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HomeMy WebLinkAbout29401-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30840 Date: 04/01/05 THIS CERTIFIES that the building ADDITION Location of Property: 57 CHICKADEE LANE GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 1 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 12, 2003 pursuant to which Building Permit No_ 29401-Z dated MAY 20, 2003 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING (UNIT 57) AS APPLIED FOR. The certificate is issued to PECONIC LANDING AT SOUTHOLD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 77631C 12/03/03 PLUMBERS CERTIFICATION DATED N/A -"14 A"4 u ori? d Sigiiature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD Q BUILDING DEPARTMENT TOWN HAIL 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: L Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. =. 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 I. 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 Date. //J & O / New Construction: Old or Pre-existing Building: (check one) n [ Location of Property: 5 7 C lF (GV ,*7)e P Lir' C1I1 Q aJ'�.C/�JJ � wo House No. Street Hamlet Owner or Owners of Property: �dj C 15e.1 Suffolk County Tax Map No 1000. Section � S Block � Lot 2 S' Subdivision Filed Map. Lot: 1 Permit No. 2 cyY0( Z- Date of Pernut.M4 2,o01 Applicant: ZS��)y./J Tfv S, //-- / Health Dept. Approval: Underwriters .approval 7 7V � ! C- Planning Board Approval: ---�' / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ (25—' 00 f �C /� . ppli ant Signature z ,z Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application y 12/3/03 375 Dunton Avenue 77631C +x East Patchogue, New York 11772 Ni (631)286-6642 ' Issued To: Vincent Street: 57 Chiekabee Lane Village: Greenport Zip: 11944 Town: Southold ..�" Section: Block: Lot: ? Contractor: Elec-Tec Electrical Contracting Lic. # 4814-E Was examined and found to be in compliance with the National Electrical Code. JJ Commercial ❑ NV Defects ❑ Pool Ll let Floor JJ Indoor JJ Basement JJ Hot Tub FX7 Residential ❑ Det. Garage ❑ Attic ❑ 2nd Floor El Outdoor JJ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 8 3 3 1 <. Dishwasher Washer/Amps Dryer/Amps Oven RangerAmps Microwaves Furnace on Gas Circulators Smoke Detector Bell Transformer ` 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg.-Permit: T Other Equipment .� Hugo S. Surdi President Rough Inspection: 07/10/2003 Inspector: Jerome Damico Final Inspection: 12/02/2003 ` Inspector: Sean P. Hightower 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. 29401 Z Date MAY 20 , 2003 Permission is hereby granted to: PECONIC LANDING 1500 BRECKNOCK ROAD GREENPORT,NY 11971 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING (UNIT 57) at premises located at 1205 MAIN RD GREENPORT County Tax Map No. 473889 Section 035 Block 0001 Lot No. 025 pursuant to application dated MAY 12 , 2003 and approved by the Building Inspector to expire on NOVEMBER 20, 2004 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Frank W. Uellendahl Architect PO Box 316, Greenport,NV 11944, tel:631.477.8624 fax:631.477.2997 email fuellend@optonline.net June 25, 2003 Client: 2 5 20F13 Pam and Brian Vincent Peconic Landing 57 Chickadee Lane _— Greenport, NY 11944 BUILDING PERMIT#29401-Z Living Room Extension to Cottage#57, Peconic Landing, Greenport FOUNDATION INSPECTION The foundation walls for the above referenced project were built in 8 inch concrete block, which deviates from the architectural design of 8 inch poured concrete walls. I inspected the foundation today and found that the work was done according to code. The location of the anchor bolts follows the architect's drawing. The top three courses of blocks were filled solid with mortar. The walls are properly plastered and dampproofed. The contractor provided the necessary access opening(ca 16"x24") into the existing crawl space and An additional ca 16"x8" vent opening for proper ventilation. I hereby state that the information provided above is true to the best of my knowledge. ED .4 UEQ � o 9 . 