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HomeMy WebLinkAbout37054-ZNo: 36239 Town of Southold Annex 5/14/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY Date: 5/14/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1600 Pine Tree Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 98.-1-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/5/2012 pursuant to which Building Permit No. 37054 dated 3/9/2012 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, covered porch addition and garage addition to an existing one family dwelling as applied for per ZBA #6518 dated 12/15/11. The certificate is issued to Burger, Matthew (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/24/13 37054 5/2/13 George Berry Ay t rued Signat e Permit #: 37054 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Burger, Matthew 35 Morton St New York, NY 10014 Date: 3/9/2012 To: construct alterations & porch & garage additions per ZBA decision #6518 as applied for At premises located at: 1600 Pine Tree Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 9,8.-1-19 Pursuant to application dated 3/5/2012 and approved by the Building Inspector. To expire on 9/8/2013. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $710.00 CO - ADDITION TO DWELLING $50.00 Total: $760.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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 electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building. .6_ Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) tion -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 cpmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00; Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25 4. Updated Certificate of Occupancy - $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. r &,?c tt 2t UP K, New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Owner or Owners of Property: Street Hamlet Suffolk County Tax Map No 1000, Section $ Block 01Lot 9 Subdivision rolerAC? Filed Map. W. 11'19 Lot: 2(C. Permit No. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ r: t Underwriters Approval: Final Certificate: (check one) ApplicanLtS i ge _n7 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger. richert(a-),town.sou thold.nv us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Burger Address: 1600 Pine Tree Road City: Cutchogue St: NY Zip: 11935 Building Permit #: 37054 Section: 98 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X IndoorX Basement Commerical Outdoor X 1st Floor New Renovation X 2nd Floor Addition Survey Attic X Service Only X Pool Hot Tub Garage X Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Hot Water A/C Condenser A/C Blower Appliances Switches 3 -exhaust fans, 3 -paddle oil Duplec Recpt GFCI Recpt 1 Single Recpt 1 Range Recpt dw Dryer Recpt 45 Twist Lock fans, 45ft lighting 38 8 2 1-30E Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture Emergency Fixtures Exit Fixtures track 23 HID Fixtures 11 Smoke Detectors 15 CO Detectors Pumps Time Clocks TVSS 1 Notes: Inspector Signature: �-� z Date: May 2 2013 V Electrical Certificate.xls Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOLTHOLD CERTIFICATION Building Permit No. J (bf54 Owner: l.lA—rVV�QYJ (please print) � MAY - 6 2013 D DI DG. DEPT, T04Y!, 010!;INOLD Date: 4I f4j 13 Plumber: V t° o v -u e--- "j�- 2<--,c2c- (please print) l lead. Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2110 of 1% Sworn to before me this 2S day of 20 ! 5 1)ue't( C� &4�2' -41— NotaryPublic, 5 e c io / K County L VIM L. (OPER Notary Public, State of New York No.011.06010081 Qualified in Suffn�O_ �L/ Commission Espires 7 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFOCATE OMB No. 1660-0008 Nadonal Flood Insumau Pmgmm iMPORTANT: Follow the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE A1. Building Owner's Name M. �� J p e Policy Numberr. I� l ✓l 1� ll , A2. Building Street Address (includi Apt., Unit Suite, an or Bldg. No.) or P.O. Route and Box No. company NAIC Number: 1 City G,.ty L 11tfI e. state (�� ([ ZIP Code na Property Description n s c .i , } pert) (Lo allu olVun ItlU111UCfJ, pax r arcei Number, Legal Description, etc. ? ` +-', v v d1�1 A4. Building Use (e.g., Residential, Non•Resid nllai,,/°'ddition, Accessory, etc.) A5. Latitude/Longitude. Lat. ��_t, I1 '2Long.. Z 2-� ?s�. L i.✓ Horizontal Datum: ❑ NAD 1927 AD 1983 A6: Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number Z A8. For a building with a crawlspace or enclosure(s):�� A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1r sq ft a) Square footage of attached garage sq (} b) Number of permanent flood openings in the crawlspace b} Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b —sq in cy Total net area of flood openings in A9.b �— sq In d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes [�rNo SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFiP C?pmunity Name & Communityumber B2. County Name B3. St to sl> ® lk ire 64. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zones) B9. Base Flood Elevation(s) (Zone Revised Date A0, u base flood depth) 36rv3c,d1d � — Sew4-Zs 1,,- & ^C B10. indicate the sourcl of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: ❑ FIS Profile FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NQVD 1929 C�NAVD 1988 ❑ Dther/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or, Otherwise Protected Area (OPA)? ❑ Yes - No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* kFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Ai -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/At--A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter me ers. Benchmark Utilized G 4-)5 Vertical Datum: V 9 v 1i� Indicate elevation datum used for the elevations in items a) through h) below, ❑ NGVD 1929 eNAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. i a) Top of bottom floor (incrding basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top Of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support j-2- Z j Check the measurement used. IYfeet ❑ meters Rf feet ❑ meters ❑ feet Elffeet ❑ meters ❑ meters —r� • " E) feet ❑ meters --� Gleet ❑ meters -- r� 9feet lfeet p meters ❑ meters SECTION D - SURVEYOR, ENGINEER,. OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. i certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here If comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? WYes ❑ No +� Certifier• Name 4 T• r �t� License Number Tittle U -° f C mpany Name r i 1•� Gn o r f r✓uiu�lf�lJl La.r�# s,,lJ df HES Address / City Siete ZIP Code a 0• 30 es Dorf' �,✓ IVA„r Li X87 Signature Dateelephone J f114 V ! 6,?1_ 77_-7_ Lo9n r Ah, FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. Replaces all previo'U'Seditions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR. 'INSURANGE COMPANY USE Building Street Address (including Apt., Unit Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy -Number. city r• State✓ ZIP Code. J Company NAIE Number:. t,.fiUL,�q ,c, ,vrrr,✓ rte-( t(r 33 - SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C, For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet El meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available; is the top of the bottom. floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -Issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION .(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum. G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 086.0.33 (Revised7/12) ❑ Check here if attachments. Replaces all previous editions. S, ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT: In these spaces, copy the corresponding IMomtation from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or bldg. No.) or P.O. Route and Box No. Policy Member �:� C, c.L 2..oj •.� city State ZIP Code Company NAIL Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; `Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086-033 (Revised 7/12) RanlAraC all �.Av1,,,,� e.i�r� ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. PINSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P0. Route and Box No. Zvsc City State ZIP Code / Number c ✓7Gt^v� ,t, 0& v k 11 9 �} If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the Instructions for Item. A6. Identify all photographs with date taken; `Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 3 FEMA Form 086-0.33 (Revised 7/12)^� Cnntinualinn Pane For Insdrance Company Use: Building Street Address (including Apt.., Unit, /Suite; and/or Bldg: No.) or P.O. Route and Box No. Policy Number City G I r Statel) � ZIP Code Company NaCNumber ✓TGh� e "l 35 �af GVvi c�^ �c?r'f iUn o4- � bof hl^ t 610 S n L �1 /� y..p� It,. 4r�, � �GS 4 �o�✓L'j f' Floor z�Gi4fl�� moi- �� �f /bee- t�/✓�t�LC c<n�l ADy h VF- 6C*ffo ie✓4 fi0,.5 d�. r'�. L� h.