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Home My WebLink About39579-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/12/2015 No: 37604 Date: 6/12/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 1545 Great Peconic Bay Blvd, Laurel SCTM #: 473889 Sec/Block/Lot: 145.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2015 pursuant to which Building Permit No. 39579 dated 3/11/2015 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: ALTERATION TO CONVERT PORCH TO LIVING SPACE IN A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Houst, John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39579 04-29-2015 0-01 t ori7Zd Signature o�SU J/r TOWN OF SOUTHOLD �a 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) Permit #: 39579 Date: 3/11/2015 Permission is hereby granted to: Houst, John PO BOX 583 Laurel, NY 11948 To: Convert porch to living space as applied for At premises located at: 1545 Great Peconic SCTM # 473889 Sec/Block/Lot # 145.-1-3 Pursuant to application dated To expire on Fees: 9/9/2016. Blvd. Laurel 2/26/2015 and approved, by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $319.60 CO - ALTERATION TO DWELLING $50.00 Total: $369.60 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. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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. Fl✓a . 9_0 20 L!S— New Construction: Old or Pre-existing Building: (check one) Location of Property: F E: bI.1 i C. 43AY Q L—y D. f JAKIJ House No. Street Hamlet Owner or Owners of Property: , ] o Rn (1'S, 7 Suffolk County Tax Map No 1000, Section W57 Block Lot 3 Subdivision �j A- Filed Map. Lot: Permit No.�701 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: i/ (check one) 6-1 Fee Submitted: $ �U Applic nt Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUELDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.riche rt(aD-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Houst Address: 1545 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit #: 39579 Section: 145 Block: 1 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PD Marcley Inc. License No: 1988-E Residential Commerical New Addition X Indoor Outdoor Renovation Survey Heat Duplec Recpt SITE DETAILS Office Use Only X Basement X 1st Floor 2nd Floor Attic HUT 4MORVA Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures Id TVSS Other Equipment: Convert Porch To Living Space - 2- Paddle Fans Notes: Inspector Signature: Date: April 29, 2015 Electrical 81 Compliance Form.xls OF SOUjyOlo - 10ou ,Nc� TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION. [] F NDATION IST.[ ] ROUGFI PLUMBING [ OUNDATION 2ND [ ]INSULATION ] FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ] CAUJLKLNG REMARKS: DAT a3 -INSPECTOR OF SOplyolo 'ycOUN(`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION -1 ST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL _ [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTAtR CONSTRUCTION [ ] FIRE RESISTAFR'PENETRATION <ELECTRICAL(ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: '�' c DATE � .INSPECTOR hO,\\OF SOUTy�� ._ o�dcoumv TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION- 1 ST - ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ] INSULATION . [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ] CAULKING REMARKS: DATE "C � INSPECTORS^` OE SO(/r�ol � o ��COnury 0�� TOWN ,OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION.' ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION QCMAnlrOm [ ]ROUGH PLUMBING [ ] 1 CATION [ FINAL C l FIRE SAFETY INSPECTION C l FIRE RESISTANT PENETRATION C l ELECTRICAL (FINAL) [ ]CAULKING DATE � �� -.z'-INSPECTOR, FIELD VSPE QN 1 E ORx DATE CONIlYffL TTS FOUNDAtION (IST) FOUNDA.Z`YO14 (2ND) co ROUGH FRMfrIG & PLUMBING H INSULAT ION PES N. Y. STATE ENERGY COME H r FINAL 77 - i- 15 D TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ✓ % , 20 �� Approved , 20 13 - Disapproved a/c Expiration , 2014 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health PERMIT NO. l) % -s; 79 E � E � U E FEB 2 6 2015 BLDG. DEPT TOWN OF SOUTHOLD &=9= I - Building Inspector 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Phone: J-0 an Cy,Q1rnb 5 Wl Lf —Lta 41 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date F"E$VIO AM "% 2,L , 2011:5- INSTRUCTIONS 011:5 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. �lQA-1,J CftA-rAP11-E:9S (Signature of applicant or name, if a corporation) T d a.x -4&A Sb c) R -t bL-V (Mailing address of applicant) N � (ICt-7) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises - )D+- Illi f-�b U 17T (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. Plumbers License No. _ Electricians License No._ Other Trade's License No. Location of land on which proposed work will be done: 154s-- Fee baykL LAU 8. House Number Street Hamlet County Tax Map No. 1000 Pani t Section : Lot Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of a. Existing use and occupancy 'S I n; 6-L;E7f7A-M Lot sed construction: �S t ) eiV CE b. Intended use and occupancfibOME1 itJ% F-XPA- SWI) Q f L 1 U • SPACE OtJI-n e/V C -L -O SE D Tor-C.t . 