0 kUellendahl Copy: Building Department Island Installation q4c) 765-1802 BUILDING DEPT. INSPECTION OU ATION 1 ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY EMARKS: or DATE o? INSPECT 765-1802f� , _ ® BUILDING DEPT. �' INSPECTION [ ] FOU DATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY R ARKS: C A' w DATE INSPECT 6q7 ,q qn ) , 765.1802 BUILDING DEPT. INSPECTION [ ] FO NDATION IST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REARKS: _ 7r 'A16 4 1�-2 DATE O ,�, INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ULATION [ ] FRAMING [ ] FINAL [ ] FIREPMCE -CHIMNEY REMARKS ,J C� DATE l/ JINSPECTOR C;L vo / s 765.1802 f/ BUILDING DEPT. 1 NSPECTIO [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL 00 [ ] FRAMING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A/V A"mee z DATE INSPEC O B�� 765-1 802 DING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLA�& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ c Ile &vx— DATE (( INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] REMARKS: DATE INSPECTOR � •�' = � �/moi /lic / /% � %_ 1 / 1 NOW � /. INSULAT]ION PER N.Y. STATE ENERGY CODE F-4 rd 0 0 A'Od ME IF III OF WIN, 1/®L _ oma._ ----------- - --- -------------------- TONVN,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 2 Mr Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planting Board approval FAX: (631) 765-9502 -- Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. �,�//__ Trustees Examined_�. 20 03 Contact: 4pproved !! 40.20033 Mail to: ?""L)(1L�e/�fE'p« ��9��fssf� Disapproved a c_ ;i:1?N��, t.E� 64f Phone: 'fw— A53?4214 Expiration_ /Z--o 120 0� h Building Inspector r APPLICATION FOR BUILDING PERMIT I :iY 2 Date /Vk(/- / 20 0--F> INSTRUCTIONS L J a. " application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E 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 demoliti n as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housi ode, a regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( 'i afore of applicant or name,if a corporation) PFi1�o�C 3/l0 �i2E�s�oeT,yY /�r4¢ (MailiYig address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �7�cs-ftT�LT Name of owner of premises 3R/ee�N VlAic&A-� ! 6 PECOtiIc (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. /5t e94 LrD /rI/ST&ZZgV/G 2g 3¢D—ff/ C/ �o¢> Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -" r7 G_q,(6 b L House Number Street Hamlet County Tax Map No. 1000 Section 35 Block /� Lot 2 Subdivision Filed Map No. ?' Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy2��/ZJTjJ/'jL b. Intended use and occupancy AFF'wE ii L_ 3. Nature of work(check which applicable): New Building Addition t1 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 'y z"C�, — Fee '�/5�, (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. � n 7. Dimensions of existinstructures, if any: Front ;1 Rear .S/ Depth 5b -/0 Height v 22=9 , Number of Stories / Dimensions of same structure with alterations or Pdditions: Front Rear 51 Depth 50`-to" Height ^'22-yNumber of Stories / (7�1c+ / 8. Dimensions of entire new construction: Front Rear /7�f Depth Height ^, /(o� Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 2Co2- Name of Former Owner /V.9 11. Zone or use district in which premises are situated HD - Hx 7Lc-7- 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_NO t 14. Names of Owner of premises 3. ii IrL)CCA)r Address 57 Peso„r -- 4ay4 Phone No. 477 3 t20 Name of Architect Address 3/6 / Phone No 477 Xdz Name of Contractor /J,04,ee !li/a& iaz I Address Phone No. 717 x¢23 ,r2.vc.-LiF6.rt 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESNO — • 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. STATE OF NEW YORK) SS: COUNTY OFaI/ OZK) 7 �1(j� GIJ• 616ZLE4ITP9L/(- being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 49,eG 'f ,-7— (Contractor, (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 rile this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this i day of 200:5 40I Notary Public Signature 6f Applicant LYNDA M.SOHN NOTARYNoU B1ic,state of Now York Qualified in Suffolk County Term Expires March a.200.1 CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. UNDERWRITERS CERTIFICATE REQUIRED APPROVED AS NOTED ALL CONST RU0 r ION SHALL DATE:6 kj p D.P E MEET THE REQUIREMENTS OF THE FEE: BY. �� COPES OF NEW YORK STATE. ,�A •G�.�--�. NOTIFY BUILDING DEPARTMENT AT 765.7602 SAM TO 4 PM FOR THE FOLLOWING WSPECTIONS: ALL CONSTRUCTION SHALL I. FOUNDATION - TWO RWAMIED FOR POUFGD CONCRETE MEET THE REQUIREMENTS OF THE 2. ROUGH - FRAMING 6 PLUMBING CODES OF NEW YORK STATE. 3. WARATION 4. FINAL - CONSTRUCTION MUST LL COMPLETE FOR iwAsi MEET THE OCCUPANCY OR NW YRORK�NOTT�FOR USE IS UNLAWFUL DOW OR Q0"' 7m ovow WITHOUT CERTIFICATE OF OCCUPANCY Frank W. Uellendahl Architect PO Box 316, Greenport,NY 11944, tel:631.477.8624 fox:631.477.2997 email-fLiellend@optonline.net April 28, 2003 Client: Pam and Brian Vincent Peconic Landing 57 Chickadee Lane Greenport, NY 11944 BUILDING PERMIT APPLICATION Living Room Extension to Cottage#57, Peconic Landing, Greenport PLAN REVIEW RESIDENTIAL CONSTRUCTION Enclosed are three new sets of certified construction drawings designed in accordance with the New Building Code of New York State. - Use and Occupancy Classification : R-3 (Detached one-Family Dwelling) - Height and Fire Area : N/A - Type of Construction : platform construction for conventional wood light-frame construction - Design Criteria : - Prescriptive Design as per American Forest and Paper Association Wood Frame Construction Manual (WFCM)for One-and Two-Family Dwellings R301.2.1.4. Exposure Category B, suburban, wooded area, Mean Roof Height : 14 feet R301.2(2) Design Load Wall/Windows: Worst Case: Zone 5, 15 SF =25.3/-33.55 R301.2(4) Basic Wind Speed : 120 mph R301.2(5) Ground Snow Load : 45 psf R301.4 Live Loads : Attic without storage : 10 psf; Living Room : 40 psf - Window Schedule : attached - Nailing/Connection Schedule : see DWG A 3.3 - Energy Calculations : attached I hereby state that the information provided above is true to the best of my knowledge. ED qRc �W. UEQ& 0 � rankUellendahl qj� 0216A� �! OF NEIN Copy: Building Department Island Installation REScheck Package Generator Compliance Report iiEBthecic' PitlpP elPlo•Or Location: Suffolk, New York Construction Types:Single Family Code: New York HDD: 5750 Builder Name: ISLAND INSTALLATION Date:4/23/2003 Builder Address: 1295 Pulaski Street, Riverhead, NY 11901 Building Address: PECONIC LANDING, Unit#57, Chickadee Lane,Greenport, NY 11944 Submitted By: Frank Uellendahl,Architect Phone Number. 631 -477 8624 PROPOSED oingi Glazing Area 100 X 92.66 815.5 = 11.36% 11.5% Glazing Area Gross Wall Area Proposed Glazing Area Maximum Glazing Area R-Value Description Comments Proposed R-Value Minimum R-Value Ceiling R-38.0 R-38.0 Wall Cavity R-17.0 R-17.0 Wall Continuous R-0.0 R-0.0 Floor R-19.0 R-19.0 Crawl Space We n/a LI-Factor Description Comments Proposed U-Factor Maximum U-Factor Window U-0.45 U-0.45 Door Front door exempt U-0.35 U-0.35 Stalem n fpliance:The proposed building design represented in these documents is consistent with the building plans, spec";' d other cal I ions submitted with the permit application.The proposed building has been designed to meet the requir_=fl,.,. th ew. awltler I ��o �w.UE[ F Cy ba \9 . 02 �pFNEW� 1 Frank W. Uellendahl Archhed PO Box 316,Greenport,NY 11944, tel:631.477.8624, fQX:631.4772997 e-mail.fuellend@optonline.net April 28, 2003 Client: Pam and Brian Vincent Peconic Landing 57 Chickadee Lane Greenport, NY 11944 BUILDING PERMIT APPLICATION Living Room Extension to Cottage#57, Peconic Landing, Greenport WINDOW SCHEDULE All windows, skylights and sliding doors are Andersen products—400 Series-with high performance low-E insulating glass for 2x6 Wood Frame. Doors and skylights have low-E tempered glazing. Window and door grilles to match existing condition. Supply screens for all openings. All hardware to be Metro HW, color white. W# Qty AND.Series# Description Design Performance Windload Rating Wt 4 TW 2852 Tilt-Wash Double-Hung Window DP 25.3/-33.6 DP 50 2'-9"x 5'-4" DP upgrade kit required U-Factor= 0.35 with Grilles W2 1 FWG 6068 R Frenchwood Gliding Patio Door DP 23.7/-25.9 DP 40 5-11" x 6'-8" U-Factor= 0.35 with Grilles W3 2 SKS 2846 Skylight DP 181-28.6 DP 40 2'-4" x 3'-10" Offset Extension Pole Pleated Shades U-Factor= 0.44 no Grilles The proposed window design is consistent with the REScheck Package Generator Compliance Report which is part of this permit application. 1 WINDBORNE DEBRIS PROTECTION SCHEDULE The following precut wood structural panels with a thickness of 5/8 inch with attachment hardware are to be provided to cover the glazed openings of the proposed addition: W# AND.Series# Panel Size Span Fastener Type Spacing W1 TW 2852 2'-9" x 64" <6 feet 2-1/2#6 wd screws 12 inches W2 FWG 6068 R 5'-11"x 6-8" <6 feet 2-1/2#6 wd screws 16 inches W3 SKS 2846 2'-4" x 3'-10" <4 feet 2-1/2#6 wd screws 16 inches The fastening schedule above is designed for a maximum wind speed of 130 mph and a mean roof height of 33 feet or less. The mean roof height of the proposed addition is 14 feet. The mean roof height of the existing structure is 17 feet. Note: Fasteners shall be installed at opposing ends of the wood structural panel. ALL PROPOSED WINDOW, DOOR AND SKYLIGHT-UNITS ARE NOW AVAILABLE WITH IMPACT RESISTANT GLASS. ALTERNATE WINDOW SCHEDULE WITH IMPACT RESISTANT GLASS All windows, skylights and sliding doors are Andersen products glazed as windborne debris impact resistant unit assemblies with high strength .090" PVB High Performance laminated glass. The glazed openings meet the requirements of the Large Missile Test of ASTM E 1996. The design pressure of the proposed units is +501-65. Supply screens for all openings. All hardware to be Metro HW, color white. W# Qty AND.Series# Description Design Performance Windload Rating W1 4 TW 2852 Tilt-Wash Double-Hung Window DP 25.3/-33.6 DP 50 2'-9" x 54" U-Factor= 0.35 with Grilles W2 1 FWG 6068 R Frenchwood