� bu5Z14, 1//� / ,—d I�,e, �1�,�r(�r� ��rc� � ��n[�J ��,I- 65 -61 G(-GWJ���� is s G ✓1 ' r V�', YS C� Y r / Pi (e v-, 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INS ION [ INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OUGH) (1 Z, [ ] ELECTRICAL (FINAL) DATE INSPECTOR 3 7os� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r1 91 GCTR(CAL (ROUGH) f 1 ELECTRICAL (FINAL) DATE Y INSPECTOR '`� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] It!SlAATI [ ] FRAMING/ STRAPPING [ FIN [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7 INSPECTOR o�,�oF souTy� A *®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [k—ELECTRICAL (FINAL) REMARKS: ore- LZ�f C% - DATE Z l3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FO DATION 2ND [ FRAMING RAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT REMARKS: DATE [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION INSPECTOR 0 ■ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRIX [ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ l FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) DATE INSPECTAC��� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTpo N [ ] FOUN ATION 1 ST [ ROUGH PLBG- [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE iV INSPECTOR ze TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTI N [ ] FOUNDATION IST [A -ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GSH) [ ] ELECTRICAL (FINAL) REMARKS: /-�-�� `� DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ l RRE RESISTANT CONSTRWCT , [ ] ELECTRICAL (ROUGH) REMARKS: :Z�1 [ ] Ro PLBG. [ yt�NNSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION [ l ELECTRICAL (FINAL) DATE -- �'Iy INSPECTOR. FOUNDATION (1ST)' FOM DATION (2ND) ROUGH 1+R.AIWO & PLUMING INSULATION PIM N. Y. STATE ZMGY CODE e�,rec� FINAL x2iffl,ft-wo4 Y TOWN IJF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net PERMIT NO. Examined, 20 0) Approved �f , 20j Disapproved a/c Expiration , 20� BUILDING PERMIT APPLICATION CHECKLIST Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check_ Septic Fc N.Y.S.D. C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: a _Vl%(, Phone:(631:754-5555 _ 1I-t4o APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date KAXL4 - C , 20 lfL. a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. t (Signature of applicant or name, if a corporation) 41 E. M�►_rc 'Roa9p �R-�yynlr.), ►tel `-l. 11�140 (Mailing address of applicant) State whether applicant is owner, lessee, agen , architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises VA*1 R -%E! ) V>Ayz4eiz- (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. 9A&R.la62 Cv*S&-Vyzj cAje,-t Plumbers License No. a,land on which p posed work will be done: noose tvuutoer mreet Hamlet County Tax Map No. 1000 Section p, /g Block OI Lot �9 y Ti, Subdivision r10fz&ArA O—W-Wt2 Filed Map No.I ll°1 Lot KX,Le ,4 Is t 1935 T 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 't,11JCt1.Gz Fbvy tL.&A jWjpg .l.4t-X� b. Intended use and occupancySl►>Lll t� �bi MIIY, riWWA*YA A%fck) + PRN 3. Nature of work (check which applicable): New Building Addition x Alteration__ Repair Removal Demolition Other Work (Description) 4. Estimated Cost * -15 -YJ. Fee (To be paid on filing this application) If dwelling, number of dwelling u;;yyis 1 Number of dwelling units on each floor If garage, number of cars '2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t 7. Dimensions of existing structures, if any: Front 49•°o Rear 14%p( • Height 411 t':) Number of Stories Depth 141-15 t Dimensions of same structure with alteratigns or additions: Front 0 Rear (0164*4! Depth 14ty Height I'V M) Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front i t� Rear. 5-d Depth 2.O01 L 10. Date of Purchase tkAA� g4'11 Name of Former Owner 11. Zone or use district in which premises are situated K" It 12. Does proposed construction violate any zoning law, ordinance or regulation? YES >< NO DECAe'1eerA * (051$ btu, "I 13. Will lot be re -graded? YES NO %C Will excess fill be removed from premises? YES X NO $5hok" 9r. Aeme 14. Names of Owner of premises t`gfePlloCglsl NkktgAddress Ny.Uy 1001' Phone No 14) 459-3231 Name of Architect rKW"ick. WVftRL� Address Nu.�4- hone No CSI 16 -Sg455 Name of Contractor N"kVZ CVA3TVZ%Vr1o" Address rA BPc 9g4 Phone No. 631 —5111 CATrtO(AAE., N?(.11935 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO i< * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) kkto v�jfiiX. K. Wei being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor Otticer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to inake and file this a plication; that all statements contained in this application are true to the best of his knowledge and belie 11 0 ,"" '9011MOM9MRANAN performed in the manner set forth in the application filed therewith. NOtery pub k . two of New Vbtk NO.01OU6228030 Sworn to before me this , 0ueN0ed in SuBotk G9Wlb 1 st day of "ClfGK 20 � My Commlee- Expires "-I6 Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: August 19, 2011 TO: Matthew Burger 35 Morton St. Apt 8 New York, N.Y. 10014 Please take notice that your application dated August 15, 2011 For a permit for a garage addition to a single family dwelling at Location of property: 1600 Pine Tree Road, Cutchogue, NY County Tax Map No. 1000 - Section 98 Block 1 Lot 19 Is returned herewith and disapproved on the following grounds: The garage addition on a non -conforming approx. 20,400 sq. ft. parcel with two front yards, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring between 20,000 & 39,999 shall have a minimum front vard setback of 40' feet. The proposed survey, indicates one front yard setback of approximately 10'. �14fiLiL a 6�•h--' Authorized Signature BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken SchneiderCOU http://southoldtown.northfork.net 13� Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2011 ZBA FILE: 46518 NAME OF APPLICANT: Matthew J. Burger PROPERTY LOCATION: 1600 Pine Tree Rd. (corner Pine Tree Rd.), Cutchogue, NY SCTM#1000-98-1-19 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 25, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one story single family dwelling and accessoryshed. It contains 20,777 sq. ft. with 227.10 feet of frontage on Pine Tree Road, 95.59 feet of frontage on Pine Tree Road, 200.21 feet along the southern property line and 90.00 along the western property line as shown on the survey dated October 3, 2011 prepared by Nathan Taft Corwin III, LS. BASIS OF APPLICATION: Request for Variance from Article XXIII Code Section 280-124 and the Building Inspector's August 19, 2011 Notice of Disapproval based on an application for a building permit to a garage addition to existing single family dwelling at; 1) front yard setback of less than the code required 40 feet. RELIEF REQUESTED: Applicant is requesting a variance to construct a garage addition 24 feet by 30 feet to the single family dwelling with an eleven foot setback from the front property line where the code requires 40 feet. ADDITIONAL INFORMATION: During the Public Hearing the applicant was asked to bring the addition into more conformity with the code. The applicant agreed to reduce the size of the garage addition to 20 feet by 30 feet, thereby increasing the proposed front yard setback from 11 feet to 15 feet. Additionally there were two letters received from neighbors in support of the application. At the Public Hearing a neighbor spoke in objection to the proximity of the proposed garage to the road. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 2 of 3 — December 15, 2011 ZBA Filek6518 - Burger CTM. 1000-98-1-19 1. Town Law &267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing dwelling is in a state of disrepair, the applicant is proposing to update the dwelling and add an attached garage, which is a common addition in this neighborhood. The proposed garage addition is sited at the existing driveway. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is located on a corner which creates two front yards. The existing dwelling is located 34.6 feet and 52.8 feet from both front property lines. Any location of the garage addition would require a variance. Construction of an accessory garage in a more conforming location would require cutting numerous large trees and placing the garage in the only functional rear yard on the subject property The layout of the interior of the existing dwelling dictates the logical location of the proposed attached garage. 3. Town Law &267-b(3)(b)(3). The alternative relief granted herein of a 14.9 ft. front yard setback is mathematically substantial, representing a 62.5% variance request. However, there is 19 foot shoulder from the property line to the existing street so that the proposed front yard setback for the attached garage appears to be approximately 34 feet to the edge of the road pavement. