE - 20 GAGE : 1/2' ANCHOR ~LT ~ ~, 46' O,C MAXimUM. SILL P~TE TO FOUNDATION ANCHOR BOLT ' J CONNECTION RESISTING UPLI~ Jj ACQ SILL PLATE 18T FLOOR/lit (~ - ~ ~A~LS ) X ' ~T~ DOUBLE ~ACX STUDS /l~/ ~ : ~/~ ~ 8" P.C.rOU~DAT~O~ ~ CRITICAL PATH SECTION ~(~) ,~ ~.~ ELEVATION CONNECTIONS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A- 0 RIDGE TENSION STRAPS 1 1/4" WIDE - 20 GAGE ~ METAL STRAP @ EACH RAFTER PAIR ~ 4 - 8d NAILS I ~ CONNECTION REQUIREMENTS ~ ICE SHIELD UNDERLAYMENT { ; HURRICANE CLIP~ TYPICAL. i RAFTER TO TOP PLATE '~ LATERAL AND SHEAR CONNECTION ~~ ~CM TABi r 3.3 A- (PRESCRiPTrvE ~LT. TO TARE 3.3)- 10 F[ WALL HE~ 4-8d COMMON ~ILS (TOENAILED)REQUIRED j~>~' IN EACH PA"ER AND TOP PLATE ~CL~I~T~N~I~D~.~R~OM / ~PROVIDE 8d COMMON RAFTER TO STUD. - ~ ~NAmLs ~ 4" OC AT, ROOF TO WALL 4 - 8d NAILS EACH END/ ~ SHEATHING. ~-~ COMMON ~ILS IN ~CH END OF 1-1/4" X 20 GAGE STRAP APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. UPLI~ STRAP CONNECTION ~EQUI~EMENT WALL TO FOUNDATION 5-8d COMMON ~ILS IN ~CH ~ND OF 1-I/4" X 20 ~GE ST~P x (2) 1 1/4" WIDE - 20 GAGE METAL STRAPS AT DOORS FOR II1( SILL P~TE TO FOUNDATION ANCHOR BOLT HEADER TO STUD CONNECTION I Ill CONNECTION RESISTINC ~TE~L ~ SH~R LOADS AND FOUNDATION TO STUD CONNECTION WFCUs~8. T~ANCHOR3,2 A~LT- (~R~ ~. 72'AT'O.c.TO oRT~ 3.2) m~ ~/4" WIDE - 2o GAGE 1/2' ANCHOR ~LT ~ ~. 46" O,C l ii ~ETA~ SmA~ ~ ~8" OC. SILL P~TE TO FOUNDATION ANCHO~ BOLT j ~AXJ~UM. CONNECTION RESISTING UPLI~ ACQ SILL PLATE ~XIUU~ ~CHOR BOLT SPACING: 72 INCHES WRAP + NAIL STRAP~ P.O. FOR 6' SLIDING DOOR J J J J j ( 4 - 4d NAILS ) ~ ~TH DOUBLE JACK STUDS/J~l'm AROUND SILL PLATE R O FOR 16' SLIDING DOOR AT ANCHOR BOLT ~ 1 1/4" WIDE 20 GAGE ~T~ TRIPLE JACK STUDSJ~Jl : ~/Z ~ ~" ~.O.rOUND*~,ON ~ <~) ~..~.~ ELEVATION CON N ECTIONS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE - WECM I Joint Description I ,a, Si es I No, Spacing I I-- 1. ALL FRAMING LUMBER SHALL BE GRADE ST~PED 8d per rofter BETTER.DOUGLAS HR-LARCH STRUCTURAL GRADE No. 2 OR X ue,mg^Ra!'t'er t,o.TPRumsz toP~tehop r'~aze~'T'°'e-ogiled)~moeTpa,eo)';' ~all Height:, 10 ft, Spacing 16" O.C. (Toble .~.3A) 4~ per joist Ceiling Joist to rorallel Kalter Lra~e-oailed] , ee:,h !ap 2. ALL MtN. SHEATHING THICKNESS TO OR BE AS APA NOTED. RATED, EXPOSURE 1, 5/8" ~Blocki,,ng Collar Ceillru:j ,.Jolst ne t?t° ,Ra~er, Laps Rofter°V~'r 0'°,~£ qailed)/Foce-nai{ed) Partitions,(Face-noi~ed) ,, 2 n-'/%d n/,o each per each tleend lap Klm i:,,o~ra to Kofmr ~r_na-nai]ea) 2-16d each end L ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, - SIEGEL EXPOSURE 1, ,~/4' MIN. THICKNESS. ALL EDGES OF b ~ ~, ~ ' ~ PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS, ~Top ,P!o!e to,Tpp, Plate,. (Eac,e,:noiled).,., 2 - 16d ,. ,per fo,at ,Dp r,o,es a, ,mmrsec~mn.s, t, race-no,iea) 4-16d ,o,ms-$ocn side ~ RESIDENCE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED ,S, tud, to,Stu, d (,Foce, Fnoiled) .... 2 - 16d 24 o,c, HeDGer lo Header Lrace-nmlea) 16d 16" D.C. olong edges WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH N~ CONSTRUCTION AT 1075 MDORES EN NORTH ERIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plote to Stud (End-nailed) 2 - 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2xB stud ~ IN GREENPORT, NN, 2 - 16d per 2x8 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S, CODE OR AS NOTED Bottom Plate to Floor daist,B~ndjoist,Endjolst or BIocking (Face-nailed) 2 - 16d per foot ~ ARCHITECT ~ B'-O" O,C, MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. ~ CO-~ ~ -'m,,'ih.