Gliding Patio Door DP 23.7/-25.9 DP 40 Imp HP7/Arg 5'-11" x 6'-8" U-Factor= 0.37 with Grilles W3 2 SKS 2846 Skylight DP 18/-28.6 DP 40 Imp HP7/Arg 2'-4" x 3'-10" Offset Extension Pole Pleated Shades U-Factor= 0.45 no Grilles 2 The proposed window design will be consistent with the REScheck Package Generator Compliance Report which is part of this permit application once the manufacturer confirms above quoted U-values for the double-hung window unit in the updated Product Catalog which will be published shortly.. The GC may opt to install the new Andersen product or a comparable product by other window manufacturers provided he shows all required documentation when applying for the Certificate of Occupancy, in which case the windborne debris protective panels may be omitted. The proper installation of units with impact resistant glass into a structure is critical to the units performance. These units must be installed in strict accordance with the manufacturer's instructions. (�(lED A 0 f copies: Building Department Island Installation 3 Matj 08 03 06: 27p Rydinian 6317288414 p. 1 WINDOWS - DOORS Andersen. m. m.aff THERMAL TESTS revised: 09/30.!97 05/05/03 03/18/03 THERMAL PERFORMANCE TESTS PER: 02/11/03 NFRC 100-91: PROCEDURE FOR DETERMINING FENESTRATION PRODUCT THERM.AL PROPERTIES ASTM C1199-91: STANDARD TEST METHOD FOR MEASURING THE STEADY STATE THERMAL TRANSMITTANCE OF FENESTRATION SYSTEMS USING HOT BOX METHODS ASTM E1423-91: STANDARD PRACTICE FOR DETERMINING THE STEADY STATE THERMAL TRANSMITTANCE OF FENESTRATION SYSTEMS USING A PERPENDICULAR WIND SECTION 1: NFRC CERTIFIED U-VALUES THESE VALUES TO BE USED FOR PRODUCT REPRESENTATION. (VALUES REPRESENT COMPUTER SIMULATED RESULTS VALIDATED THROUGH PHYSICAL TESTING) Mato 06 03 06: 27p Rydinian 6317266414 p. 2 NFRC TESTING RESULTS REPORT DATE EXPIRES UNIT UNIT "U" VALUE STANDARD Res. Non-Res R02041:AI 01/23/03 06/25/06 PSC NY Lam/Temp NFRC 100-97 HP7/Arg 0.39 0.39 R02042-Al 01/30/03 06./25/06 PSA NY Lam/Temp HP7/Arg 0.39 0.39 R02045-Al 01/30/03 07/05,106 CT- NL NY Temp/Lami CAR AND-N-007 HP7/Arg 0.31 0.31 R02069-A1 01/30/03 11/07,(06 T.W. NY Temp/Lami HP7/Arg 0.40 0.40 R02047-A1 02/05/03 07/05/06 TW PW NY Temp/Lauri HP7/Arg 0.37 0.36 802043-A1 01/23/03 06,25/06 PSC/A PW/ 02-34443.0 1 CTC/Circle/Oval/ CAR AND-N-054 200 Springline NY Temp Lami HP7/Arg 0.30 0.29 R02050-.A1 01/22/03 07/12/06 FLEX NY Temp/Lami 01-12272.02 HP7/Arg 0.30 0.29 CAR AND-N-017 803002 01/22/03 01/22/07 SPRINGLINE/ENHANC MENT NY Temp/Lami 02-34975.01 HP7/Arg 0.34 0.33 CAR AND-N-025 R02049-A1 03/07/03 07/12./06 ELLIPTICAL CARAND-N 0116 HP7/Arg 0.31 0.31 R02624-AI 03/26/02 03/26/06 FWG NY Imp CAR AND-N-006 HP7/Arg 0.37 0.36 802046-AL 02/25/03 07/05/06 FWH NY Imp CAR AND-N-010 HP7/Arg 0.36 0.36 802040-A1 03/18//03 06/10/06 FW Transom NY Imp CAR AND-N-065 HP7/Arg 0.37 0.37 802044-A1 02/25/03 06/25!06 FWH Outswing NY imp CAR AND-N-055 9P7/Arg 0.37 0.37 U99021-A1 02/06/03 08/09/03 SKS NY Imp HP7/Arg 0.45 0.45. 802081-A1 03/11/03 12/17/06 WW Transom NY imp TWT CAR AND-N-068 HP7/Arg 0.34 0.34 Mai 08 03 06: 28p "dinian 6317286414 p. 3 SOLAR HEAT GAIN COEFFICIENT TESTS revised: 10/01!97 05/05/03 04/24/03 TESTS PERFORMED IN ACCORDANCE WITH NWWDA/IVFRC 200 Window Simulation R02041-A1 01/23/03 06/25/06 PSC NY Lam,Temp NFRC 200 SHGC HP7/Arg .32 Res/.34 Non Res 802042-A1 01/30/03 06/25/06 PSA NY Lam/Temp NFRC 200 SHGC HP7/Arg .32 Res/.34 Non Res R02069-AI 01/30/03 11;07/06 TW NY Lam/Temp NFRC 200 SHGC HP'/Arg .32 Res/.33 !Von Res R02047-A1 02/05/03 07/05/06 TW PW NY Lam,Temp NFRC 200 SHGC HP7/Arg .34 Res/.35 Non Res U99021-Al 02/06.!03 06,125/06 Skylight NY Lam!l'emp NFRC 200 SHGC HP7/Arg .42 Res/.41 Nan Res 802024-A1 02/25/03 03/26/06 FWG NY Laln/Temp NFRC 200 SHGC HP7/Arg .28 Res/.29 Non Res 802046-AI 02/25/03 07/05/06 FWG NY Lam/Temp NFRC 200 SHGC HP7/Arg .27 Res/.26 Non Res 802044-AL 02/25/03 06/25i06 FWO NY Lam/Temp NFRC 200 SHGC HP7/Arg .27 Res/.27 Non Res 802045-At 01/30/03 07/05/06 CT NL NY Lam,Temp NFRC 200 SHGC HP7/Arg .35 Res/.36 Non Res 802049-A1 03/07/03 07/12/06 Elliptical NY Lam/Temp NFRC 200 SHGC HP7/Arg .35 Res/.36 Non Res R02081-At 03111!03 12,117/06 WoodWright Transom NFRC 200 SHGC TWT AND-N-068 HP71Arg .34 Res/.35 Non Res duN� S L ONG \S�PNO PECONIC LANDING /„ , , , , AT SOUTHOLD FR---8-01 HD / RESDENTIAL LOW DENSITY HIA11ET DENSLY / R-80 RESIDENTIAL LOW DENSITY R-80 SDENTIAL LOW DEN 'o MAIN ROAD N.Y S. RTF 25) n $ o F 's RESIDENTIAL LOW DENStt ^\ \ R—BO Ra ° RESDENITAL LOW DENSITY L 3 \ \ \ 0A Z y I iR z I M N LOCATION MAP SCALE: 1” = 600' I;VING ROOM W EXTENSION j TO THE °r OYSTER PONDS COTTAGE 57 ,'+, V, .. �i PECONIC LANDING I ROUTE 25 CREENPORI, NY I ARCHITECT: FRANK UELLENDAHL • `"""" "' I PROW 716 CREWORT, NY 