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. To reduce potential storm hazards to the existing dwelling and to improve visibility for oncoming cars driving around the bend on Pine Tree Road, the applicant has cut down many diseased trees on the subject property that caused blind spots. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of alternative relief, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a garage addition to this existing dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried, to DENY, the variance as applied for, and shown on the survey dated October 3, 2011 prepared by Nathan Taft Corwin III, LS., and GRANT, Alternative Relief, for a 14.9 foot front yard setback and a 20 ft. x 30 ft. attached garage as shown on the amended survey prepared by Nathan Taft Corwin, III, LS dated revised December 5, 2011 and architectural drawings; page 1 titled site plan and page 2 titled garage/porch addition prepared by Frederick Weber, RA, dated Rev. December 5, 2011. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 — December 15, 2011 ZBA File#6518 - Burger CTM: 1000-98-1-19 Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Horning. Nay: Member Schneider. This Resolution was duly adopted (4-1). Leslie Kanes Weisman, Chairperson Approved for filing 1* /•/1 /2011 Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM PROPERTY LOCC,ATION; s.CTIA r. THE FOLLOWING ACTIONS MAY REQUIREladTHE SUBMISSION OF A Ma of z STORM- 6 1 D AND EROSION NT1 L PLAN t>&1 CERTIFIED BY A DEBT P _ _ A OF veer_ SCOPE OF WORK - PROPOSED CONMUCUON a. What b the rota( Area of the Pmjed Parcels? Plead* TOW Area Of d lowceh boded w". the Scope of Work forPlopaaed Oxmilracdon).`.4., CJ Is. What Is #0 Total Amu of Land Mormi lgseedier Ground Diwxtbrfkapapased mwhpdon a ^ IW ,4 saw r1EM0 / WORKASSESSAUNr PROVIDE BRW PROJECT DB3CIUFn0N F. AM" Pqa aNgad) 2 LL.ttt r - Submission of a SViPPP AS M4uuked ear at construction adNbeov iroNFg we tfkbabensesaon� (t)or moors aaex kMWig abaxbarces alas �renoro ars mat am Pan as Weer common pan mal we utlinateN dWwb are or more saes of Land; Including COMMAKtlon atdNtlba irarkg sot dbumbamns ales man ane (1)acre where thw DEC las determined that a SPDES pema1 b required for stem, water discharger. SWPP's Shat move the Wnlmum Requirement, ata SPOES General permit 'tor storm wad Dt,ehargss )rwn 6onabuetion aeavily -Pannit No. GP -04"01.) I. TM awPPP Shea be peprad Prior to to subMpal of ea NOL The NOI ricer ti z. ThsrlgPPP areas dasaba to atlarr-A 1112,0 16" balwill be used ardM Par iddeem,"SwPPPalai MY Masma* be ret oodod b aaetl the 3. AN SwPPPs dot naques tla stormwo6rnmwagamr,t praCem txanpaar WM a p epsmd by a taaMed DW m Pmbubral UMMW In NswYark that 6 knwvMpeage In On abdples and Pmcthm ofStorm wlalerklsmiper m , 4 Will Lads Project Refoin M SbrtlfWaW Mn -Or Generated by a 7Wo V1Inch iaktfaN on take? (M km wB krlude d na vNervaled by stir dearfng rWor canro6ticEon a*Aft ae well as all Sat Intpmw=Mft oral the permanent creation W kroovimvxfdom) . Does the Sib Plan andbr Bervey Show AN Ropoeed )tosbeA krokale all Proposad Grade Locadinn?� m . Slopes CaWoBrg Surface Water Flaw. Does the Sw Plan and/or Survey describe the erosion willbe used to =*OI sat erosioan id storm water discharges This Item must be mafafatnad tivoughcut the Entlre Will this RMad Require any Lard Fdli g, Grading tx Yes No x n x.E] X M Sl ATE OF NEW YORK, �COUNYO.F. ... S.l-rrfuA/ ... __..... SS T at I, )fig � sworn, deposes and says that he/she is the a Mame of WM kal dgwg poaenea) ` PPheant for Kermit, And that he/she is the Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belie$ and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ' ' l ,o^ ---- .. s + ......................... day of .... NS.�@ 1�f.� \ .........•........ Notary Public: .............. -- - .................. .......... (si9awe a Appeax) FORM - 06/70 SA MNAI DGMES BUCHANAN NO" Pull k - State of New Verk W. OIBUBzzeoa0 ottalnla rt stenotic my cotlNNetllgp EXCeV+tbo where there is a charge to the Natural Existing Grade Im Mng more than 300 Cubic Yards x of Material watdoany Parcer7 5 Will this Appecetlon Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,OD0 S.F.) Square Feet of Ground Surface? S is there a Natural Water Course Running through am Site? Is Us Pmjedd within the Trustees jurisdiction or within One Hundred (1001i Iset of a Wetland or — Beach? WB there be Site prepandbn on Existing Grade Slopes which Exceed Fifteen (15) feet of Veracat Pose to One Hundred (1001 of Horizontal Distance? — X 8 Will Driveways, Parking Areas or other ImperAbus Surfaces be Stoped to Diced Sloan -Water Runoff ��''��t1 { ( X Into and/or to the direction of a Town dghtoFwayt u 9 WE Oda Protect Requ re ate Placement OrMatadal, ' Removal a Vegetetlonandkr pna.Con trueNon of arty Item Within the Town RtgMoFWey a Reed 3htadder Area? trot th Nm awama,lM M,Wtlp,alplwaq AaramW NOTE NMyAw%apOuµaq,a.OmaapayaN4aNMawwadwMaCaedt Nsra M a Ban arae ter mw..,x...e..a.....__-_ Sl ATE OF NEW YORK, �COUNYO.F. ... S.l-rrfuA/ ... __..... SS T at I, )fig � sworn, deposes and says that he/she is the a Mame of WM kal dgwg poaenea) ` PPheant for Kermit, And that he/she is the Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belie$ and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ' ' l ,o^ ---- .. s + ......................... day of .... NS.�@ 1�f.� \ .........•........ Notary Public: .............. -- - .................. .......... (si9awe a Appeax) FORM - 06/70 SA MNAI DGMES BUCHANAN NO" Pull k - State of New Verk W. OIBUBzzeoa0 ottalnla rt stenotic my cotlNNetllgp Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 7651802 roger. riche rt(ANN )o ttgo%.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: CT Name: p�3�jL� rJ ELf.� License No.: tf - 7C9 _A4E_ Address: , o QoJc o2 /S SO U i—)� OzZ AJ21 - Phone No.: 6 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �E.va V,afl e) AJ NEcJ w ! OZInJC� (Please Circle All That Apply) *Is job ready for inspection: YES NO *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 *New Service: Additional Infc 82 -Request for 1777 Re -connect U JUL For0t.DG.DEPT. TOWN 01 SO 1HOLD Lot: Rough In Final 300 350 400 , Other Number of Meters Change of Service PAYMENT DUE WITH APPLICATION epi °D n o ° of PNH�MENS n BOG 0 p N S P/0 NO o c°TTgT ELL 5. C°T TK°�E E ° & JAN SURVEY OF LOT 26 & P/O LOT 27 MAP OF NASSAU FARMS FILE No. 1179 FILED MARCH 28, 1935 SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-01-19 SCALE 1"=20' OCTOBER 3, 2011 DECEMBER 5. 2011 REVISED PROPOSED GARAGE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL DR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. AREA = 20,777 sq. ft. 0.477 ac. PREPARED IN AC THE MINIMUM STANDARDS F A STABLISHEE BY THE L.I. DOPTED UC O_ TIITTLE SAS CIA C T� AND i 4 � Iklwi o Replace EmatIng �^ Clerestory ry Windows ("Operable for Bath Venting) Trade I O 0 ry New D.H. i; C; d�r• Belau Remove Door Din Ill EXISTING CONSTRUCTION 32'-O" 4 I. �--�0----Remnve-AE----Remove o Unit, Patch iiril Doo" p1i U 9 - LVL WaIF-, milli ' - Ii II Remove Well 4• 3'- 4' II II". II II ting 2 New Door. I Shelf I I New ' r 2c CL RemovC lW Reloca8d in II ---_ R�eldl`alJ-----�FI`.4�i_ (III EXul Mach. Flue 4L' -L" ADDITION 20'-O" V-21/2' l'-11/2' New Cantilevered Begs I 1 R•O• I 3'-8' �,•I/2' Under Eodstmg Roof Ovhg. 2` 3'-8' 4 2' -"2' 2• 1/2' it 5 I/ ' 2'-2• 4'-5• H 2'_2• T-3 I/ ----------- --- --...- i ------ --- -- ----- 3 ---- G-- -------------� ----_--- (2) 9 1/2' LVL New (2)�9 I/2' LVL I New '9 1/2' LVL 17- s 13 III =�,Il Rem matingBench28'-10` 5 we t 5tw IWind II ':� 0 3'-0' II 11 ' ^ I• I I i G II II I I Remove E I I New Woc 'u I I ma Ing u 11 Stove L IQ Emsting114x)2 Ridge 1t{Cdumn 011 Meet Al _-___1L_____-ki______uW' _ 9_ I I ryF -``- i 1 Clea ai u u II i II Regmree ill iso I Stone F (Under -- _ _ ____ X11 In Bill El _J51 n l l Remove A t__j� =�;LT-- - RII Closet w 7 W 1 1 Emsung Panel C KITCHE Rene "i I "Wall IC t, b II (New Oak IF4sor1 � 111 Z3' -L' ! ! I❑r°0�: ,� H -I -J-11 r o...,... 0. to Remain II Book—i� ILI 5'-1" MBR Heighltt i / Emoting R.R.. IC I C.J.. If.. oc Remove E`u5t"g Ex ended Windows 1 Blok- e� Enla ge/Reldcate up Openings 1 M. BATH '�Betl Room Poor I I r w I 1 L__________ft_____________�___®____fti__ 1 2-8' , 2'-4' ,. 1'-2" t FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN, THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS, 4 HEADERS BE A OVER MINI MUM OF BE I SUPPORTED LL ! 3D-Oxil IN UPRIGHTS" WOR A5 SHOWN ON DRAWINGS. UPRIGHTS. S. SOLID BL 2 KING SH FOR AIR PROVIDED FOR IN L J015TS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0' O.C. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. 9 NAILING SCHEDULE CHEL DDUEESHALL BENAS R THE N, GALVANIZED.DNGCODE AS A MINIMUM. ALL 2YA STUDS SHALL RECIEVE 5 -IOD NAILS AT SILL AND 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D • 4" O.C. EXTERIOR EDGES AND LD • 12' O.C. INTERMEDIATE. 