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HomeMy WebLinkAbout26987-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28176 Date: 01/18/02 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 3440 WELLS RD PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 86 Block 1 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2000 pursuant to which Building Permit No. 26987-Z dated DECEMBER 26, 2000 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, ALTERATION & "AS BUILT" DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM WEISSERT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-568192 08/30/01 PLUMBERS CERTIFICATION DATED N/A "�4 - /"-� tho ized ignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. A-'--S41-t4'j-r BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26987 Z Date DECEMBER 26, 2000 Permission is hereby granted to : WILLIAM WEISSERT PECONIC,NY 11958 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. WITH AMMENDMENT DATED 9/11/01 FOR AN AS BUILT DECK AS SUBMITTED at premises located at 3440 WELLS RD PECONIC County Tax Map No. 473889 Section 086 Block 0001 Lot No. 013 pursuant to application dated SEPTEMBER 22 , 2000 and approved by the Building Inspector. Fee $ 57 . 60 Authorized Signature COPY ole'-7 Rev. 2/19/98 nit u Form No.6 L A 6 TOWN OF SOUTHOLD u BUILDING DEPARTMENT r- TOWN HALL Rte, i,:";3LD 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: I. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B.- For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a 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. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 / Date. / Y New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 3 7 TIry y C L b5 /?0r9-0 Al f C N y House No. Street Hamlet Owner or Owners of Property: r Suffolk County Tax Map No 1000, Section /-3 Block Lot Subdivision Filed Map. Lot: Permit No. 2 Date of Permit. Applicant: , Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ PZr• ac. Applicant Signature Q . 40975 • Town Hall;53095 Main Road `r.,�� �`;-,<_DG. OEC�.D;,�LD � ax(631)765-1823 P.O.Box 1179 1 ephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:� / 7 2 0 0 Z Building Permit No. Q Owner: A l i (A) ( sS�e v (p/lease print) Plumber: r, tc� v �L Y3 qt--"a (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl bers'Signature) Sworn tbefore me this 7 day of - , 20_q�)- k No Public, ounty NotaJOYCE P b c,State oflNS New York No.4952246,Suffolk County Term Fxpirp$hone 12, J003 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 30,2001 Application No. on file 12409501/01 N 568192 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of WILLIAM WEISSENT, 3440 WELLS RD, PECONIC, NY in the following location; ® Basement ® Ist Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on AUGUST 09,2001 and found to be in compliance with the National Electrical Code. F�� FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS RECEPTACLES SWITCHES WCANDESCEPA FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 5 5 115 2 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL N.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. X.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 TW t JW J 3W J 0�W PER 0 OF CC. G. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 1 200J CB 1 X 1 2/0 1 1/0 OTHER"APPARATUS: CO DETECTOR-1 PADDLE FAN F-1 WHIRLPOOL BATH-1 G.F.C.Is-2 SMOKE DETECTOR:-2 L ROSLAK ELECTRIC LIC.#3677—F P.O.BOX 164 GENELth NAGER CUTCHOGUE, NY, 11935-2453 Per - This ceAHlCafe must not be altered in any manner;return to the office of the Board If Incorrect. Inspectors may be Identifiedcredentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. B ��•-� /G.sS /�c �2 Z ^ UILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: A2-/..2 c loc, APPLICANT NAME: �� �3� DATE SUBMITTED SCTM# --- DISTRICT: 1,000 SECTION: BLOCK: _ LOT: /3 PROJECT LOCATION STREET: -3f w,A CITY:4pee, i c SUBDIV. NAME: ARCHITECT/ENGINEER: FAST TRACK: YE R NO SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES OR NOTES: ZONINGZONING: PERMIT SRMATE DISTRICT E40 R80 AC,urrT:_$CONFORMING: YES o dNOREQUIRED LOT SIZE: ¢O,< SQFT. WHERE ACTUAL LOT SIZE FROM?TAX CARD ACTUAL LOT SIZE: .239S8- SQFT. REQUIRED REQUIRED REQUIRED FRONT: 06'PROPOSED: 2-S ' SIDE YD: IS '/3S ' PROPOSED:/G 'l f,3 ' REAR:SO 'PROPOSED: 73 ' LOT COVERAGE: ALLOWED: 20 % EXISTING: sf_% NEW: sf % TOTAL'Z .23 sf/b % CORNER? YES R NO WAT ER FRONT? YES OR �O DESCRIPTION: 4 rags e o LOTS 40,000SF--100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at any time after July 1, 1983.) PROJECT DESCRIPTION' ADD ALT ACC OR N/D: AGENCY PERMITS REQUIRED FOR REVIEW NEEDED TOWN SPETIC PERMIT: YES or SUFFOLK COUNTY HEALTH DEPT: YES or BED PERMIT #:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES or O FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: FLOOD ZONE: , NYS ENERGY:(aEbR NO d GRESS: LIGHT: NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR ©6S SF SECOND FLR SF INIT OTHER TOTAL TOTAL: lei SF FEE FEE FEE L TOT( laGS SF)- ( 9-0 SF)=_2A?e SF X $ _$ t3• +$ 2.S— +$ 6 =$ Of j/ �- • 1 BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: APPLICANT NAME: we'l�5c,4 DATE SUBMITTED: SCTM#--- DISTRICT: 1,000 SECTION: g-6 BLOCK:_ LOT: /3 PROJECT LOCATION STREET: 3 4¢d j Aj c /�s R o n,o CITY: l cc. A, SUBDIV. NAME: ARCHITECT/ENGINEER: ej gc-, FAST TRAC YE SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES o<9 NOTES: �^rc- ZONING: PERMIT 5,SWIMATE AMOUNT:_$ 6 66 .00 ZONING DISTRICT: &R80 AC CRMING: YES O N REQUIRED LOT SIZE: '�0 X SQFT. WHERE ACTUAL LOT SIZE FROM?TAx CARD �I�r 1—o /'4..* ACTUAL LOT SIZE:239SB SQFT. REQUIRED REQUIRED f REQUIRED I FRONT: go 'PROPOSED: ?s ' SIDE YD: /.S 'l 35 ' PROPOSED: /4 '/ REAR: 5o 'PROPOSED:?? ' LOT COVERAGE: ALLOWED:?-o % EXISTING: sf % NEW: sf % TOTAL:2¢g3 sfl0% CORNER? S OR4q WAT ER FRONT? YES OR DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) PROJECT DESCRIPTION AD L ACC OR N/D: AGENCY PERMITS REQUIRED FOR REVIEW 2 NEER(BED TOWN SPETIC PERMIT: YES o 4-,s'�a,�,,.a ��S � s 3 0�•� a 7d SUFFOLK COUNTY HEALTH DEPT: YES o #): DTE: / / P RMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: Y orNcp « **,- TOWN ZONING BOARD APPROVAL ES r - 3�IJ15 TOWN PLAN. BOARD APPROVAL: S or FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 P EL #: 6 z FLOOD ZONE: C , NYS ENE GY: E0 O EGRESS: VENT: LIGHT: NOTES: +�- cz frej &,s ,qc tzsY �.