11944 TE!. 631-477 8624 OWNER PAM k BRIAN VINCENT PECONiC 1PNDINC W CNK;KADEE LANE CRILN'PDRT, NY :,744 W i � ' T too a. ;- I 11 +y . I a6 � - ; - I im J LIVING ROOM ADDITION TO THE OYSTER PONDS COTTAGE #57 i DVL PECONIC LANDING, GREENPORT, NY 11944 — ;YCjp, P BUILDING PERMIT APPLICATION ! TE` DATE: 04/28/03 A - offFrank W. Uellendahl, Architect PO Box 316 Greenport, NY 11944 I W,. NO LIVING ROOM �/`�; ;-�y, •, EXTENSION *� • ! �,� ;"`� ; •, LONG ISLAND TO THE SOUND OYSTER PONDS l COTTAGE 57 PECONIC �o.r.m � ♦ 'r' 11 1 1 . $S• Qpl LANDING . �' I' •�T S 3G 3 3Y 3 s7 9i ROUTE 25 GREENPORT, NY "''� frOiTiR1Uf11� ' ARCHITECT NFW FK LANE 1 uy 71 P 4S Z' C@�@� FRANK UELLENOAHL '7 �� P.O.BOX 316 G 6y 6� y� GREENPORT, W 11944 O a- 631-477'8624 ul dlf�� 47 /p OWNER O . ' PW RIAN g BNNCENT ( a @` /o PECONC LANDKiG /S ,� 73 f2 /( 6Z / �e 57 CHICKADEE LANE GREENPORT, NY 11944 1 5 3It — NEW PEDESMW PAIN AlowPublic/ 4 a a Goth 1—PrivQie g•° Course y m r j "•nom '^ O 4 w � Brec nock g �° ZW Hell O • ^e wag ROUTE 25 DATE: 01/23/2003 N SrxE rrts • OYSTER PONDS try$ LOCATION PIAN DWG. NAME �, °:' A — 1.0 NOTES: trc ,ra - TYVEK HOUSE WRAP 1111Fuaanrla® wLx4sm - 9'-0" CEILINGS , , "" LIVING ROOM - ROOF INSTALLED ON SITE M ,� ffi >sex - ALL WINDOW HEADERS TO BE 7'-r Sx6teYQW W RA= �sfi EXTENSION - ALL EXTERIOR WALLS TO HAVE DBL TOP PLATES. I Balm w 1w FLM m SUPPLY 1 TO THE ,e r tr+e+/t LLL 14L ALL HURRICANE STRAPPING FOR 110 MPH AIMGRAI jig �A - CRAWLSPACE ACCESS SUPPLIED & INSTALLED ON-SITE BY BUILDER 10 C°"�+ OYSTER PONDS trx - SHIPLOOSE BIFOLD DOORS COTTAGE 57 - OMIT ALL EXTERIOR SIDING mam uw0 ua - 7/0 WINDOWS T/0 PECONIC �d PROPOSED ,� LL„• '� ' S,;r' sr ADDITION LANDING RIF rKiN '°'rie LLLna "L ® ROUTE 25 LL 117 9 LL $ ® GREENPORT, NY Ly g3 tdmi n-0 g? fir O 10'4 7/B' 4 0 , 17-f 3/Ing 4- O ARCHITECT rAUE FRAM( II.ENDAHL y_ '0 s'-o• Nodc e 15-91 y4'-81 �- ^ D q� o ma,mlole 316 tr R S•�• R-n• S•sj © T, NY 1 944 ` '`JI CNEQ7PORf, NY 11944 o wa 1n TEL 631-471 8624 O - 4 1,'xe1/ ri11pr, lj••el LLla x . tL'IL VA w`e O° nu as OWNER 1] , ,eO u7 ria xis (m� b � l�A' � � -nlf/2• � - n'`-e't . 1e'-1t t/C gg �r 17$1 ^i ILL 3/4' LL R PMI PECMIC IANDNG 4'-tr NAM 17aj1 w'+a+NMMAI11•x, � 17 1 e AE 1°'06 11944 C-21 SUL A 2x4 PACK FL 5� C _ ra �im 4 4L Flw ," -- ���p�yy� 0 MECHANICAL .UE((F2 Si ,, � Q� ,wa m 16 Om66t w •• 1I l« b Q Q wu m[o 14 1 '4Yi aom cvm :7 y, 4 y 9 mrK1c� 17-101/1 / � - rnxI - 1Y-7314• m111L219w O Ol166 a mR�Yl 1 ` yA uw •LL {L b_ ? YP 8�, 17-73/leu. 1g ',� zu im S� I !� :1 8wmmemwr 1 _ + t¢f _1 2no 1/2• g - BBL. TOP PLACIARAGE TE g I ,ro 2 +� i x -e' T; MEC g� (SA TOP TOP PLATE) ]/6 T - 2,4 STUDS 012' O.C. M F,rm 17-4 t u o TO MP OF BOL TOP PLATE wnle y m xx,valcm `� a - INSULATION AND DRYWALL'TO BE ' +"n 7 �i y tY-C INSTALLED ON-SITE BY E t F WALSH er ra 1^t -fit em - WALL HEIGHT 17-8 7/8'OVERALL 1,_SL Lomr-1 i IL um T ^ O g - WINIM HDR HEWTIT 8•-7' ercmc caxo wo LL 7'-7- 177 -7 e � m W 7 1 �3 xoww vnamn w a'l'bs eir' u ti N N - 0101111Mu4,0 Y-11/4' -----,L------� �o 0_ ,1PIt® 66atm 61eIB teiEf CJ1V� 16'21x•cmm a 4[n o6cls Om IOnL �vw roc rasa a n n mc•0 e1PlY tPglm m taa Fa LL 1 HL Mlm CMW 1' a + n - OF4R R 6Em6 I M RK Mahn tY•6i• Til. 4•-1' +• N rFAM BEDF100M#2 g 6 DATE: 01/23/2003 V-71/z n f SCALE: N1S 2•-W 3A tr.21/4•LLLR 16 cm m II Q m 0 1�eralrrr e 0 KEY PLAN 'E +" 17-1 1/2' ,m aa, ,z s , r , 4 , - ----- --- EXISTING 1 " 1s-t -0 ,r r 'b ` FLOOR PLAN a M/g pIX 6 O ,/t la m GARAG PAN •D" COVFRW PORCH 4 O OWG NAME Oatlm O iK10 0° 6•LC Oo mrd Imp r s-r r•r t-sr 4 r tro O M. NO A - . --- eun • ,. �L,.. 9M I LIVING ROOM ROOF WIDTH 20'-4" EXTENSION r-r 11-6" --- li TO THE OYSTER PONDS _ — — a'-a 1/2' 6'-(0° 4'-3 1/2' COTTAGE 57 57 - I - - - - - - - - - - - - - - - - - - - - - - - � A LANDING PROPOSED CONC. PATIO r ` LANDING 166 SF EXISTING ROUTE 25 MASTER BEDROOM w WAT ARM— _ - _ i_ _ W W LINE OF ROOF ABOVE GREENPORT, NY F - - - -& w - - �- - - - - - I PING 6068 R TW 2852 TW 2852 �,i J IT 72 SF VENT--� SLIDING DOOR CLG.HGT: CA 9'-7" 11.26 u VW ARCHITECT FRANK UELLENDAHL PROPOSED j P.O.BOX 316 LR EXTENSION GRENY 11944 TEL 631 631-an est+ u.>6 s OT § .�, CATHEDRAL CEILING s2NET SF 1 1 OWNER PEr / PAM & BRIAN VINCENT / '—e— — — — —e - PECCNIC LANDING 57 CHICKADEE LANE EXISTING 3 CREENPORT, NY 11944 DINING ROOM SKYLIGHT ABOVE i/ SKYLIGHT ABOVEW 143 NET SF N SKS 2846 % SKS 2846 VINYL TILES 16 s OT 5.0 s VENT GLAZED AREA REOU'D: 8% OF 239 = 19.12 SF CA 13'-9• NEW OPENING WIDTH GLAZED AREA PROPOSED: 21.0 SF -I' NAT. VENTILATION REOU'D: 4% OF 239 = 9.44 SF — — — — — — CLCIGT: C4 13'— — — — — — — — — — — ¢ r NAT. VENTILATION PROPOSED: 11.76 SF — — — — — — — — — — — — — — — — — (2)2X6 Past (2)2«6 POST PEOJD AS PEP TABLE 121A o3 OPEN TO .A DINING RN _ a HALF WALL EXISTING LIVING ROOM Cl-G. HGr: 9'-0• 2'-0" z 199 NET SF - g 391 TETOTAL NET SF —CARP m GLAZED AREA RFOU'D: 8% OF 391 = 31.28 SF ^5 EXISTING GLAZED AREA PROPOSED: 74.3 SF KITCHEN NAT. VENTILATION REOU'D: 4% OF 391 = 15.64 SF CIRCUIT SCHEDULE NAT, VENTILATION PROPOSED: 54.12 SF o RECEPTACLES. 