11. ALL APPROVED RAFTERS BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' 7 PROVIDE -SIMPSON' PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL 4'-10" -I I ev •l1_m-oe r-t nda • SnkRooF Ne C.J., ILoc 2'+x1�0..IIIII Remove Existing 2x8 R.R., 14 New 2x 8 R.R., IL' oc Door Sliding Door F Replace w/3'-5re Specified Windows ,--_-_ _ Leder CJ,IL'ColumnEndosing © (Tl ❑ 2x10 R on Sheathing '•�� 4x4 Pressure © O I Treated Post, 'v I I 7 I Infill Roof No I Found.. Strap to I New Conc. BI,�!:' Chimney w/ :/i:' I New ;r Header ITyp.) 1 I (TW) 2'-O"x 2'-0' Clay Tile Flile>` 1 GARAGE 1 No J APW3848 3'-8"x 4'-8" (Sul fors.✓;{mVe I N o i ADHIS48 I' -8'x 4'-8' po"'�+!% i P. Cone. Slab No :I F INTERIOR DOOR55TALL J?i, 1' I (Pitch to Ovhd. Door REPLACEROOM. ROOM t KITCHEN A/CNEW LIVING NEW GARAGE: LOO SF o Replace EmatIng �^ Clerestory ry Windows ("Operable for Bath Venting) Trade I O 0 ry New D.H. i; C; d�r• Belau Remove Door Din Ill EXISTING CONSTRUCTION 32'-O" 4 I. �--�0----Remnve-AE----Remove o Unit, Patch iiril Doo" p1i U 9 - LVL WaIF-, milli ' - Ii II Remove Well 4• 3'- 4' II II". II II ting 2 New Door. I Shelf I I New ' r 2c CL RemovC lW Reloca8d in II ---_ R�eldl`alJ-----�FI`.4�i_ (III EXul Mach. Flue 4L' -L" ADDITION 20'-O" V-21/2' l'-11/2' New Cantilevered Begs I 1 R•O• I 3'-8' �,•I/2' Under Eodstmg Roof Ovhg. 2` 3'-8' 4 2' -"2' 2• 1/2' it 5 I/ ' 2'-2• 4'-5• H 2'_2• T-3 I/ ----------- --- --...- i ------ --- -- ----- 3 ---- G-- -------------� ----_--- (2) 9 1/2' LVL New (2)�9 I/2' LVL I New '9 1/2' LVL 17- s 13 III =�,Il Rem matingBench28'-10` 5 we t 5tw IWind II ':� 0 3'-0' II 11 ' ^ I• I I i G II II I I Remove E I I New Woc 'u I I ma Ing u 11 Stove L IQ Emsting114x)2 Ridge 1t{Cdumn 011 Meet Al _-___1L_____-ki______uW' _ 9_ I I ryF -``- i 1 Clea ai u u II i II Regmree ill iso I Stone F (Under -- _ _ ____ X11 In Bill El _J51 n l l Remove A t__j� =�;LT-- - RII Closet w 7 W 1 1 Emsung Panel C KITCHE Rene "i I "Wall IC t, b II (New Oak IF4sor1 � 111 Z3' -L' ! ! I❑r°0�: ,� H -I -J-11 r o...,... 0. to Remain II Book—i� ILI 5'-1" MBR Heighltt i / Emoting R.R.. IC I C.J.. If.. oc Remove E`u5t"g Ex ended Windows 1 Blok- e� Enla ge/Reldcate up Openings 1 M. BATH '�Betl Room Poor I I r w I 1 L__________ft_____________�___®____fti__ 1 2-8' , 2'-4' ,. 1'-2" t FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN, THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS, 4 HEADERS BE A OVER MINI MUM OF BE I SUPPORTED LL ! 3D-Oxil IN UPRIGHTS" WOR A5 SHOWN ON DRAWINGS. UPRIGHTS. S. SOLID BL 2 KING SH FOR AIR PROVIDED FOR IN L J015TS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0' O.C. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. 9 NAILING SCHEDULE CHEL DDUEESHALL BENAS R THE N, GALVANIZED.DNGCODE AS A MINIMUM. ALL 2YA STUDS SHALL RECIEVE 5 -IOD NAILS AT SILL AND 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D • 4" O.C. EXTERIOR EDGES AND LD • 12' O.C. INTERMEDIATE. 11. ALL APPROVED RAFTERS BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' 7 PROVIDE -SIMPSON' PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL 4'-10" -I I ev •l1_m-oe r-t nda Unit SnkRooF Ne C.J., ILoc 2'+x1�0..IIIII Nnj2R.R, 2x8 R.R., 14 New 2x 8 R.R., IL' oc Door red 5I Tapered V-Yx 4'-8' CJ,IL'ColumnEndosing © ADH21048 _0• 2x10 R on Sheathing '•�� 4x4 Pressure © ADH2440 2'-4'x 1'-0' Treated Post, No I I ❑ O Infill Roof No I Found.. Strap to I' -4'x 3'-8' (*) New Conc. BI,�!:' Chimney w/ :/i:' I New ;r Header ITyp.) 1 I (TW) 2'-O"x 2'-0' Clay Tile Flile>` 1 GARAGE 1 No I) I APW3848 3'-8"x 4'-8" (Sul fors.✓;{mVe I N No e^ch ADHIS48 I' -8'x 4'-8' po"'�+!% i P. Cone. Slab No :I F INTERIOR DOOR55TALL J?i, 1' I (Pitch to Ovhd. Door REPLACEROOM. ROOM t KITCHEN A/CNEW LIVING NEW GARAGE: LOO SF 5/8" Type "X" GBP. Bd. NEW PORCH: 235 5F r 8- NEW KITCHEN CABINETS IT COUNTERTOPS. (Walls t cc Ing) 4 EXISTING: 1590 SF 10- REVISE EXISTING HVAC SYSTEM TO PROVIDE (2) ZONES (Bedrooms/Mem Living Space) AND ADD AC. I Sink it❑�'-i---- •� I Y 1 v Remove A Din 'I m O Unit,`PatcF' >3 M O Screen ai o I Well = 1! Door .O -.'F- New d4 Zlm Bluestone , PORCH � � J I z z 12' x 8' Over4ead Door --------------___ __ _ ❑ 12) II 1/8' L17jL Hdr. '- - — — — — — — — .I New (3) 1 I/2' LVL ---- ------- -- -------------� P ---- �"---------------- --- --- Leeder P. Cmnc. A ron III I fTyp.) II I A rl I'Al j 9'-9I/2" A4 T-9 1/2' - , 4'-0' I2'-0" JI iJl i; I 2L'-2' 20,_0• -Th II Ili II III III KEY Existing Wall Nem Well ---------- Emsting Well -----'---- Removed m �r ---------- WINDOW SCHEDULE Unit Model R New kqware Nnj2R.R, IL" a j Door red 5I Tapered V-Yx 4'-8' CJ,IL'ColumnEndosing Yea © ADH21048 T -10'x 4'-8" 4x4 Pressure © ADH2440 2'-4'x 1'-0' Treated Post, No •— ❑ Anchor Bolt to Imil l Metal, 45 Min. Fire Door, No I Found.. Strap to I' -4'x 3'-8' (*) Leacfer Header ITyp.) --------- (TW) 2'-O"x 2'-0' KEY Existing Wall Nem Well ---------- Emsting Well -----'---- Removed m �r ---------- WINDOW SCHEDULE Unit Model R R.O. Cling Egre Door ADH3248 V-Yx 4'-8' 5.3 Yea © ADH21048 T -10'x 4'-8" No © ADH2440 2'-4'x 1'-0' L' -0'x 4' -II' (R.O.) No Q ADH2.il 2-4'x 3-4` Imil l Metal, 45 Min. Fire Door, No E O Replace Window I' -4'x 3'-8' (*) 5 O No Q AAN2020 2'-O"x 2'-0' No © APW3848 3'-8"x 4'-8" ON FLOOR 2PLAN No ADHIS48 I' -8'x 4'-8' SQUARE No Model Numbers Refer to "Andersen", A -Series, Clad, PG -50, Low -E4, 1/2" Plywood for Impact * Verdy Operation FIRST DOOR SCHEDULE Unit Model It Width 1 Height oFront Door 3'-O'x L'-8' (Dom) ("Slmpaon" a Equal) �e A OSide Light I'A'x L'-8' low) ("Simpson" or Equal) O3 FWGD6041IR "Andersen" * L' -0'x 4' -II' (R.O.) Gliding Patio Door f REPLACE W/ ANDERSEN A -SERIES WINDOWS. Imil l Metal, 45 Min. Fire Door, G'-8' 10m) Self Closing w/ Wood 5 -Panel StirZ'-8'x 5 O "Thermo -Tru", CCA240. * 3'-O'x L'-8' Mw)) Classic Craft, American Style * Verdy Operation FIRST FLOOR PLAN SCOPE OF WORK: �e A I- NEW ASPHALT SHINGLE ROOF. 2- NEW WOOD SHINGLE SIDING. 3- REMOVE EXISTING WINDOWS AND DOOR. f REPLACE W/ ANDERSEN A -SERIES WINDOWS. 4- NEW "AZEK" FASCIA t RAKE BOARDS. NEW 5/4x4 WINDOW t DOOR CASINGS. 5- REFRAME INTERIOR WALLS AS INDICATED ON FLOOR 2PLAN PROVIDENEW 51MP50N 5- PANEL SQUARE FOOTAGE: INTERIOR DOOR55TALL REPLACEROOM. ROOM t KITCHEN A/CNEW LIVING NEW GARAGE: LOO SF FLOOR NEW PORCH: 235 5F 8- NEW KITCHEN CABINETS IT COUNTERTOPS. 9- NEW CLOSET INTERIORS. EXISTING: 1590 SF 10- REVISE EXISTING HVAC SYSTEM TO PROVIDE (2) ZONES (Bedrooms/Mem Living Space) AND ADD AC. I II- REVISE PLUMBING FOR NEW FIXTURES 1 LOCATIONS. 12- REVISE/ADD ELECTRICAL RECEPTACLES, SWITCHES, AND LIGHTING FIXTURES PER ELECTRICAL PLAN. n I- np 2 � JUL 2 7 2012 I el— FREDEEOCK ROBERT WEBER ARCHITECT Iuy�7 MOD V I Q DRAWING TITLE: I5T FLOOR : I JOBr GARAGE/PORCH ADDITION MATTHEW BURGER (LOO PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMIY 1000-418-01-M ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 62 NOYAC PATH WATER MILL, NY I1919 TEL 431 154-6666 PAX 431 241-1084 SEAL: 45-418(➢ A 4? a O Misc. JULY 11, 20P1 DATE: FEB 28, 2012 SCALE : 1/4' - I'll JOB NO: x20110411 DRAWING NO. V L, OF A5 TOWN W nil"i, J Rephalt Shingle Roof New: 30tt Felt Aspphalt Shingle Roof nngg 30tt Felt g I2 4x12 lRidge Existing: 12 Plank Decking Existing: q 4x8 Rafters. 4 « (d) p Plywood Sheathing V Ceiling Panels I IIV// Roof Rafter New 4xL Existing Roof King Post -- Structure New Trusses: (2) 3x10 Bottom Chords lil Thru-Bolted w/Existing I.I emove 5 Soffit TO 4x8 Rafters t New 4xL i. Soffit New New: King Post Il' Post New PORCH CedarFelt Shingles Existing LI Q PORCH g Existing g 'Im Bluestone Set " .1 Existing LIVING ROOM hl M. BATH MBR; in Mortar Over Stud Walls w/ I:I Bluestone Set Plywood Sheathing I;I in Mater Over 4' P. Con" 51ab i I:I flashing B Wee 4" P. Ca«. 51 Flashing 6eWee w/ L'x4. 