►r,r s s— SDS FEE STRUCTURE: FOUNDATION: d SF FIRST FLOOR t,S7 a SF SECOND FLR 4 SF INIT OTHER TOTAL TOTAL: ! s-2 r) SF FEE FEE FEE OT( /f?O SF)- ( $,50 SF)= lo2C SFX $ ,2c.) =$ 2-04 +$ e9S +$__G = s a uer 4i /2//3/oa BScutsla,� A 7-# t1 14 ILDING PERMIT REVIIJW CHECK LIST Applicant/ Date Owners Name: �lv� lq `, 5 ,� Reviewed: Architect �y Ki-cn�� � Date Engineer:: Submitted: SCTM #: Q ' District: 1.000 Section: Block: �_ Lot: 13 Project Subdivision Location: 3�` 3WX4Set Name: Single&separate Required certification: (Yes/No) Rut. Req. Zoning District: (Lot size: Actual: I (Lot coverage Proposed:_1 Req. Req Req (Front Yard Proposed: J (Side Yard Proposed: 1 (Rear Yard Proposed: ] Project Description: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO 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: e • M E R Y L K R A M E R a r c h i t e c t : L ENERGY CODE CALCULATIONS (NON-ELECTRIC HEAT) WEISSERT RESIDENCE 3440 WELLS ROAD PECONIC, N.Y. SCTM# 1000-86-1-13 Design Criteria: 6000 DEGREE DAYS O.A. 100f I.A. 70°F SUBSYSTEM AREA DESIGN U THERMAL REMARKS (S.F.) RATING Exterior Walls 420.00 0.05 19.74 Glazing 118.00 0.33 38.94 Doors 19.00 0.33 6.27 Ceiling/Roof 456.00 0.03 14.09 Skylights Floor 396.00 0.05 19.01 TOTAL 1409.00 98.05 TOTAL THERMAL RESISTANCE 0.07 Notes: Building envelope systems to meet requirements of 7815.2 HVAC equipment to meet requirements of 7815.11 HVAC systems to meet requirements of 7815.12 Duct Systems to meet requirements of 7815.13 Ventilation systems to meet requirements of 7815.14 Insulation of piping systems to meet requirements of 7815.15 Service water heater systems and equipment to meet requirements of 7815.21 Electrical and lighting systems and equipment to meet requirements of 7815.31 1 2 4 B R 0 A D S T R E E T G R E E N P 0 R T, N Y 1 1 9 4 4 6 3 1 . 4 7 7 . 0 8 2 6 22 S:TATF OF NEW YORK ) SS COUNTY OF SUFFOLK ) being duly sworn, deposes and says That de onent s over the age of 18 years and resides at l Y�iY1 hM�'r/V f That on the:� day of D✓Go�l�i' 2000 deponent architecUengineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- street address ?)44D UW6 A7rdhitjkEngineer Swn to bef me this -day of 000. Notary Public HELENE D.HORNE Notary Public,State of New York No.4961364 Clusufied in Suffolk County d,'�p.mmjfft-ay 22, BUILDING DEPT. . INSPECTION ZIFOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY l REMARKS: 61 ,DATE 101 INSPECTOR d,-4 �e74--� 765. 802 BUILDING DEPT. NSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY RE ARKS: 7 ,DATE INSPECTO 70-1802 suiwINa DEM PECTION [ ] F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAM [ ] FINAL i [ ] t EPLACE & IMNEY REMARKS: 7 ,DATE INSPECTO BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ j FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE � � IN8PECT0 '�'� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS- DATE - ," INSPECTOR /�, 765.1802 � BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 71NAL SU TION [ j FRAMING [ [ ] FIREPLACE 8 CHIMNEY REMARKS: 4<7 yz:2 -.001 r DATE Y INSPECTOR �� FIELD iLkSPECTION REPORT DATE CO)WIRTS 6r ii ii H FOUNDATION ( 1ST) jj r if T if _ —j FOUNDATION (2ND) ------------------------- - ROUGH FRAME & ii iily N PLUMBING II if II s 1 II INSULATION PER N. Y. ° n Kc y STATE ENERGY ii it CODEif ii n o n C I 11 H 11 II p I i FINAL ADDITIONAL COMMENTS: TeCJ- 10 Ss /a.4— t,4'e c4 t� H q z r� ra ro H ' BOARD OF HEALTH . . . .f. . .,.. . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: // CALL . . . . . . . . . . . . . . . . . . Examined.....e!lV ....., 20.E MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved..../l/ .....,�-e.op Permit No. v,;;;(d./, ................................... Disapproveda/c .................................. ................................... ...................................................... (Building Inspector) APPLICATION FOR BUILDING PERMIT nn SEP 2 2 ' Date.klw .7�c= PT. . . . . , 20-00-- - - --� INSTRUCTIONS a. is app i[ion must completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 giving a detailed description of .layout of property umt be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MAIL to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si e. nt of•applica ,•or•name,•if•a corporation)- (Mailing address of applicant) 'mi 4 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder tllca ..-•---akk�1r.G.�J.•................................................s.......................................... Name of owner of premises WA1 . .IAM. ..A..�. 65te �.. .11?� F.t.:T.................................. (as on the tax roll or latest deed) If applicant is a corporation. signature of duly authorized officer. 14 . . ..................................... (Name title tle of corporate officer) Builders License No. ......................... Plumbers License No. Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done.............................................................. ........)"... C?.....Wr-I,.LG. 1 :D...... Whtt C:A..DI Y.......................................... ... House Number Street / Hamlet County Tax Map No. 1000 Section .....�Y1...... Block .....I.......... Lot ..�. ......... Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy oofAproposed construction: a. Existing use and occupancy .....�rewce.n�1146t5....�[T M1L0 7./................... b. Intended use and occupancy .....!...'�!y!�!!yv '..� ... 1YlIL .................. A N3t'ure of work (check which applicable): New Building .......... Addition ...0V... Alteration .>C/...... Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) Estimated C4w,'CoQ........ fee .............................................. (to be paid on filing this application) If 6,elling, number of dwelling units ...1........ Number of dwelling units on each floor ................ Ifgarage, number of cars ...................................... If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 1 8.0Dimensions of existing structures, if any: Front.... ....... Rear ....p0...... Depth .. ......... 1 Height ...... . ............... Number of Stories .....I............. Dimensions of same structure with alters ions or additions: Front .....• o..... Rear ....$O...... Depth ..... .......... Height ....I ............. Number of Stories ..I........... I I�Y/ ,� �� 1 Dimensions of entire new construction: Front .... ..... Rear ..�.��p...... Depth .. ....... I Height .......14.............. Number of Stories .....1............... 1 Size of lot: Front .~.K ..,...... . Rear .................... Depth ...1 00 .......... ). Date of Purchase ...my/.'