3. Nature of work (check which applicable): New Building Addition Alteration ✓ Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N Number of dwelling units on each floor IN If garage, number of cars bi A\-- F � all 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t\f Av' - 7 i Dimensions of existing structures, if any: Front � 2,4Rear. Height 1 �2 �-04% Number of Stories i Depth 31.4j -c% 42-- q i t % Dimensions of same structure with alterations or additions: Front '32-4 Rear 3 2" '6 Depth 1 d(vlt ,42-A ° Height ((9 1- 0" Number of Stories Dimensions of entire new construction: Front ear Depth Height Number of Stories 'W t -t R m Size of lot: Front (0 (o I Rear 6 (0, fo 6 r Depth 'Z 00 s 0 ° 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises zE*t /'� (Aw—ST Address 1545 5C -ft AMPne No. 2,q, ® l 3 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * 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 OFSU — L-100-�- ST�- C o Egg being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the : t (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (o4=' day of&brvarq 20_�5 9. 1) Ij- r i i Notary Public TRACEY L. DWYER Signature of Applicant NOTARY PUBLIC, STATE OF NEW YORK NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, 2Q.f� �d. O SvFRZ� Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 p 53095 Main Road- SOUTHOLD, NEW YORK 11971 �T(0)IKJWWA IEIK j\\4A\1NA(G 1E1\MUENr]F Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THISpRojEC,I' gN` OLVF- ANY OF THE FOLLOWING - (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 10.0 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. '`E. Site preparation within the -one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new "or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management , Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. _ _ - - - - - - - - - - - - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional. Agent, Contractor, Other) NAME.o c g -s w�� ) �j'vrd Contact Information 1VV (-2AA- 42A (rdVhA Numba) Property Address/ Location of Construction Work: IS45- pEebow, 5%-y 16L J"D LAj e- EL., tSN l l FORM - SMCP - TOS MAY 2014 S.C.T.M. 1000 Date: District 3 Section Block Lot FOR. BUILDING DEPARTNINIENT USE ONLY" Reviewed By: Date: 9-0p 41_19 Approved 1 19Approved for processing Building Permit. Stormwater Management Control Plan Not Required- Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NX 11971-0959 Telephone (631) 765-1802 roaer.dchertCa d'o`wn souifiio�5.ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �p �IrJ li Y Date: Company Name: I G Lem Iu_� Name: Cr ASG. License No.: Address: DL 1) Q ' A,/ S U1 L=1'7 1'�, Phone No.: (, 3 l - r -. �� e, C' - S66, ' 76 8' JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: /v , U K W DID *Phone No.: Permit No.: 3 1-57 7 --- Tax-Map District: 1000 . Section: _/Y,5:-— Block: - / Lot:_ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) W G/� I ��bA, J� O 2 C C -f- �7w -l MA,' --- C' /2:'��r. _ Ll (Pease Circle All That Apply) *Is job ready for inspection: *Do- you need a Temp Certificate: YES /,/ NO. Rough YES / NO Final Temp Information (if needed) *Service Size: 1 Phase *3Phase 100 150 200 300 350 400 Other *New Service: Re -connect, Underground Number of Meters. Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 00 .82=Request for inspection Form General Notes Scope of Work REMOVE APPROX. 22'-0" OF EXTERIOR WALL TO OPEN EXIST LIV RM TO EXIST ENCLOSED PORCH ADD NEW 1. All work shall be performed in strict accordance with the WINDOWS TO EXIST. PORCH. rules and regulations of the Southold or Riverhead Building GEOGRAPHIC AND CLIMATE DESIGN CRITERIA Code and the New York State codes having jurisdiction over village, state, and federal authorities having jurisdiction over this any portion of the work. Additional Construction Notes 2. The general contractor and all subcontractors shall visit 1. All portions of the proposed structure shall comply with the site and verify all dimensions and the existing conditions the Building Code of the State of New York and the covering or affecting the work prior to construction. Any Residential Code of the State of New York. discrepancies or omissions which would interfere with the satisfactory completion of the work described herein shall be 2 All portions of the proposed structure are designed to reported to the architect or property owner. comply with local geographic and climactic criteria as WEATHERING FROST LINE DEPTH stated in the adjoining table. 