10/10 I Shingle Flare Exlsnng r1 5heething l a/ G'xL' 10/IC Existing Sheathing 1 WWF Rant. i (Typ,) 2x8 F.J., IG' « Ilij Slab Edge WWF Rent. 2x8 F:J., IG' « Slab Edge J 2' tone Veneer F on Porch Foundation Existing Existing E>sUng (3) 2x10 Drill 1 Pm New (3) 2x10 Dnll 1 Pm 8' P. Conc. Found. CRAWLSPACE Girder Girder 51eb to Existing Well on IG'x8' Cont. Fours to Existingw/ Areaway iv Found. Wall u/ P. Conc. Ftg. Existing 2" P. Conc. #14 Bars, 2'u/, Existing114 Bars, 2'« 1 Existing e- L__� G' -O' Conc. Found. BASEMENT f- L'-0' Wall T' 3' 5' 4' Existng Conc. blab Exist ng 4x8 ter 7 '� �i m SECTION AA SECTION Side o�Raach fter \ \� 3/4"0 Machine Bolt Qty. (4) DETAIL 1 3/4" = 1'-0" I I I I I I I I I 11 I I I ti NORTH ELEVATION 4 PEP Oi-- I R y----- __ -— --- I II ). .... I L ... ..... ... ). L..., ... ...... I II II II ® ® II II I I F F II II i I II 'I I I II I I II 'I I I____________________________________ I SOUTH ELEVATION 1/9" = I' -O" 1/4" = I'-0" New Asphalt Shingle Root � I I ----------------------- I II I II I II I New Woad I jShingle Siding i II � " I Wood I' Guard Rall II I I _-----••----Jou I I I r, 1♦ I I P. Conc.Ardaw/ I I BI estons Cel I L� L� L� / 1 1 LzY____�_F1 I I I I I I I 12 5t V New: Metal Roof 30tt Felt 5/8" Plywood 2x8 R.R., IG"oc Azek" Fascia (3) T 1/2" LVL Beam, Encase in Azek" Bd. 2"'Stone Veneer an Porch Foundation 8' P. Cane. Found. Wall an IVA' Cont. P. Conc. Ftg. Remove I Flue I I I I L_I, ME 1073111 Plank Dec Wood- Cedng Beams Existing LIVING ROOM ExistnFloor Framing New 2 Slab-\, Ridges to Align 5/8" Tggpe "X" Gyp. Bd. SECTION CC 1/4' = 1'-0" !' New /jsplm% SMngle $eater ��yl LI 11 --------------- I I II II II I I I New Wom j I I I Shingle Fading I I ilii O ©I I I O 1 I II II 11 I I I II II 1 I I II II I I I I II II II � I I I I 11 II II I I I I II II II I -------------- -------------- -------- -- �- i I ' i I I I I I I I I —_J —_J WEST ELEVATION New Brl Chimney 12 q New Asphalt L.C. CI 12 � Shingle Roof Flashing Q2 _____________________________________ II I =I New 061. Hg. ttr� I t NdW Wood Wndows iD "1 5Mdg Ie 51dim 7 j O i Ig�" ® Oq New 5/4x4 i Ir# I I 'Azek" Cawngl II I 11 ' ii 1 11 I u I " II ii II II______ ____ _- ____ _ L_______+______________ =oa ae a C 1 I o I I I I I I I I I I 11 I I I I I i t I I I I I I i t I I I 11 I i t I I I I I 11 I I I I I I I I 1 1 I I I I I I ;II L_____________________—_____________________ JI :II �____________________ T____________________- - i 1 I L�- I I I I I I rJ tNew Wood Shingle Siding/ ---- #----------7 Zoo O- aEjC� 2" Stone Veneer on Porch Found. Walls (Grade to Underside of Bluestone) I/9" = 1'-0" Ridges to Align 12 Ix3 Shingle Mould ----- =-- IxI0 Rake Ed. 1x 01 Fascia BI 0 I 1 I I I I I I I I 1 I I GARAGE ADDITION EAST ELEVATION 1/4" = 1'-0" FREDERICK ROBERT WEBER ARCHITECT Q DRAWING TITLE: ELEVATIONS SECTIONS JOB: GARAGE/PORCH ADDITION MATTHEW BURGER ILOO PINE TREE ROAD CUTCHOGUE" NY TOWN OF SOUTHOLD SCTM* I000-98-Oh"PI ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 111140 52 NOYAC PATH WATER MILL. NY 0911L TEL L31 1154-5555 PAX 01 21.1-1084 SEAL: ZEREDgR 4 ha A .n.j':vA i(Y W ANT, r35G3 Truss Y 2012 REV.: DATE: FEB 28" 2012 SCALE : 1/4' - F -O' JOB NO: 401109 DRAWING NO. i OF A6 New: 2x10 Asphalt Shingle Roof Ridge 30tt Felt 5/8" Plywood Sheathing Strep Over edge 2x8 R.R.. IL'oc "Hurricane 12 Chpps" on All �St Rafters (Typ.) 2x4 Ties Plywood Sheathing 'Strongback" - to Lap Top IE 2x%'C.J Ix10 Fascia Ed. IL" or �5 1/2' TIG Soffit Cedar Shingles New 30tt Felt GARAGE 5/8" Plywood 2x4 Studs. IL"oc 2xL Pre'wwre 4" Pi Cone. SlabTreated Shingle SIII Sill Seal/ w/ L"xG" 10/10 WWF'Reinf. Flare Termite Shield 5/8'0 XIV A.B.. 32'« 8' P. Cone. Found. a Well on I4"x8' Cont. P. Cone. Ftg. (3' Below Grade) SECTION CC 1/4' = 1'-0" !' New /jsplm% SMngle $eater ��yl LI 11 --------------- I I II II II I I I New Wom j I I I Shingle Fading I I ilii O ©I I I O 1 I II II 11 I I I II II 1 I I II II I I I I II II II � I I I I 11 II II I I I I II II II I -------------- -------------- -------- -- �- i I ' i I I I I I I I I —_J —_J WEST ELEVATION New Brl Chimney 12 q New Asphalt L.C. CI 12 � Shingle Roof Flashing Q2 _____________________________________ II I =I New 061. Hg. ttr� I t NdW Wood Wndows iD "1 5Mdg Ie 51dim 7 j O i Ig�" ® Oq New 5/4x4 i Ir# I I 'Azek" Cawngl II I 11 ' ii 1 11 I u I " II ii II II______ ____ _- ____ _ L_______+______________ =oa ae a C 1 I o I I I I I I I I I I 11 I I I I I i t I I I I I I i t I I I 11 I i t I I I I I 11 I I I I I I I I 1 1 I I I I I I ;II L_____________________—_____________________ JI :II �____________________ T____________________- - i 1 I L�- I I I I I I rJ tNew Wood Shingle Siding/ ---- #----------7 Zoo O- aEjC� 2" Stone Veneer on Porch Found. Walls (Grade to Underside of Bluestone) I/9" = 1'-0" Ridges to Align 12 Ix3 Shingle Mould ----- =-- IxI0 Rake Ed. 1x 01 Fascia BI 0 I 1 I I I I I I I I 1 I I GARAGE ADDITION EAST ELEVATION 1/4" = 1'-0" FREDERICK ROBERT WEBER ARCHITECT Q DRAWING TITLE: ELEVATIONS SECTIONS JOB: GARAGE/PORCH ADDITION MATTHEW BURGER ILOO PINE TREE ROAD CUTCHOGUE" NY TOWN OF SOUTHOLD SCTM* I000-98-Oh"PI ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 111140 52 NOYAC PATH WATER MILL. NY 0911L TEL L31 1154-5555 PAX 01 21.1-1084 SEAL: ZEREDgR 4 ha A .n.j':vA i(Y W ANT, r35G3 Truss Y 2012 REV.: DATE: FEB 28" 2012 SCALE : 1/4' - F -O' JOB NO: 401109 DRAWING NO. i OF A6 ELECTRICAL FIXTURES: OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS and HANGING FIXTURES 2- KITCHEN PENDANTS 3- WALL SCONCES 4- SURFACE MOUNTED PORCH CEILING FIXTURES 5- ALL DECORATIVE EXTERIOR FIXTURES b- PATH AND POST LIGHTS 020V, Line Voltage) l- PADDLE FANS (To be Mounted on Bracket Spanning Jaata) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO', 5"(0). HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES ("KICHLER". Hockey Puck Style). APPLIANCES - ELECTRICAL NOTES: I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON). WHITE. 2- DIMMER5 TO BE "DIVA" (Slide Control), WHITE. 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 4- ELECTRICIAN TO SCHEDULE 'WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW "TEMPERATURE DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. G- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. EXISTING CONSTRUCTION - I E ADDITION OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: 30", (4) BURNERS -PROPANE, OVEN- 30 AMP ELECTRIC 2- REFRIGERATOR: DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 3- DISH WASHER: ELECTRIC t PLUMBING 4- KITCHEN HOOD: 5- WASHER: PLUMBING t ELECTRIC G- DRYER: ELECTRIC PLUME31NG NOTE I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXP05ED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. ELECTRICAL SYMBOLS SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE 0W.P. DUP.REC.-WATERPROOF 0Gn DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR QI DUP.REC.-11)SWITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) RECESSED -Cl -G. 1-0 WALL MOUNTED (39 DUP. FLOOD O-> HIGH INTENSITY, SWIZEL, RECESSED D CL05ET LIGHT Q SHOWER LIGHT (Wet Location) CY=O UNDERCAB. FIXTURE C UPLIGHT5 G mar— CABLE FIXTURES ® Q DOORBELL/CHIME EXHAUST FAN PADDLE FAN PADDLE FAN / LIGHT F❑ ATTIC FAN ® SPEAKER A TELEPHONE O CABLE VISION © COMPUTER (Cable t Phone) ® LIGHT W/ HEAT/FAN/NIGHT LIGHT (D THERMOSTAT FAN/LIGHT SMOKE DETECTOR Oco CARBON MONOXIDE DETECTOR SWITCH 43 SWITCH 3 -WAY $ 4 SWITCH 4 -WAY 40 SWITCH W/ DIMMER ow SWITCH WATERPROOF JS JAMB SWITCH KEYPAD EX EXISTING FREDERICK ROBERT WEBER ARCHITECT nn� luln I�J oo nn� LJ Ca� L>V' f� DRAWING TITLE: ELECTRICAL IST FLOOR JOB: GARAGE/PORCH ADDITION MATTHEW BURGER ILOO PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMs1000-9b—OHR ARCHITECT: FREDERICK R. WEBER 41 ,EAST MAPLE ROAD GREENLAWN, NY 11140 62 NOYAC PATH WATER MILL, NY I14114 TEL 431 164-6556 PAX L31 2L1-1084 SEAL: Msec. JULY II, 2012 REV -- DATE. FEB 28, 2012 SCALE : I/4" - I'-0" JOB NO: x2011041 DRAWING NO. OF EI ll RoofS" �1�3 -------------------fir ----------'------I---------- I I I I _ -- j 11A5TiER BATIA, i KITCHEN WET MBAR 112" 112` 212" 11Y2" I li(2" 112" I I I I I I I DW I Ist -FI or ----_i _ F-11 F.A. --- --- ----- ----- -- --- -- ----- 2„ 2" 3" 2" 2" 2" 2" I To Approved '--- --- ----- ----- ---- --- ----- SCO CO. Sanitary 0 System Building Drain, 4" Diameter, 1/8" per Ft-, Min. Pitch Laundry W Baaement PLUMBING SCHEMATIC NOT TO SCALE �0 ti D N o " of OP rn :;.:;.:.. od Ring,#II 7� , ..p`"�` S0eo U1 / A F V� / OELBE aE110 GE i� ljl oNi . ?°. ✓ i�/GENNEY 'd��i�.� 40.0' JIPT e° �r6� 2' \Drai�i�ge I .. „ ems': �f T' • 'c Ring 0-U me >V,/ s y '( °� th yD ; 6, e• ytoN Orris P, 000 s• w o%Y \ -PON �/ NERaja L O - "Dee \ �EtmG for Areawg\oE Drainege Rn msG m 0wc�e/° ay m 0•�\ E%�9 FM°VER °/SYOGKP 6. I m o tiy° ' IHON�y� G G , 03 AO y Jp so � b8 0 O� \. SITE PLAN NORTH 1" = 20'-0" DRAINAGE CALCULATIONS: ROOF AREA: 2160 SF x -166"/' = 458 CF PROVIDE (2) 8'O x 4' DRAINAGE RINGS W/ TRAFFIC BEARING DOME TOP = 460 CF RING; 42 CF/ FT OF HEIGHT DOME: 62 CF GARAGE/PORCH ADDITION MATTHEW BURGER 1600 PINE TREE ROAD HAMLET: PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SURVEY INFORMATION: NATHAN CORWIN, SURVEYOR JAMESPORT, NEW YORK SURVEYED: OCTOBER 3, 2011 REVISED: DECEMBER 5, 2012 LOT NUMBERS SHOWN REFER TO MAP OF "NASSAU FARMS" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE AS M 4P No. 1119, FILED MARCH 28, 1935 SCTM# 1000-98-01-19 LOT AREA: 20,111 S.F. (0.411 ACRES) ZONING: R-40 (NON -CONFORMING LOT 20,000- 39,999 5F) YARDS: (PRINCIPAL) FRONT 40' SIDE (ONE): 15' SIDE (BOTH): 35' REAR: 50' NOT": SEE TOWN OF SOUTHOLD ZONING BOARD OF APPEAL ^- VARIANCE #6518 HEIGHT (MAX.): 35', (2 1/2) STORIES LOT COVERAGE (MAX.): 20% EXISTING HOUSE: 1602 SF EXISTING SHED: 90 5F EXISTING DECK: 312 SF PROPOSED GARAGE ADDITION: (.02 SF PROPOSED PORCH ADDITION: 241 5F LOT COVERAGE: 13.1% lt) PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OFOCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD, D R A W I N is S C H E D UL E DA Al SITE PLAN NO 76 A2 FOUNDATION PLAN 1. A3 IST FLOOR PLAN 2. A4 ELEVATION, SECTIONS o, AS CODE D =TAILS AL EI ELECTRICAL- IST FLOOR VO 0E APPROVED AS NOTED E' / a- S. p, #3 7as-.3Z 7/0 -_B,l�_ IFY BUILDING DEPARTMENT AT 1802 8 AM TO 4 PM FOR THE LOWING INSPECTIONS: OUNDATION - TWO REQUIRED OR POURED CONCRETE OUGH - FRAMING, PLUMBING, TRAPPING, ELECTRICAL & CAULKING SULATION INAL -CONSTRUCTION & ELECTRICAL UST BE COMPLETE FOR r 0 CONSTRUCTION SHALL MrET THE UIREMENTS OF THE CG E5 OF NF' K STATE NOT RESPON9 Bi ION OR CONSTRUCTION ', ETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 QR OFT.iii TOWN CODE, USE IS UNLAWFUL WITHOUT CERTIFICATE ELECTRICAL 1,1,,,;n,rlr�,�, INSR, a �I�aLkLGPtED FREDERICK ROBERT WEBER ARCHITECT DRAWING TITLE: SITE PLAN JOB: GARAGE/PORCH ADDITION ATTHEW BURGER 00 PINE TREE ROAD UTCHOGUE, NY ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11914 TEL 431 154-5555 PAX 01 261-10m SEAL: T� cl n.