96 NET SFILES 15A BRK - I4-2 WIRE - 110 VOLT 2003 ELECTRICAL LEGEND DATE: 04/2= 1'-0 SCALE: 1/4° = I'-0° EXISTING — GARAGE � DUPLEX RECEPTACLE OUTLET PROPOSED SWATCH FLOOR PLAN �--7 EXTERIOR LIGHT OPEN TO T FRONT PARLOR O OK. MMAE A PROPOSED ADDITION A — 1.12 DWG. NO ROOF ASPHALT SHINGLES TO MATCH EXISrG ROOF LIVING ROOM FOLLOW " "� EOUOONOMPH ON: 66NALLS GUIDELINE FOR REXTENSION 15 Les FELT TO THE 5q* 12'�RAO°DFTERSSo s"'D.C. OYSTER PONDS R-38 INSULATION (22 30'X45' SKYUGHTS, INSULATED COTTAGE 57 s 8 GYPSUM WARD / 1-0' VE 0 OVERHANG $7 / \MATCH EXIST'G. VENTED WT. FACIA IA 9 GUTTERS / PECONIC WALL 29.5. LANDING L 2X6' STUD a 16° O.C. a_ 5/8' COX PLYWOOD 1p /rR0 CHEEMEENNT BOARD SIDING TO MATCH OUSTING ROUTE 25 7/16' - MINIMUM PANEL THICKNESS REQUIRED \ GREENPORT, NY SIDING: / ���1 ROOF: R/Z9INGY�(ARD CEMENT B�OARD SHINGLE f\A.-_PHALT SHINGLE I n n X EXISTING ROOF LOUVER ARCHITECT MEAN ROOF HEIGHT: 17'-0' FRANK UELLENDAHL 2XI2 P.O.eOX 316/ GREENPORT, NY 11944 TEL: 631-477 8624 OWNER EXISTING PAM k BRAN VINCENT / ATTIC DTKEpT, ACIWAt" °��a.G mof PECONIC LANDING FIR "9WIRJ masa amxNr \ CHICKADEE57 LANE GREENPORT, NY 11944 T r�� EZIs c. xT Dow V.�� O F L L Ig a EAST'G DOOR LL EXISTING ALIGN NE At 0 EXIST'G. T/O FF EL. LIVING ROOM LR EXT NSION Th) EXIST' . GRADE z 0 _ FOUNDATION AND CRAWL SPACE m TO MATCH EXISTING CONDMON EXISTNG r NEW CRAWL SPACE CRAWL SPACE NOT VENTED FOUNDATION/CRAWL SPACE - - — — — — — — — — — — — — — — — — — — 3(4-SUBFLOOR, NAILED AND GLUED — — — I' 4° DATE 04/28/2003 2 X1O' FLOOR JOISTS ® 16' D.C. — SCALE- 1/4' = 1'-0" R-19 INSULATION I 2•X6' CCA SILL I PROPOSED I I 2' CONCRETE DUST COAT I 6 AAL POLY VAPOR BARRIER ON COMP. GRAVEL SECTION A-A 1'-4' X 8' POURED CONIC. FOOTING W/ KEYWAY I NORTH ELEVATION SILL SEA TERMOE SHIELD I DWG. WE EXISTING STRUCTURE >i� PROPOSED ADDITION I SECTION A-A DWG. No A - 3 FRAMING NOTES 5'-"/' S-0 3/4° ROOF FRAMING LIVING ROOM I CENTER LINES SKYLIGHTS 1. All FRAMIMC LUMBER SHALL BE GRADE STAMPED DOUGLAS FIN-LARCH STRUCTURAL GRACE No.2 OR BETTER. EXTENSION 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8° MIN. THICKNESS OR AS NOTED. TO THE 3. ALL SUBFLOORING TO BE APA RATED STURO-I-FLOOR, EXPOSURE 1, 3/4° MIN THICKNESS. All EDGES OF PLYWOOD TO BE SET ON SOUR OYSTER PONDS BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. COTTAGE 51 4. All HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0° AND OVER WITH TRIPLE UPRIGHTS. All HEADERS SHALL BE A 57 MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 'P`EuCONIC 5. SOUD FLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 0 8'-0' O.C. MINIMUM. PROVIDE 2" LANDING SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS ETC.) OR AS NOTED ON DRAWINGS. N N N N N N V x x x ROUTE 25 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. N Z GREENPORT, NY 8. ALL FLUSH WOOD CONNECTONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY TECO' OR APPROVED EQUAL O (2) 2X12 2) 2X12 9. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-104 NAILS AT SILL AND PLATE. ALL 3 � :2--I o ARCHITECT EXTERIOR NAILS SHALL BE GALVANIZED. W W F— -! 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d 0 4° O.C. AT EXTERIOR EDGES AND fid ® 12° O.C. INTERMEDIATE. o W FRANK UELLENLYVHL P.O.BOX 316 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. a ck� GREENPORT, NY 11944 J TEL 631-477 8624 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY TECO' OR APPROVED EQUAL. rztlT i3/ 1'_q• 1'_q• "41/2' 1'_3 0 3 2' 1/2". FOR LIMBER PILE FOUNDATIONS PROVIDE HURRICANE CUPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. OWNER 13. All PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BRATS AND LVL PRODUCTS OR EOUAL ALL JOISTS, GIRDERS AND r — — — PAM h BRIAN VINCENT HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDARGNS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD _ PECONIC LANDING j 57 CHICKADEE UNE AND BEARING POINTS Ai A MINIMUM. A SINGLE 1 3/4° LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDUNG, STORAGE, AND ERECTION o GREENPORT, NY 11944 OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. �- — — — - - — — — — — — — — - - — J Fy UNE OF GU R �� FACIA BO TO MATCH EXIST'G. p A 12" 1 1 3/ 1'_4• 1'-4' 1'_3' 1'_3" 2'-5 /4° 3 1/ °I'_q• 1'-4" 1'_4' 1'-4• ' aDBL. X6 TU Wj RU(q Q" \ 4" �\ (2) 2X12 (2) 2x12 KNEEWALL 2X6 STUDS ® 16^ O.C. W/ R-19 INSULATION DOUBLE FRAMING ES 2X6 PLATE AROUND SKYLIGHT a a HEADER: �l. 