*0....... Name of Former Owner .%5M-d. , 45T- D.......... I. Zone or use district in which ,premises are situated ........F.A 0........................................... 2. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 3. Will lot be regraded ..O.............. WWiTill excess fill be removed from premises: NO i. Names of Owner of premises .VX%��ZJL..T.......... Address0A+0.Wf=Jam!!......... Rhone No.1l 5. 511 T Name of Architect W. &.14*4gM.......... Address PECON I ....... Phone No.Is*MAP Naof Contractor .............................. .. Address .. ......Phone No. ............. Nam 5. is this property within 300 feet of a tidal wetland? * YES .......... ND ..!�.... *IF YES, MIl(HD 113M TlillSlMS PMfIT MAY BE MF nRED. PI.O'r DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions run property lines. Give street and block number or description according to deed, and show street names and indicate imether interior or corner lot. rnlr Or N;I Yow, SS JUNIY Or ....................... ........ Y.. �... ! -...............being duly sworn, deposes and says that he is the appl.ic * Vane of individual signing contract) hove tumid, isthe ..............J. V.T ................................................................... (Contractor, agent, corporate officer, etc.) f: said owner or owners, and is duty authorized to perform or have performed the said work and to make and file this pbl.ication; that all statements contained in this application are true to the best of his knowledge and belief.; and mat the work will be performed in the manner set forth in the application filed therewith. :morn to before gee this .` ........day of:,rQ.�;. .. ...:2�` �... Notary Public .. ........... .'(',.l•............ .. .. ...I................... HELENE D.HORNE (Sigrhatur o Applicant) Notary Public,State of NeW yo* No.4961364 Qualified in Snff mlr r•+•••-«- \ o XUG ► 7 rte_ r i �a } } E�� CUSTOM VIEW AUG 7 ' CUSTOMER -- WEISSERT DATE 08/06/01 REF Deck0I2I8 — t}t_ D gpcy Q �F9 C)� 4 04� V �A4 w .-S YS.$c if riq 7'0 ,C Cptu—efl PENNY LUMBER 2 PO BOX 1440 Ooris Ccr4 e-.�w.� na)- Ae �cc2u•,ecA MATTUTCK, NY 1 1631) 298 - 8559 �/ ` 7`�o 5 e �/Z� G�C ryK fO,t �+.i 3pe c T/o,�►. CUSTOM VIEW CUSTOMER -- WEISSERT DATE 08/06/01 REF Deck01218 N� y 4 4 QQ� OP NEW gR�cu s�a3 U'1 C t-e _ 04 necKs PENNY LUMBER PO BOX 1440 MATTUTCK, NY (631) 298 - 8559 PLAN VIEW FOR LEVEL I PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 a' I i v 1 LOAD AND SUPPORT: Your deck will support a 212 PSF live load. Posts have " below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063 . ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 5268 PSF 16IN BENDING 1479 PSF SHEAR 715 PSF COMPRESSION 580 PSF 580 PSF BEAMS 2-2X8 DEFLECTION 3546 PSF BENDING 1271 PSF SHEAR 555 PSF COMPRESSION 999 PSF 555 PSF BOLTS 1/2IN SHEAR 21290 PSF 21290 PSF POSTS 4X4 STABILITY 6124 PSF 6124 PSF ----------------------------------- TOTAL LOAD 555 PSF DEAD LOAD 10 PSF LIVE LOAD 545 PSF ------------------------------------------------------- PLAN VIEW FOR LEVEL 2 PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 a' v I L LOAD AND SUPPORT: Your deck will support a 216 PSF live load. Posts have " below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design land any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design. and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. fl STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063 . ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 203 PSF 161N BENDING 1466 PSF SHEAR 709 PSF COMPRESSION 577 PSF 203 PSF BEAMS 2-2X8 DEFLECTION 1876 PSF BENDING 669 PSF SHEAR 292 PSF COMPRESSION 526 PSF 292 PSF BOLTS 1/2IN SHEAR 11207 PSF 11207 PSF POSTS 4X4 STABILITY 3224 PSF 3224 PSF ----------------------------------- TOTAL LOAD 203 PSF DEAD LOAD 10 PSF LIVE LOAD 193 PSF ------------------------------------------------------- PLAN VIEW FOR LEVEL 3 PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 rr a• y A-A4 3�t LOAD AND SUPPORT: Your deck will support a 212 PSF live load. Posts have " below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center- NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS FOR LEVEL 3 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063 . ZIP SALESMAN # ---------------------------------------- -------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 5313 PSF 16IN BENDING 1488 PSF SHEAR 719 PSF COMPRESSION 582 PSF 582 PSF BEAMS 2-2X8 DEFLECTION 3537 PSF BENDING 1268 PSF SHEAR 554 PSF COMPRESSION 997 PSF 554 PSF BOLTS 1/2IN SHEAR 21238 PSF 21238 PSF POSTS 4X4 STABILITY 6109 PSF 6109 PSF ----------------------------------- TOTAL LOAD 554 PSF DEAD LOAD 10 PSF LIVE LOAD 544 PSF ------------------------------------------------------- PLAN VIEW FOR LEVEL 4 PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 a' i a 1 LOAD AND SUPPORT: Your deck will support a 212 PSF live load. Posts have " below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center- NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design land any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS FOR LEVEL 4 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063 . ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 5009 PSF 16IN BENDING 1430 PSF SHEAR 693 PSF COMPRESSION 570 PSF 570 PSF BEAMS 2-2X8 DEFLECTION 3598 PSF BENDING 1290 PSF SHEAR 564 PSF COMPRESSION 1014 PSF 564 PSF BOLTS 1/2IN SHEAR 21606 PSF 21606 PSF POSTS 4X4 STABILITY 6215 PSF 6215 PSF ----------------------------------- TOTAL LOAD 564 PSF DEAD LOAD 10 PSF LIVE LOAD 554 PSF ------------------------------------------------------- PLAN VIEW FOR LEVEL 5 PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 r a' I ft j LOAD AND SUPPORT: Your deck will support a 216 PSF live load. Posts have " below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS FOR LEVEL 5 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063 . ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 233 PSF 16IN BENDING 1608 PSF SHEAR 775 PSF COMPRESSION 605 PSF 233 PSF BEAMS 2-2X8 DEFLECTION 1876 PSF BENDING 669 PSF SHEAR 292 PSF COMPRESSION 526 PSF 292 PSF BOLTS 1/2IN SHEAR 11207 PSF 11207 PSF POSTS 4X4 STABILITY 3224 PSF 3224 PSF ----------------------------------- TOTAL LOAD 233 PSF DEAD LOAD 10 PSF LIVE LOAD 223 PSF ------------------------------------------------------- PLAN VIEW FOR LEVEL 6 PENNY LUMBER CUSTOMER -- WEISSERT PO BOX 1440 DATE 08/06/01 REF Deck01218 MATTUTCK, NY (631) 298 - 8559 a' i i LOAD AND SUPPORT: Your deck will support a 216 PSF live load. Posts have ___" below-ground post support. DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center- NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design land any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS FOR LEVEL 6 CUSTOMER: WEISSERT DATE: 08/06/01 DESIGN: DECK01218 REF: 01218063. ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 195 PSF 161N BENDING 1428 PSF SHEAR 692 PSF COMPRESSION 570 PSF 195 PSF BEAMS 2-2X8 DEFLECTION 1876 PSF BENDING 669 PSF SHEAR 292 PSF COMPRESSION 526 PSF 292 PSF BOLTS 1/21N SHEAR 11207 PSF 11207 PSF POSTS 4X4 STABILITY 3224 PSF 3224 PSF ----------------------------------- TOTAL LOAD 195 PSF DEAD LOAD 10 PSF LIVE LOAD 185 PSF ------------------------------------------------------- APPROVED AS NOTED DATE: B.P. # 2 & FEE: 4S2-40 BY: fW NOTIFY BUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS OCCUPANCY O USE IS UNLAWFUL � :Avl HUT CERTIFICATE 0C �MCY rGRED ARC / Jp -r . ( 071l,, v,�w /'�YSAC 14-s /reciv,Reo DEC 227000 ZA ISE F, FcIpV4 9. 22'0o PeIto 1 ^^ AS NOTED 10 10.00 hEv, DA' - 7L `i.P# �98 7'?- �y \ 0 1 II I 12' �'00 IZP✓ FEE I � RY: /'tr.��o �/./, ( //.s �/� g ./�Q ,) f 184 5Co 50 � ?.��, 10 3�3AS3.el To NOT I'!� DEPARTMENT AT J ''�`I�J FlIll 76; 0 4 PM FOR THE Z FCI CTIONS: 1 TWO REQUIREI_ I• r,ONCRETE o m z �rllly„a 1 HAMINa & PwMBmn p 3 r n "IN 4. , n':I n,I_ CONSTRUCTION MUS. BE Cf) W I ?'i E FOR C.O. ALL CO;.lv opliCTlON SHALL MEED. THE P.ESI V!!iLMENTSOF THE N 'ih!4Iqu'.,1"' diqgkTl''1i!'hil!^;II,II)gv" STATE CONSTRUCTION & ENERG CODES NOT RESPONSIBLE FOI DESIGN OR CONSTR UCTION ERROH:, II'k°!11!i!i!7i1' 11'II'11(I�Ii, y1!I; Ii'iipi8ry I, 411 r'j{i p�r,�ITIoN IIIr'dp g1'.' ,p1;1,1;,,1i ' PLUMBING �� i^I(�I�'i11)1ip^'�' '11'li1'llplpjlivl;§III;�IISI,, ALL PLUMBING WASTE &WATER LINES NEED TESTING EfJfE COVERING PROPO ST01SED 'Iiiii{iykiijvf;'('14i1��{iI�vl4"u1rk,4;1 lilinI''!,+v'I;I1' 1IryI!1'g!lJl,IliIlI7igIlI�hyI1u'jlh'I,il',lgrl,I rOR MiIIh yNli{'�1l;1.j1I4I,;uV y;ph ;l�III 1,Iu ,,. Li 1. I AWFULI;I, lil'likl C RTIFICRTI i!W7ilh k'i IIII i Il�iglli ''Iulili'1j ' (i1�!IIy'1�1IIiit+'iI"4i111j�'I,1i1i�Jry11�4I�IhI FIt' ,- 1 , 41 a11'llfllU11h1'111j1,�c! 1r,''i'i'';k'i1i�'jj1111'iIll s lI �, � If CO i ,1;��„IIIII'�iltl5'{i{o-'�ih'111")I!�1'71N11I:i Ir1 { ry1!1' pper tubing is used for water distributing 11Ik{(pC1l(4i111�p1'pl),i1' 11p�'IC1'4 {I')!IIIIg11'�i�E / y;illlaG1��{I�liCli{Til°Illjl"i4�i�y 11 System; piping shag! be PROVIDE SMOKE-DETECTING of types lCDrLOnly rhljlll�111111�6,�1 I,,kr1I�1 �S ALARM DEVICES UNDERWRITERS CERTIFICATE AS TO PART. 721.1 REQUIRED N.Y.S BUILDING CODE. p PROVIDE OPENINGS FOR PLUMBER CERTIFICATION EMERGEHCYCSf,APEAS ONLEADCONTENTSEFORE REQUIRED BY PART. 71" OF CERTIFICATE OF OCCUPANCY N.Y. STATE BUILDING %SDE. SOLDER USED IN iVA,TER SUPPLY SYSTEM CANNOT EXCEED 2/1 D OF 1%LEAD. LINDERYJRNERS CERTIFICATE RuTxU ,ED Lu DO NOT PROCEED WITH Q Z} PROVIDE ANTI crn,nA"DIOR FRAMING UNTIL SURVEY z THFPMAI, s„ ..