`• , FEB 28, 2012 REV-: DEC S. 2011 DATE: OCT S, 2011 BCALE : 1/4" - V -O' JOB NO: m201109 DRAWING NO. Ln� OF AS I 8" 4'-0" _ I W Upp 2R r---- !t °5 1/2" ---- .5inkiy Sinks I O 1 ,. 1---------- m � I Existing To let Floor I , I I zo New Areaway w/ P. Conc. Stairs, Crushed Stone Lower Landing it 6"cl, Drain to Drywell EXISTING CONSTRUCTION 46'-6" IIs ADDITION BID I -___ �ii �� Cantievere Bay—� �i ii , � I / I 111 IIIA -1 — A IIT -- II 1 a I II X11 II i 1 II,L y u 1 1 u 11 u , u i 1 n mil I z° um x 11 141i 6-+ u i li u I mu- IR I, Pitch New H/C at r 517ply 'allIt I U I D— , u I " to Crawls ace w/ Sh t-cl t Drain �-" '' $'c 11 u I m II P �� a I i u I —T 3_______I _ II IN II N11 I IIL Existing - XLI1I1 CRAWLSPACE 11 1 xl1 I n x New 2" N N mLL 5LL ii i c ii EXCAVATE R m P. Conc, Slab RT iii U :i— i W N Existing LUN aii ii a Excavate space or 16"x8" Conc. wu II m Access But Av d I I BI. tar (To.) zii m iiz Undermining Post 1 11 1 = II Footings (TypJ Existing (3) 2x10 Girder 11 II N N ,y Part Height New 2" I . Conc. Block P. Conc. lab 'use is ng Wall " Water I Thru- Bolt Existing Rim Joist w/ New I u Heat r Existing u J Framng o Electrical o a to Remain Existing Floor Existing m� _ _._,_ _ I -" Framing &Pasts_ _fi Existing . r. 5 u: Oil—Fired y v- Oil Tank Rx Furnace k m WN Wry Existing � I Exists BASEMF_NT Existing Electric Well qwp ei0 ____________ I r Panel _____________1_1. m Shelf la 5'-3" Existing 3 1/2" Pipe C 14 zo Cellar Window 3'-8" 1. 2'-8" 1, ! W Upp 2R r---- °5 1/2" ---- .5inkiy Sinks Shelf 02'-4" i `i Aboye Existing To let Floor i Electrical ito Remain I I I •I Existing I I I I BASEMENT I 1 P. Conc. Slab v fp Up -2" 13R I I���LLNL QI T-9 1/2" Top of Slab N i to Underside of F.J. 0 m Existing C< I / 2x8 F, J., I6" oic N I I / New 4" P. Conc- oncSlab New W/D on Conic. iPlatform t Stand i Ste to Allow Pumping WWF Reinf., to Sanitary Line Pitch to Overhead li Existing y II r 4 Public 0 i D W I I I I Water I I I I I Ch dh I I I I I Service 4 Hn T-8" Cellar 3'-8" -----i II Original House: BACKFILL v ----� 8" Conc. BI. Foundation Wall`a New 4" P. Conc. Remove Slab w/ 6"x6" 10 Cellar Access WWF Relnf., j Pitch to Exterior 4__________7 ____-_m Column Above r Ir (Anchor Bolt. I 2"\Stone Pin Haunch Edge of Slab to Found. Wall (TypJ 1 ., ------------ I Step.. I, .I 7,. to Found. Wall, I .. VenegrAl AMQL Tgpical) r" E A )16 I A48 Pin Haunch Edg� a. I \ of Slab to Foun(1 i \ New Underground Wall (TypJ I Electr,.l Service ( I \(Coordinate w/ LIPA) B i \ -Previous Addition.j I A4 8" P. Conc. , " \ Foundation Wall I New 8" P. Conc. (8' High Pour) i Found. Wsll (for Porch Slab) on 16"x8" Cont. j I P. Conc. Ftg. (3' Below I Grade, Mm.) NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW GRADE. 4- ALL WALLS SEPARATING GARAGE FROM HOUSE TO BE I -HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) 5- GARAGE SLAB TO HAVE 6"xd" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 6'-0" 26'-2" 3'-0" V-21/2" 11/2" 1/2" 13'-9 1/2" ------------------- jD 1 W op Found. II o'Door .5inkiy Sinks `i Aboye I = I 1 I I I I I I I I p I 1 OI� I I���LLNL QI New - UNEXCAVATED to I N I I New 4" P. Conc- oncSlab Slabw/ 6"x6" 10/10 i Ste WWF Reinf., Rbov Pitch to Overhead li Door I II r 4 I I I Ln I 1 I I I I I I I I I I I I I I I Drop Found. I L----,- Wall ®Door m_ zo ________ _____________ ___111 3,_6„ 1 4,_0,. 0■ 1 )_ ______________________J I New P. Conc. Apron I 1 1/2" 12 ` O" 4'-0'1 FOUNDATION PLAN KEY: 1/411 = 1'-0" 1rdgQ9Y EXISTING FOUNDATION WALL NEW POURED CONCRETE WALL �r NEW CONCRETE BLOCK WALL New 8" P. Conc. Foundation Wall on 16"x8" Cont. P. Conc. Ftg., 3'-0" Below Grade (Min.) FREDEEOCK ROBERT WEBER ARCHUTECT nn� I�J OD DRAWING TITLE: FOUNDATION JOB: GARAGE/PORCH ADDITION MATTHEW BURGER 1400 PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMs 1000-98-01-N ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY U914 TEL 431 154-5555 FAX 431 241-1084 SEAL.- REV.- DATE: EAL.- REV.:DATE: FEB 28, 2011 SCALE : 1/4' o P -O" JOB NO: a201109 DRAWING NO. 2 OF AS Existing oor t— I I Remove Exist ng Sliding Wlndo Trapezoid Ab ve New D.Hv G. iA Below K Remove Door Cil _ On URI 1 '7 N v v F O EXISTING CONSTRUCTION ADDITION I JJIB� Replace �J I I I I a Remove Wood I it Remove 1q:xlsting Existing r.i Clerestory Windows �E 4 201_0" ("Operable I II II 11 II Ih___________l�l II for Bath \ Venting) I I Remove Exist ng Sliding Wlndo Trapezoid Ab ve New D.Hv G. iA Below K Remove Door Cil _ On URI 1 '7 N v v F O EXISTING CONSTRUCTION ADDITION Existing New ew C 'v 2c Existing I BATH 2 20 � Ewsting i i i Mech. Flue ii e Door, Wall 1-11 12'-1" Work Bench I I I I a Remove Wood I it Remove 1q:xlsting �I W 4" 11 I I1 28'-10"11 In Stove tSUonl51 Windows 11 41 201_0" 5F II II 11 II Ih___________l�l II 32'-0" \ II II 11 11 II II II i 14'-6" V-0" V-21/2" 1'-11/2" 3'-2" m Existir g II II II II 11 II II I I Existing I I I I I I Existing II I I I I WIC 8 Cove"ract Bags Nndealtmg R.O. R-0- ADH2434 (New Oak loot) I I I I (New Oa� Floor) I Remove t1 'etch II 11, 1000 11 I II I 31 O wI 4 1/2,�91/2 Roof Ovhg zlm Remove lW/D �I I I I1 ull I Re ocadd in Saint. 11 I I all I I I I FII 1I I I No I z �13e � Neu 2 i� PAi RYi II NII it II mil New Woodll II I� E I I I I I Existing E 11 11 I I "3 -2L"V 9'-10 I/2" -5 -2" 4'O2 1.21 - - 0' 51/ G = 2-2= ' 4-H 222'31/" ADHI848 III4x4 Remavi et= R - -I/R2"' - - - 1=--------- Treated Post, Sliding Unit, Patch -'- � I ---_" L _____________I_____--__ --- �l ----------------------- Leader L 1 Ar i ew 2 '91!2 LV ❑ I G 0 b' I In I I� IIS 114 lila I'ilz III ❑ 1 II II II II UI lil I Existing New ew C 'v 2c Existing I BATH 2 20 � Ewsting i i i Mech. Flue ii e Door, Wall 1-11 12'-1" _ I Existing to Remain v I I MBR O New N Areaway - ---- - 8' CI I - --- REmov UeHsr- I Height I Door t lxtu[es roEwsting i1,2., 1 / Existing R.R., 1 I Existing) C.J., 14" oc I N --- Remove Existing Ex anded Windows t Bloutk- Z "I Enla ge/Reldcate _ End save �y�llall but 611 Existing I tidge li Column ost on 11 Stove Lo¢¢gtwn111111111`0 F'- -ExpandL'Hall_�__ N1 L-_____1 ______li______ gjll_ Meet All J_VBn___PY II Combustli VIO"1oldth m 1 1 11 mil ClearanceII IIRequirementsORemoval 5 II wll 11in Walls I I 1 111 1 1 U 11 Stone Flobhng --4---- 1'- ++-------11 (Under Sttt,, e , --------I II t------- ----- ---III xll New Cabinet' 'mo i �111I'v IIin Bench Hrest Wet Bar1 1nch1� °,H -T -ii I i „1I Remove WartlaCloset I INew 11 ,___ WI i t�,ExlstlnOPocket Il11 Panel WlnggWaDoor 210 1 1 J IRan e i i fl Closet'f Flos4 - - 4" 1 I (New Oak floor) (30T) I 1 23,_6" I Door to e 1.\ 11 I t -_--I- Paneling) it \ Ref. I ❑ y l 4 I iQ I `v 2�\\I Sink iI ID�'-ii --- ---iO ----- i O ---i. 2c ---- I Remove A v On \ l l O O Unit,`P"at2fi' 8 g 2O Screen 2'-4" Wall - Door v up Openings IM. BATH I ytsatl Koom Door T-2"'2` I I �p ----------- @ -------------- 8" R.O. R.O. R.O. 23' - FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No, 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. TO BEBSET ONN5TO 0LID BLOCKING. GLUE SAND NAILPLYWOODS�BFLURE OOR TO FLOG JOISTS. S. ALL EDGES OF PLYWOOD 4. ALL HEADERS 65HALLNBE A MINIMUM OFB2 SUPPORTEDxI4WLIL t 3ITH D -2x8 IN UPRIGHTS WbR 9 AND NVON DRAWINGIS. UPRIGHTS. 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 6 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 9. AND ATE PLSCHEDULE SHALL BENAS PER THE LL N. GA BUILDING. CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5 -IOD NAILS AT SILL 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. If. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. PROVIDE "SIMP50N" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL \ Work Bench I I I I a Remove Wood I it Remove 1q:xlsting �I W 4" 11 I I1 28'-10"11 In Stove tSUonl51 Windows 11 41 k 5F II II 11 II Ih___________l�l II O \ II II 11 11 II II II i T -ION 4'-8" II 11 1 1 I I II m Existir g II II II II 11 II II I I Existing I I I I I I Existing II I I I I WIC 8 JOINING iki5OMj 1 i i i ILIVING 1 IiZOOM Q ADH2434 (New Oak loot) I I I I (New Oa� Floor) I Remove t1 'etch II 11, 1000 11 I II I 31 O wI N 11 II II If II 11 Clerestorg Windows Ap�vve \ `6_ zlm Remove lW/D �I I I I1 ull I Re ocadd in Saint. 