2X6 TOP PLATE 111- 2X6 TOP PLATE 9 5X11 CLUED- LAMINATED BEAN m HEADER: DOL. 2X10 (2) 2X6 POST o 8 oN 1 2" o+ e', 2'-101/8" 2'-101/8" 2'-11 1/4° 6'-0" o DATE: 04/28/2003 R.O. R.O. R.O. SCALL: 1/4" = 1'-0" m , PROPOSED FRAMING PLAN OE SOLID BLOCKING UNDER POST 2X6 STUD 2"XIO" FLOOR JOISTS 0 16" O.C. I'-4" 1'- • 1'-4" DWG. NAME TOP Of FOUNDATION SECTION 4-3 1/2 8'-10" 4'-41/2" WALL FRAMING DWG. NO A - 32 LIVING ROOM RA TOP PLATE UPLIFT STRAP CONNECTION REQUIREMENTCONNECTION REQUIREMENTS EXTENSION \ LATERAL AND SHEAR C ION (ROOF TO WALL) TO THE WFCM TABLE 3.3 A WFCN TABLE 3.3 B SEE XWNG SCHEII E AND DESIGN MFERIA DMC A - 3.3.1 OYSTER PONDS Ffis�, 3-80 COMMON NAILS (TOENAILED) REQUIRED 4-81) COMMON NAILS IN EACH END OF COTTAGE 57 61� IN EACH RAFTER AND TOP PLATE 1-1/4' X 20 GAGE STRAP 57 � F� 19,5 ROOF RAFTER CONNECTION REQUIREMENTS "ImiC WFCN TABLE 3.3 LANDING COIWLECfOR LRF LOAD: 427 PLF LANDING COMECTOR LATERAL LOAD: 339 PLF COIECTOR SHEAR LONA: 280 PV ROUTE 25 ATTIC RR � is"o� w/R 1g12 � GREENPORT, NY DBL. 2X6 TOP PLATE INSUTAT/OV RAFTER TO TOP PLATE DOUBLE FRAMING _� LATERAL AND SHEAR CONNECTION ARCHITECT SKYLIGHT 12'AROUND WFCM TABLE 3.3 A - (PRE MMIYE ALT.TO TABLE 3.3) - 10 FT MALL HEIGHT FRANK UELI.ENDAHL 4-8d COMMON NAILS (TOENAILED) REQUIRED P.O.BOX 316 KNEEWALL / IN EACH RAFTER AND TOP PLATE CRTENPORT, NT 11944 2X6 STUDS ® 16' O.C. 4 LEL 631-477 8624 W/ R-19 INSULATION UPLIFT STRAP CONNECTION REQUIREMENT (ROOF TO WALL) OWNER 2X6 PUDE (EXST'G) DBL. 2X6 TW PLATE EXIST'G 2X8 C.J. SOLID BLOCKING UNDER KNEEWALL REQUIRED SPLICE LENGTH = MIN. 20' WFCM TABLE 3.3 B - (NAILS IN AIT. i0 TABLE 3.3J - 12 FT ROOF SPAN PAN P MEAN VINCENT 2-16d NAILS PER FOOT 4-Sd COMMON NAILS IN EACH END OF TCHa( LANE r� 1-1/4' X 20 GALE STRAP GREENPORT NY 11944 HEADER: 5X11 GLUED-LAMINATED BEAM HEADER: DOUBLE 2%10 IT N (2) 2X6 POST HEADER CONNECTION REQUIREMENTS Cti`� E REOU'D AS PER TABLE 3.21A WFCM TABLE 3.5 CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS " r CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS 7k i� UNIT UPLIFT LOAD: 347 PLF / REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LBS c1 j I - 1/4' X 20 GAGE STRAP 9� r\ 9-100 COMMUNS INTO HEADER 9-10D COMMUNS INTO STUD o UNIT LATERAL LOAD: 254 PLF c REOU'D HEADER CONNECTION LATERAL CAPACITY: 762 LRS �' rn 5-16D SINKERS THROUGH JACK STUD EXIST'G LIVING ROOM LR EXTENSION 5-16D SINKERS THROUGH KING SND iB g N SILL PLATE TO FOUNDATION ANCHOR BOLT EXT. WALL: 2X6 STUD CONNECTION RESISTING LATERAL & SHEAR LOADS WFCM TABLE 3.2 A DATE 04/28/2003 1/2' ANCHOR BOLT ® MAX. 46' O.C. SCALE, 1/2' = 1'-0' SOLID BLOCKING UNDER POST SILL PLATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING UPLIFT FRAMING DETAILS 2X10 FLOOR JOISTS 16' O.C. WN TABLE 3.2 8 MAXIMUM ANCHOR BOLT SPACING: 72 INCHES DWG. NAME 2 - 15 REBAR - A — 3.3 DAG. No CRAWL SPACE 1/2' ANCHOR BOLT ® MAX. 46' O.C. Joint Description — F Nail Sizes Nail Spacing DESIGN CRITERIA: LIVING ROOM ROOF FRAMING EXTENSION X Rafter to Tap Plate (Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter GROUND SNOW LOAD - 45 PSF. TO THE Ceiling Joist to Top late Toe-nailed n/ per joist LIVING AREAS - 40 P . L.L. Ceiling Joist to Parallel Ra ler (Face-nailed n� each lap WIND SPEED - 120 MPH OYSTER PONDS Ceiling Joist Laps o r Partitions Face-noi�d) n/a each.lap SEISMIC DESIGN CATEGORY - B COTTAGE 57 Collar Tie to RaNer Face-noited) n/a per tie WEATHERING - SEVERE Blocky to Rafter (o -nailed 2 - Sd each end FROST UNE DEPTH - 36" Rim Board to Rafter lEnd-naffed) 2 - 16d each end TERMITE - MODERATE TO HEAVY 57 WALL. FRAMING IICESHIELD ONDERLAYMENT REQUIRED - YES PECONIC Tap Plate to Top Plate, (Fac -nailed) 2 - I6d per foot Tap Plates at ntersections Face-nailed) 4 - 16d joints-Poch side DESIGN IN ACCORDANCE WITH AMERICAN FOREST LMDIN Stud to Stud Face-noiled) 2 - 16d 24 O.C. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL Header to Header (Face-nailed) 16d 16 o.c. along edges FOR 1&2- FAMILY HOUSE Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud PRESCRIPTNE DESIGN METHOD. ROUTE 25 2 — 16d per 26 stud GREENPORT, NY 2 - 16d per 2x8 stud Bottom Plate to Floor Joist,Bandjoist,Endjoisl or Blocking (Face-nailed) 2 - 16d ''' per foot FLOOR FRAMING ARCHITECT Joist to Sill Top Plate or irder (Tae-nailed) 4 - 8d per joist FRANK DELtENDAHL Bridling to foist Tce-nailed 2 - 8d each end P.O.BOx 316 Bloc: to Jaisf �Tce-naile 2 - 8d each end GREENPORT, NY 11944 Blockna to Sill or Top Plate ( Toe-nailed) 3 - 16d each block TEL 631-477 8624 Ledger strip to Beam (Fa -nailed) 3 - I6d each joist Joist on Ledger to earn c(Toe-nailed) 3 - 8d per joist Band Joist to Joist End-nailed) 3 - 16d per o st OWNER Band Joist to Sill or Top Plate (Toe-nailed) 2 - I6d per foot PAM & BRIAN VINCENT ROOF SHEATHING PECONIC LANDING 57 CHICKADEE LANE Structural Panels 8d 4" o.c.,perimeter zone GREENPORT, NY 11944 other 6 o.c. edges of panel, 12" o.c. interior Diagonal Boarrt Sheathof panel Sheathing of I, x or I x 8 2 - 8d per support 1 �a\Q 1 x 10 or wider 3 - 8d per support may; CEILING SHEATHING Gypsum Wallboard Sd 7" edge / 10" field WALL SHEATHING Structural Panels 8d 6" edge / 12" field �q Fiberboard Panels 7 / 16' 6d 3" edge / 6" field 25 / 32" 8d 3" edge / 6" field E5 E5 a Gypsum Wallboard 5d 7" edge / 10. field Hardboard 8d 6" edge / 12" field Particleboard Panels 8d 6" edge / 12 field Diagonal Board Sheathing " 1" x 6" or 1" x 8 2 - 8d per support 1" x 10" or wider 3 - 8d per support S FLOOR SHEATHING m 0 Structural Panels 1" or less 8d 6" edge / IZ" field greater than 1" 10d 6" edge / 6 Field DATE 04/28/2003 Diagonal Board Sheathing " SCALE 1/2' = l'-0' 1; x 6' or 1" x 8 2 - 8d per support FRAMING DETAILS 1 x 10 or wider 3 - 8d per support Nailing Schedule Nailing requirements are based on wall sheathing nailed 6" on-centerat the panel edge. If wall sheathing is nailed Design Criteria center at the panel edge to obtain higher shear capacities nail,ng requirements Tor structural members shall g be doubled , or alternate connectors , such as shear tales , shall be used to maintain the load path. When wall sheathingQ is continuous over connected members the tabulated number of nails shall be permitted to NAILING SCHEDULE Dom' Wbe reduced to I - 1tid nail per fool TABLE 3.1 - WFCM A - 3.3.1 DWG. Na LIVING ROOM EXTENSION TO THE OYSTER PONDS COTTAGE 57 PECONIC LANDING ROUTE 25 GREENPORT, NY ARCHITECT FRANK OELLEFW P.O.BOX 316 �. ..:si>°` -47718624 OWNER - PAM 6 BRIAN WENT PECONIC LANDING 57 OKKADEE LANE - - GREFNP�NYNY 11944 LD qRc n - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - .,.�� - - - - - DACE 01/21/2003 KAf: 1/4' = 1'4d OYSTER PONDS PROPOSED I� NEW ADDITION NORTH ELEVATION NORTH ELEVATION DWG. NN,IE A - 2.2 DWG. NO LIVING ROOM EXTENSION TO THE OYSTER PONDS COTTAGE 57 PHONIC LANDING ROUTE 25 ® GREENPORT, NY ARCHITECT ERANK uEUEraANL P.O.ROX 316 CREENPORT, NY 11944 TEL 631-477 8624 OWNER PAY & MAN VINCENT PECONIC LACK 57 CHN3(ADEE LANE OREENP . NY 11944 Dq It � ti - r �I 9 8 II II II II II II II II r fJ Ll L LI 0 L - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - - J _ - - _ J - - - _ - _ - J pATE7 01/15/2003 SCALE: 1/4* = 1'-0' OYSTER PONDS EXISTING EAST ELEVATION NORTH ELEVATION ONG. NAPE A - 1.2 X. NO LIVING ROOM EXTENSION TO THE OYSTER PONDS COTTAGE 51 PEMIC LANDING ROUTE 25 i GREENPORT, NY II II ARCHITECT FRANKOEIEENOONE ROBOX 316 GRENPONf, NY 11944 W W TEL 631-411 8624 3 3 I I OWNER I PARI & BRM VINUN1 PECONIC IPNOING 51 DOCKWEE LONE f,REENPORI, NY 11944 � RED q E i � i W W W 2 � 9 i I II II II 0 I o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � I oa>E: 01/21/2003 SME. I/4' OYSTER PONDS PROPOSED ADDITION i EXISTING STRUCTURE PROPOSED WEST ELEVATION I M. NONE WEST ELEVATION OK. NO A — 2.3 LIVING ROOM EXTENSION TO THE OYSTER PONDS COTTAGE 57 PECONIC LANDING ROUTE 25 GREENPORT, NY ARCHITECT FRANK UP.�316 GIMPORT, NY 11944 TEL: 631-477 8624 OWNER PAN d BRIAN VINCENT PECONIC LANDING 57 CWA40EE LANE CA 944 \ALL) ARc t 4 i.. , �I LL m i i 6F V_ d U_ 5 � I S 29 rI rI I L — — — — — — — — — — — — — — — — — — — — — ^ L — — — — — — — g WE 01/I5/2003 SCALL 1/4" = I'-0' 11'-0' 12'-I' OYSTER PONDS EXISTING WEST ELEVATION WEST ELEVATION DWG. NAME A - 1.3 WINO -i BUILD-1SG- ' I-���-l- -- - Applicant/ , Date. Owners Name: 19t z6Y.ice"I a/ ",0 &V4, le Reviewed: a Architect/ � Date Engineer: J &" ��.c,f� Submitted: SCTM t#: District: 1,000 Section: Block: �_ Lot: a 5- Project n Subdivision Location: `�� 7 ("�4e Name: Sin&le & separate Required certification: (Yes/No) Rcy. Rcy. Zoning Dismct: Il,ot size: . n ial: l (Lot coverage hoposed ( Rcy. eq. LtJ Req. (Front Pard ropos�✓ ide Yard Proposed:�( (Rear Yard Proposed _) Project Description: 4,10 Ait--- AGENOUERMITS Permit . REQUIRED FOR REVIEW N.A. ISO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees ✓ Town Zoning Board approval: ✓ Town Planning Board approval:,."/ Flood Plane Elevation??? Flood Zone: �ax�_ �C -�/ 74, to • NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: L/� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED RESCRIPT E FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N WALL STUDS: Y/N �+ GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N 3. 3 •/ SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCL DING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N,� EGRESS, LIGHT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N , TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)