-.,_,„^ OF FOUNnorin'l I-OCATION Op` ui DEVICES AS 10 MARL 902.6(K) HAS ',:"N HI i NOVCD. N.Y.STATE BUILDING CODE. ^ O AN V J w V o 4 De o V _ 2 Rp`p\Uy � O W cn u) w 3 L11 SITE PLAN I"= 20' T d 6 O w O ” n t r y l L ¢ rl y Nm SITE DATA SCTM# 1000-086-1-13 ~ PROPERTY: 3440 WELLS ROAD ADDRESS PECONIC, NY OWNER: WILLIAM AND ANGELA WEISSERT SITE PLAN 631-765-5117 SITE AREA: .55 ACRES (NON-CONFORMING) ZONING: R-40 SURVEI'OR: RODERICK VAN TUYL GREENPORT, NY - DATED: OCTOBER 10, 1973 I "� EK�v nryC V (� c C, 4�S' `♦V 9 22•0o PERMIT 10,10-00 I¢EV. 2 21 00 Yzay. 1714" I' o i '' I I 1 1 i � ,:• NEYJ PDIJYLED l III a o , N G � N CDU 0 Pr I GD � I I I ` I d 4i iI' I I I I I I I I I S N PE coL �I Z I x I i I i ON 2 I I 2 I W i K I Z II - I n ; r I � I Ln d " v I z I I' , I _ � I I � I ER?�ENEA II I, I I I SET 61RD ' ^ I I I i i lil � WA�I- � PST til�oV 5 V J O III II ' liI 5 I 2KIo l[i ) W U I i I c► _ 4 s'-o"- Lu 4CL � I RED GONG SLgo� I � 2 �b� I 1 : 'S a -1 I i Q I l• W I I . � I I N �w op�N N I iI r I II i r'' J vJ x I I I k I I ; -- - - ; I T J /' —_ - EX, VdW RE,noVr a a I / I --k I T - �9 �� Ne ro G . hT t s M ;�Fu I I I I u� I E. 0 -- EK15T �D�eMENr I Vr 7-i^ 7 I - -- -- -- / --- -- - - - -- - - _C//� I 1.X1 JJJII\ ll� I✓ TYP, FO�D WaL� 3. REFSan L° 12° aa PARTIAL ROOF PLANI IFOR- 5 Isr o'ENI NF1 wNG - poNEL Co" NTo E SCALE: 1/4"=1'-0" xIsT• PDN.- I I 3S M1 GRDUT SoVDI� w F ¢ YI ' V r— T --= — - - F o I EXIST, GR WL I I LE;��Nb w m I I � FXISr CoNsTIzu�TION � I I I _ � I ''�'- ,NEVJ CANsTI�U�TION BASEMENT PLAN i BASEMENT PLAN SCALE: 1/4"=1'-0" ���� PvA L � ski S 12• V AFG 12"GHOR.D HT - 59E may( DHT 2815D11T3415DtT2815 k�� �9 TyJ '1842 TW"�`h92 TW?842 �� '� d EQ 111 y — WIND 3 N_ � J z J , Lo ' $ .2% 10 IZIZ - - - 4 — UII 1 N 1 41 1 W S FWG GO(oI I /y/ 3' U /1 1 X �jCIS � PfrTID� EGI� J � � Z Lo 0 � >:2 �a 2q�Il�� I ���, W z 3 _ / R nbJE W LL •�./�� z 10L. Z - - W A � fZ' N�" < d \ Q OVA r-X � I w —2'6Sey aN ' DINING i c O� �� MhIN RooP� IY-' 1 \ II G3.Q�p�jE W'^ J w- Y I i I I U V i NG FzOD M -�•k- JIG N Fx — EW O'ENING W TI ©PENIN6 RE✓OVE . WALLS,TYP FIT i� � FGb` L_ °III 1✓ � —�—_ Neuf coN6rRu�TIoN T SS FMov�v w IJ07'�; a v „ J OVI- l od'14 s r A'14 / ° W m �a ox 35 = 595 FIRST FLOOR PLAN SCALE: 1/4"=1'-0" 7gsa�- 15T FL PLAN 3 �Fvk`D AP e:,r ossrl 92200 ��f✓11T ''- IO IO-co �-e /• I2 2o,00 IAV ExIST +{oU5 r.IEW AbDITION - NEW �*DbITION [19T �DUSE ---- --- --- - --- -- - -- -- - -_ T ' - - -- — ---- --- coNfINUoUs w0r�" VENT �— - - - - -- - - - _ — — --- - - -- ---� -- ROOF CANS RUG IDh 3 2 `12 �- �wl��uraL g1 x�F PARTIAL NORTH ELEVATION SOUTH ELEVATION W hs t4,6,Lr t*l ES a N 3o k43 pELT oh 3/ "PLYWD SjEATHf J& 2 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" U q -- p�I 2, Io RRA d ICn' o,G, F sT, McsoNR f -- � 5VI,F — fZ C�ATf IhlhU L G I oN G ,NEA To N1ATo�l' PASO A �xlsT' Z ,: NALL- antis U T _ - --- - _ z VINYL• SIDING oN I5*' gL�. - GAPER ON 4./t" PLY`ID. Si-I"-MINS _ - - _ - - _- -- - - - - • 5N 2xCn ND 61fU05, a" o,a - - - =_ - --. __ -- = - - - -- - U UJ LU LU uj — - - - _ — - — . _- MP6TE,R. -- - - - - -- t-- — a3 0 CJD. r-LGOR DiJ U4` PL`lWD SlllPt DOP10 - G1N 2xlo R 2 —__ - - FJ u& I' 0c, N1 R 3o C'ATr NUh U , 2K(c -- crA 51 LL .EW4/ITE 51L1.5DALER#• efileLD — g' P,c,FodND, NALLON 8"IG Po F-G • I _ - -`- �iTUMINou9tvNIPRm�ING WEST ELEVATION �clsT +lose I, �l�W w�Ir1oN \ / I VV d A D. 40" 0,0 2^ xwc,I E- P, _ a N 6 U N z PARTIAL BUILDING SECTION SCALE: 3/8"=1'-0.. L — ELEVATIONS. I EAST ELEVATION 4 1 . 1 SCALE: 1/4"=1'-0" (o