11 I I all I I I I FII 1I I I No I z -- Neu 2 i� PAi RYi II NII it II mil New Woodll II I� E I I I I I Existing E 11 11 I I _ I Existing to Remain v I I MBR O New N Areaway - ---- - 8' CI I - --- REmov UeHsr- I Height I Door t lxtu[es roEwsting i1,2., 1 / Existing R.R., 1 I Existing) C.J., 14" oc I N --- Remove Existing Ex anded Windows t Bloutk- Z "I Enla ge/Reldcate _ End save �y�llall but 611 Existing I tidge li Column ost on 11 Stove Lo¢¢gtwn111111111`0 F'- -ExpandL'Hall_�__ N1 L-_____1 ______li______ gjll_ Meet All J_VBn___PY II Combustli VIO"1oldth m 1 1 11 mil ClearanceII IIRequirementsORemoval 5 II wll 11in Walls I I 1 111 1 1 U 11 Stone Flobhng --4---- 1'- ++-------11 (Under Sttt,, e , --------I II t------- ----- ---III xll New Cabinet' 'mo i �111I'v IIin Bench Hrest Wet Bar1 1nch1� °,H -T -ii I i „1I Remove WartlaCloset I INew 11 ,___ WI i t�,ExlstlnOPocket Il11 Panel WlnggWaDoor 210 1 1 J IRan e i i fl Closet'f Flos4 - - 4" 1 I (New Oak floor) (30T) I 1 23,_6" I Door to e 1.\ 11 I t -_--I- Paneling) it \ Ref. I ❑ y l 4 I iQ I `v 2�\\I Sink iI ID�'-ii --- ---iO ----- i O ---i. 2c ---- I Remove A v On \ l l O O Unit,`P"at2fi' 8 g 2O Screen 2'-4" Wall - Door v up Openings IM. BATH I ytsatl Koom Door T-2"'2` I I �p ----------- @ -------------- 8" R.O. R.O. R.O. 23' - FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No, 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. TO BEBSET ONN5TO 0LID BLOCKING. GLUE SAND NAILPLYWOODS�BFLURE OOR TO FLOG JOISTS. S. ALL EDGES OF PLYWOOD 4. ALL HEADERS 65HALLNBE A MINIMUM OFB2 SUPPORTEDxI4WLIL t 3ITH D -2x8 IN UPRIGHTS WbR 9 AND NVON DRAWINGIS. UPRIGHTS. 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 6 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 9. AND ATE PLSCHEDULE SHALL BENAS PER THE LL N. GA BUILDING. CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5 -IOD NAILS AT SILL 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. If. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. PROVIDE "SIMP50N" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL \ Work Bench III �I W B n k 5F 3'-2"x 4'-8" 5.3 \ I m 1 t' T -ION 4'-8" O Utility Sink- B O p 8 A4 Q ADH2434 II 31 O wI N `�\ m� Replace Window zlm OA N No I z r Neu 2 R.P.., I6" I oc I I `\\,".New 2x101C.J., 16" oc New C.J., IL' ac I 1 Column Enclosing .2; ADHI848 III4x4 Pressure No \ 2x8 R.R., 15 New 2z8 R.R., 14" ac Treated Post, "- -'- � I Anchor Bolt to __-_-----Leader p" 2xIO le on -14.. : Roof Sheathing '� \ I (TypJ G 0 / p _ �\ Infill Roof :i New Conc. ChimnNew moi' Clay Tyle Flue:' T GARAGE (Size for:EytovaP. a; Conc. Slab (Pilch to Ovhd. Door (P 5/8" Type GBp. Bid. I (Walls t Ceiling) 'R.O.R.O. New ru Bluestone m li O !move TP ing ,y ellar Accpt PORCH A N I I ____New_(3)_1_I_/2_"_L_V_L----D�--- ----------- Remove Existingll - rLeader Sliding Door it I 1 1 (Tgp.) Replace w/ ill 1 Specified Windobi II 5'-1" II`I i 9'-91/2" A4 9'-9 I/2" �14. 41_0„ KEY Existing Wall New Wall Existing Wall --- ------- Removed j \ I GARAGE: III �I 26,_2" B n k 5F 3'-2"x 4'-8" 5.3 23: © m 1 t' T -ION 4'-8" O III I B O p 8 A4 Q ADH2434 II 31 O wI N E Replace Window zlm "Therma-Tru", CCA260, * No I z I� I Neu 2 R.P.., I6" I oc I I New "Azek" Tapered Sgware New C.J., IL' ac I 1 Column Enclosing .2; ADHI848 III4x4 Pressure `" Treated Post, "- -'- ❑ Anchor Bolt to __-_-----Leader ; Found., Strap to Header (Typ.) (TypJ G 0 KEY Existing Wall New Wall Existing Wall --- ------- Removed j \ I GARAGE: 600 I I o a PORCH: 235 5F 3'-2"x 4'-8" 5.3 23: © m 1 t' T -ION 4'-8" O A ry Oct u I a ADH2640 ry in I No Q ADH2434 2'-9"x V-4" 31 O wI No E Replace Window zlm "Therma-Tru", CCA260, * No I I� I 2'-O"x 2'-0" I ro 1 I APW3848 3'-8'x 4'-8" v I 12' x 8' Overhead Door :r ADHI848 I (2) II1/8_LLHdr. No 1 _ --_ P. Conc. Apron 12,_0" 20'-0" FIRST FLOOR PLAN 1/41, = 1''-0" SQUARE FOOTAGE: NEW GARAGE: 600 5F NEW PORCH: 235 5F EXISTING: 1590 SF WINDOW SCHEDULE Unit Model tt R.O. ADpng Egress ® ADH3298 3'-2"x 4'-8" 5.3 Yes © ADH21048 T -ION 4'-8" ("Simpson" or Equal) No © ADH2640 2'-6"x 4'-0" 5- REFRAME INTERIOR WALLS AS INDICATED No Q ADH2434 2'-9"x V-4" 2-8'x 6'-B" (Door) No E Replace Window I'-Vx V-8" If) "Therma-Tru", CCA260, * No Q AAN2020 2'-O"x 2'-0" No OG APW3848 3'-8'x 4'-8" II- REVISE PLUMBING FOR NEW FIXTURES t LOCATIONS. No (E) ADHI848 I' -8"x 4'-8" No Model Numbers Refer to "Andersen", A -Series, Clad, PG -50, Low -E4, 1/2" Plywood for Impact DOOR SCHEDULE Unit Model tt Width 1 Height (D Front Door - V -0'x 6'-8" (Door) 1"Simpson" or Equal) 2- NEW WOOD SHINGLE SIDING. OSide Light 1'-4'x 6'-8' IOaar) REPLACE W/ ANDERSEN A -SERIES WINDOWS. ("Simpson" or Equal) 4- NEW "AZEK" FASCIA t RAKE BOARDS. OFWGD6061IR "Andersen" * 6'_0'x 6' -II" (R.O.) 5- REFRAME INTERIOR WALLS AS INDICATED Gliding Patio Door ON FLOOR PLAN ®Insul. Metal, 45 Min. Fire Door, 2-8'x 6'-B" (Door) INTERIOR DOORS. Self Closing w/ Wood 5 -Panel Ski 1- REPLACE LIVING ROOM, DINING ROOM t KITCHEN 5 "Therma-Tru", CCA260, * 3'-0'x 6'-8" (Door) 8- NEW KITCHEN CABINETS t COUNTERTOPS. Claswc Craft, American Style 9- NEW CLOSET INTERIORS. * Verify Operation 2 SCOPE OF WORK: AG I- NEW ASPHALT SHINGLE ROOF. S~ 2- NEW WOOD SHINGLE SIDING. 3- REMOVE EXISTING WINDOWS AND DOOR. REPLACE W/ ANDERSEN A -SERIES WINDOWS. 4- NEW "AZEK" FASCIA t RAKE BOARDS. NEW 5/4x4 WINDOW t DOOR CASINGS. 5- REFRAME INTERIOR WALLS AS INDICATED ON FLOOR PLAN 6- PROVIDE t INSTALL NEW SIMPSON 5- PANEL INTERIOR DOORS. 1- REPLACE LIVING ROOM, DINING ROOM t KITCHEN FLOOR W/ NEW OAK FLOORING. 8- NEW KITCHEN CABINETS t COUNTERTOPS. 9- NEW CLOSET INTERIORS. 10- REVISE EXISTING HVAC SYSTEM TO PROVIDE (2) ZONES (Bedrooms/Main Living Space) AND ADD AC. II- REVISE PLUMBING FOR NEW FIXTURES t LOCATIONS. 12- REVISE/ADD ELECTRICAL RECEPTACLES, SWITCHES, AND LIGHTING FIXTURES PER ELECTRICAL PLAN. IFREDEROCK ROBERT W®ER ARCGE4EC4 OF 1-1 O� L'�VJ I� DRAWING TITLE: IST FLOOR JOB: GARAGE/PORCH ADDITION MATTHEW BURGER (LOO PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTM2 1000-18-01-14 ARCHITECTI, FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY Hill% TEL 631 954-5555 FAX 631 261-1084 I\ REV.: DATE: FEB 28, 2012 SCALE r 1/4' a I' -O' JOB NO: af201101 DRAWING NO. 3 OF AS 12 4 Existing M. BATH Existing Conc. Found. Wall O in Existing Roof i Structure Existing MBR! Existing r 24 F.J., I6" oc Cw a Nil (3) 2x0 Girder Existing BASEMENT Existing i /-Conc. 5lab New: Asphalt Shingle Roof 30# Felt Existing: Plywood Sheathing Roof Rafters Flashing B Sheathing Slab Edge SECTION AA 1/4" = 1'-0" New PORCH Bluestone Set in Mortar Over 4" P. Conc. Slab w/ 0x6' 10/10 WWF Remr. , New: 30# Felt Cedar Shingles Exlstmg I Stud Walls w/— �- Plywood Sheathing Shingle Flare (Typ.) T Stone Veneer on Porch Foundation 8" P. Conc. Found. Wall on IOX8" Cont. P. Conc Ftg. I I I I I 1 1 I I I I I r r ti NORTH ELEVATION 1/.q"= 1'-0" I New Asphalt Shingle Roof I I I ----------------------------------- II II I II II I II II I II II I it I II II II New Wood I I I I ® I Shingle 51ding� II II I II I II II I II I II II I II Wood I I i I Guard Rad l ----------- I I I I ---`------ J1 ____________________________________II_ SOUTH ELEVATION 1/4" = I'-0" I P. Conc. I I L I I I Areaway w/ I Bluestone Cal6 --J I I N♦ L I /I I I I I L_� I I �� L—, I • I I I I I I L_ I i ` _`.�_ LzY____.�_Fa J r _____t__�_ry "i I I 1 I I I r 12 4 Existing LIVING ROOM Existing 2x8 F.J., IG' oc� Existing CRAWLSPACE Existing 2" P. C I I I I I I I I I I I � r L_ - New: Asphalt Shingle Roof 30# Felt Existing: Plank Deckingg 4x_ Beams. 4'oc !t) Ceiling Panels SECTION �B 1/4" = 1'-0" 12 5'- CO 5 1/2" TtC Soffit New o PORCH o, Bluestone Set In Mortar Ove B twee 4" P. Canc. LI -0" New: Metal Roof 30# Felt 5/8" PI wood 2x8 R.O.16"oc Azek" Fascia (3) l 1/2" LVL Beam, Encase in Azek" Bd. Tapered Square Azek" Column (II" to 7 w/ 5/4 Cap) Atone Veneer on Porch Foundation 8" P. Conc. Found. Wall on 100 Cont. P. Conc. Ftg. rte? I Remove I Flue I I I I L_1I �tl �tl B I I I —HI I I I-------- —1--I 4 12 �2 New Dbl. Hg. Windows New 5/4x4 Azek" Cawngl I I II I ii ______________________________________ I I I I I I I I I I I i t I I I I I I I I I 1 i I I I I I I I I I I I i l ____________________—____________________—II __j I I I I I 'I I 1 L --- Ridges to Align 2x10 Asphalt Shingle Roof Plank Decking Lf - _ Ridge 5O8" Plywood Sheathing # Felt St agpeOver 2x6 R.R., 16"oc "Hurricane 12 Cll s" on All Remove lerestor Infl R ter Wood Windows a y �5t Ra tors (Typ.) Calbng Patch Sol 2x4 Ties Beams "Strongback„ Plywood Sheathing to Lap Top P 5/8" Type "X,. 2xIO:C.J. Ix10 Fascia Bd. Gyp. B . 