$ ~ FRANK UELLENDAHL ~ P.O.BOX 316 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, J~ois, t.to ~Sill~ .T,op,?late g,r ,qlrder (Toe-nailed) 4 - Bd per joist ~ GREENPORT, ~ 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. ~rlog~ng m dais[ I,l~oe-nolleaj 2 - Bd eac~ end ~ TEL: ~1-477 8624 ~B!ocFin9 !o J~.o, ist tl~oe-n,,~il,ea) ..... ~ 2 - 8d each end ~lOCK~ng~[O ~11 or mOp/lam ~ ]~nallea) ~ - 16d each black ~ OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL L,e.dger~!rip. to ,B~ ~Fac, e.-naile~J ,, 3 - 16d each. jolt PARTITIONS OR AS NOTED ON DRAWINGS. oomz on Ledger ~o ~om ~moe-~nalleo) ~ - 8d per jOlS~ ~ ELLEN COLDSTBN ~Band, J, ois! !o ~.o, ist (E.,nd-~911,ed) ..... 3 - 16d per joist ~ & ETrA SIEGEL 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED uana aoisi ~o bi, or mop mo~e uoe-nailea) 2 - 16d per foot ~ 1075 UOORES LN NORTH GREENPORT, NY 11944 WITH RATED GALVANIZED METAL CONNECTORS BY ~ TEL: ~46~259 5609 "TECO" OR APPROVED EQUAL. :~, ~:,:F --~,~ r..;;//'~ Structurol Panels §d other4" o.c.6 ,perimetero.c. edgesZ°neof 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior // ~co/ "; . BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of penal ~" SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonat.Boar~ SheoJ, hing ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1. x 6 ,.or 1 x 8" 2 Bd per suppo~ I x 10 or wider 3 - 8d per suppor~ lO. PLYWOOD SHEATHING TO BE NAILED WITH 8 d , 4' ~'~ Z~ .I ~ ; E~T ~ %,3 INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field ~i ' /' lf. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ,,',,'~ ~ ~1~ .,:: . t2. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels 7 / 16' 6d 3" edge / 6" field AND STUD WITH GALVANIZED HURRICANE IYPE 25 / 32" 8d ~' edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7' edge / 10" field , CONNECTIONS. H'a'rdboard 8d 6" edge /, 12" fleld Padideboard Panels 8d 6" edge / 12" field ~ i 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD-I-BEAMS AND LVl. 1: x 6".or 1" x 8' 2 - 8d per suppo~ PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1 x 10 or wlder 3- 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB :-'F ~,-~,',T r,,' STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND S~ructural Panels ~'~ BEARING POINTS AT A MINIMUM. 1" or less 1" 8d 6" edge / DATE: 09/18/200g HANDLING, STORAGE, AND ERECTION OF greater than 1Od edge ~ o field COMPONENTS SHALL BE AS PER ~NUFACTURERS SCALE: NTS RECOMMENDATIONS. Olagonol Board Sheathing l:x 6".or l"x 8" 2 - 8d per suppoq ~ FRAMING NOTES 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 1 x 10 or wider 3 - 8d per supportj~:: Nailing Schedule GALVANIZED MACHINE BOLTS t} 12" O.C.. .Nailing requirements are based on wall sheathing noited 6" on-center at the .panel edcle. If wall sheathing is nailed 3 on-center at the p~nel edge to obtain higher shear capacities ,~ nailing regu~rements mr structural memoers shall~ ~ D~G, N/~WE F be doubled,or alternate connectors ,such as shear plates ,shau be used to maintain the load ~th. When wall sheathing., is continuous over connected members , the ~abulated number of nails sha]l be permitted to .1~" _12~ 12' . 12' . be reduced to 1 -iod nail per foot. O~' OW~. NO