16 °U �5 1/2" TtG Soffit Existing New Z4 Cedar Shingles 30# Felt LIVING ROONI GARAGE O 5/8" Plywood 2x4 Studs, IVoc 2x6 Presssure 4" P: Conc. Slab Treated SIII w/ 6'.'x6" 10/10 Shingle SIII Seat/ v WWF ;Reinf. Flare Termite Shield 5/8"o x16" p Existin Floor Framing -J. A.B., 32"oc New 2' Slab 8" P. Conc. Found. •1 rl Wall on I6"x8" Cont. L_J P. Conc. Ftg. (3' Below Grade) New Asphalt Shingle Roof tNew Wood OD Shingle Siding Tapered Square Azek" Columns New Porch (Bluestone) SECTION CC 1/4" = 1'-0" P�'a'ft �Newsph Shm91e )roof T -------IT---------- ------------- ----- I I II II II I I I II II II I I I II 11 New , I I I I I Shinglele Gliding I 1 I II II I I I II II I I I I II II II I I I I I II II � II I II LJ I : IIIII tiL -------J --L----J-----'-IJ------`-" ---------------- IJ ----- ---------------------------------- -----------------I ---- I I I I I I I —_J WEST ELEVATION New Brick Chimneg Ridges to Align 12 L.C. Copper Flashing 5t Ix3 Shingle Mould IAO Rake Ed, i7— W — — — — — — — — — — — — — — — — — — — — F[ ED� IXIO Fascia Bd. li II II ii 2 it o liI — _ ti I iiI it 2" Stone Veneer on Porch Found. I I Walls (Grade to I I Underside of I I Bluestone) L- I `l GARAGE ADDITION I -J --J EAST ELEVATION 1/4" = F -O" FREDERUCK ROBERT WEBER ARCHOTECT nn� L5 OO LJ Q DRAWING TITLE: ELEVATIONS SECTIONS JOB: GARAGE/PORCH ADDITION MATTHEW BURGER 1600 PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMS 1000-48-01-F1 ARCHITECT - FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11940 52 NOYAC PATH WATER MILL, NY 11996 TEL 631 954-5555 FAX 631 261-1084 SEAL- REV - DATE: FEB 28.2012 SCALE : 1/4" - I' -O" JOB NO: 0201109 DRAWING NO. & 4 OF A5 TA - 20 GAGE NP - ALL ROOF RAFTERS x 4 TIE 0 EACH RAFTER 2 x 10 CEILING JOIST ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE ALTERNATE POSITION OF HURRICANE CLIP USE SIMPSON H3 SIMPSON H2 HURRICANE Nell Shoe CLIP NAILED, FROM RAFTER TO STUD. TYPICAL ALL RAF7ER5 PROVIDE ed COMMON 5 - 8d NAILS EACH END parraRer Ceiling Joist to Top Plate(foe-nailed) EXITERIOR EDGEOFALL DOUBLE TOP SHEATHING. PLATE SHEATHING TO LAP TOP Gelling Joist Laps over ParWons(Face-nelled) WALL PLATES APA RATED PLYWOOD TO Collor Tie to Rater(Fao"alled) EXTEND TO TOP OF TOP per tie PLATE. 2-6d 4 - 8d NAILS 2 x 4 0 14" O.C. WRAP + NAIL STRAP STUDS ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT SIMPSON MST31 11/2" WIDE - 12 GAGE METAL STRAP 932' STAINLESS STEEL) OC. NAIL SHEATHING TO SILL PLATE 8d NAILS a 1" O.C. (SHEATHING TO LAP SILL PLATE) 2 - 45 REBAR MI 2x6 / 2x4 SILL PLATES ACQ TREATED. x I6" A.B. 032" OC. SEE FOUNDATION DWG. w/ 2'4"A/4" WASHER. FOR DESIGN/REINFORCING (HOT DIPPED GALV. OR •.�., STAINLESS STEEL) ISOLATE WASHER FROM SECTION SILL PL W/ FELT STRIP ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH PROVIDE 8d COMMON NAILS 0 4" O.C. AT ALL HIGH PRESSURE ZONES PROVIDE 8d COMMON NAILS 0 0 O.C. AT ALL OTHER PORTIONS OF ROOF TYPICAL. NOTE: HIGH PRESSURE ZONES ARE ALL AREAS T-0" FROM ANY RIDGE, HIP OR GABLE END M5T31 METAL STRAP 0 JACK POST w/ 4 - 8d NAILS 032" EACH END - TYR SIMPSON MST3l 1 1/2" WIDE - 12 GAGE METAL STRAP 032" OC. MAXIMUM. TOP OF FOUNDATION Joint Description Nell Shoe Nall Spaclng ROOF FRAMING Rater to Top Plotu(roevmlled) 3-8d parraRer Ceiling Joist to Top Plate(foe-nailed) 3-8d perjolat Calling Joist to Parallel Roller (Face•na !W) 3-16d each lap Gelling Joist Laps over ParWons(Face-nelled) 4.18d each lap Collor Tie to Rater(Fao"alled) 2-8d per tie Blocking to Rater(Too-nalled) 2-6d each end Rim Board to Rater (End-nalled) 2.16d each end WALL FRAMING Top Plate to Top Plate (Fecenalled) 2 -16d ' perfoot Top Plates at Intersections (Facenotied) 4 -18d join leach side Slud to Stud (Face -nailed) 2-16d 24"o.0. Headerto Header(Feoe-nailed) 18d 18" oar along edges Top or Bottom Plate to Stud (End -nailed) 2 -18d per 2x4 stud 2-16d per 2xS etrW 2-16d per 2x8 stud Bottom Plata to Floor Jolel,Bandjolat,Endjobt or Blocking (Face•nalled) 2 - IOd perfoot FLOOR FRAMING Joist to Sill, Top Plata or Girder(Toe•nalled) 4.8d perjoist Bridging to Joist (Toe-nstbd) 2-8d each end Blocking to Joist(Toenellod) 2-8d each end Blocking to SM or Top Plate (Toearailed) 3-16d each block Ledger Ship to Beam(Face-nalledl) 3-16d eachjobt Joist on Ledger to Boon(roe•nailed) 3-8d pw1olst Bond Joist to Joist(End-nailed) 3-18d perjoist Band Joist to Sill or Top Plats (Toanafted) 2 -16d ' perloot ROOF SHEATHING Structural Panels 8d C o,o. pedmsterzone other6" o.c. edges of panel, 120oc. interior of penal Diagonal Board Sheathing 1"x8"or1"x6" 2-8d per support 1"x10"orwider 3-Od per support CEILING SHEATHING Gypsum Wallboard 5d 7-edge/117111eW WALLSHEATHING Structural Panels 8d (ase table 3.9) Fiberboard Panels 7/16" Sd 3"edge/6"field 26/32" 8d 3"edge /S"field Gypsum wallboard 5d 7"edge/10"teld Hardboard td (see table 3.9) Particleboard Pansis 8d (acs table 3.9) Diagonal Board Sheathing 1"xe"or1"x8" 2-8d per support 1"xl(rwwlder 3 -fid per support FLOOR SHEATHING Structural Panels Vorless 8d 6' 0090 1 Ir field groaterthan l" 10d S' edge IWfield Diagonal Board SMmWing 1"x8"ort"x S" 2-8d persupport 1"x1g"orwklw 3-11d per support r Nailing mquhsments are based on wall sheathing nailed B" oncenterat the panel edge. If wall sheathing la nailed 3" on-oenter at the panel edge to obtain higher shear oapacltiea , nailing requirements for structural members shall be doubled , or agemata connectors, such as shear plates, shall be used to maintain the load pati. 2When wail sheathing Is continuous our connected members , tis tabulated number of nags shall be permitted to be reduced to 1-16d nail per foot DESIGN CRITERIA: GROUND SNOW LOAD - 45 P'SF. FIRST LEVEL - 410 PSF. L.L. LIVING AREAS - 40 PSF. L.L. BEDROOMS - 30 PSF. L.L. WIND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B DESIGN CRITERIA: WEATHERING - SEVERE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF A5TM E 1886 REFERENCED THEREIN IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGEDOORS TO BE RATED FOR 120 MPH WIND LOAD. FREDERICK ROBERT WEBER ARCHITECT nn� MOOl�u�uyl V §3 luul [Q� V DRAWING TITLE: CODE DETAILS JOB.- GARAGE/PORCH OB:GARAGE/PORCH ADDITION MATTHEW BURGER 1600 PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTM8 1000-98-01-19 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11740 52 NOYAC PATH WATER MILL, NY 11416 TEL 631 154-5555 FAX 631 261-1084 SEAL: -�<. r 1 REV.: DATE: FEB I6, 2012 SCALE : 1/4" - 1'-0" JOB NO: a201109 DRAWING NO. Q9 OF A5 ELECTRICAL FIXTURES: OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I— CHANDELIERS and HANGING FIXTURES 2— KITCHEN PENDANTS 3— WALL 5CONCE5 4— SURFACE MOUNTED PORCH CEILING FIXTURES 5— ALL DECORATIVE EXTERIOR FIXTURES 6— PATH AND POST LIGHTS (12OV, Line Voltage) 7— PADDLE FANS (To he Mounted on Bracket Spanning Joists) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I— ALL PORCELAIN FIXTURES 2— ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO", 5"41), HOUSING 1 TRIM (White) 3— ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4— UNDERCABINET KITCHEN FIXTURES ("KICHLER", Hockey Puck Style). APPLIANCES: ELECTRICAL NOTES: I— RECEPTACLES i SWITCHES TO BE "DECORA" (LEVITON), WHITE. 2— DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3— ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 4— ELECTRICIAN TO SCHEDULE "WALK—THRU" WITH OWNER PRIOR TO BEGINNING WORK. 5— ALARM CONTRACTOR SHALL PROVIDE. INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 6— ON SHINGLED WALLS. WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 9— ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES E EQUIPMENT. EXISTING CONSTRUCTION > I me ADDITION OWNER TO PROVIDE THE FOLLOWING APPLIANCE5, INSTALLATION k I— RANGE: 30", (4) BURNERS—PROPANE, OVEN— 30 AMP ELECTRIC 2— REFRIGERATOR: DEDICATED/GROUNDED 20 AMP RECEPTACLE, 3— D15H WASHER: ELECTRIC t PLUMBING 4— KITCHEN HOOD: 5— WASHER: PLUMBING t ELECTRIC G— DRYER: ELECTRIC PLUMBING NOTES: ALL UTILITY CONNECTIONS BY CONTRACTOR (HIGH) I— PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2— ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4— ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN CRAWL SPACE. ELECTRICAL SYMBOLS SYMBOL DESCRIPTION QD DUPLEX RECEPTACLE GD w.P. OUP.REC.—WATERPROOF Q�GFi DUP.REC.—GROUND FAULT [] DUP.REC.—FLOOR Qp DUP.REC.—(USWITCH OPER. SPECIAL OUTLET O SURFACE MTD.—CLG. OF, SURFACE MTD.—CLG. (Porcelain) -0- RECESSED—CLG- FO WALL MOUNTED CC DUP. FLOOD O> HIGH INTENSITY, SWIZEL, RECESSED D CLOSET LIGHT 0 SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE ® ® DOORBELL/CHIME (] EXHAUST FAN PADDLE FAN PADDLE FAN / LIGHT ATTIC FAN © SPEAKER IL TELEPHONE O CABLE VISION © COMPUTER (Cable t Phone) 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT THERMOSTAT FAN/LIGHT Q SMOKE DETECTOR Oco CARBON MONOXIDE DETECTOR SWITCH $3 SWITCH 3 -WAY `d SWITCH 4 -WAY wdo SWITCH W/ DIMMER ww SWITCH WATERPROOF JS JAMB SWITCH ® KEY PAD EX EXISTING FREDERODK ROBERT WEBER ARCRTECT n(/ --%-I nLJ 0� nn� u [a� V DRAWING TITLE: ELECTRICAL IST FLOOR JOB: GARAGE/PORCH ADDITION MATTHEW BURGER 1600 PINE TREE ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SCTMY IOOO—'I8—OI—I9 ARCHITECT: FREDERICK R. WEBER ENWNGRELA. MY M140 52 NOYAC PATH WATER MILL, NY 11916 TEL 631 954-5555 FAX 631 261-1084 SEAL: REV„ DATE: FEB 28, 2012 SCALE : 1/4' - 1'-0' JOB NO: 0201109 DRAWING NO. FI OF EI