3. Before starting work, the contractor shall make a thorough examination of those portions of the structure in which 3. All structural elements are designed to be adequate for the work is to be performed, checking all the a ground snow load of 45 psi, and wind speed of 120 adjoining or underlying locations. Report to the architect or mph. property owner any and all conditions which may interfere with or otherwise affect or prevent the proper execution and 4. Footings shall be at a minimum of 36" below finished completion of the work. Do not start the work until such grade. conditions have been examined and a course of action mutually 5. Poured concrete shall have a compressive strength of agreed upon. 2500 psi at 28 days. 4. Failure to notify the architect or the owner of unsatisactory conditions will be construed as an acceptance of the conditions 6. Sill plates shall be preservative treated wood and be to properly perform therequired work. installed above 16 oz copper termite shield. 5. The execution of the work constitutes acceptance of the 7. Shingle siding shall conform to ASTM D 3679 conditions. Later claims will not constitute relief from the requirements and be installed in accordance with the requirements of the work, nor will extra compensation be paid requirements of the Building Code of the State of New by the owner. York and manufacturers specifications. 6. All work is to conform with drawings and specifications of the 8. An ice shield of self adhering polymer modified architect and engineer consultants. bitumen sheet shall extend from the eave's edge to a min. STOOP of 24"inside the exterior wall perimeter. 7. The general contractor is to maintain a complete and up to date set of drawings on the job site at all times, Energy Conservation Notes including contract documents and specifications. 8. The contract documents and drawings are not to be 1. All building envelope components shall comply with scaled under any circumstances. Field approvals by the Chapter 6 of the Energy Conservation Code of the State architect or owner are required are required for final locations of of New York. exterior and interior partition walls, wall openings, electrical outlets and devices including light fixtures, mechanical devices 2. All glazing shall have a max. U Factor of .40. and equipment, plumbing fixtures, and decorative surfaces and materials. 3. Ceilings shall be provided with a min. R-19 fiberglass 9. Furnish and supply all materials, labor, and equipment as required to perform and complete the work indicated in the contract documents and drawings. 10. It shall be the contractor's responsibility to ascertain all prevailing procedures including: storage and toilet facilities, protection of existing work to remain, access to work area, hours of permitted work, availability of water and electric power, and all other conditions and restrictions, for this particular location. 11. The general contractor shall take every precaution to protect the existing work to remain. If work to remain becomes damaged during the course of operations, it will be repaired to the owner's satisfaction, at no additional cost. 12. The general contractor shall obtain any and all permits required for the performance of the work, and also file the necessary documents with the Department of Buildings in preparation for permitting. 13. The general contractor shall make the necessary arrangements to utilities and services temporarily disconnected while performing the work as required, and maintained for temporary use. 14. The general contractor shall do all cutting and chopping for all subcontractors and trades. 15. The general contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 16. The general contractor shall be responsible for necessary patching and refinishing of the adjacent properties as required due to contract work within the project site. 17. The general contractor will be responsible for scheduling all inspections as required, including: (a) foundation (b) rough framing (c) rough electrical (d) rough plumbing (e) final electrical (f) finish 18. Surplus material of every character resulting from the work, which may be left over during the work and after the work is completed, shall be hauled away and the site left entirely clean and unobstructed on a regular basis. 19. Execute the work in a careful and orderly manner with the least possible disturbance to the public. 20. The general contractor is solely responsible for constrL safety and shall hold the owner, architect, and assigns harmless from litigation arising out of the contractors failure to provide necessary construction safety means and methods. batt insulation. 4. Exterior walls shall be provided with min. R-13 fiberglass batt insulation. 5. Floors shall be provided with min. R-19 fiberglass batt insulation. 6. Basement walls shall be provided with min. R-9 Polystyrene rigid insulation. PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE TO ROOF RAFTERS @ 16" OC TYP NOTAPPLICABLEIF COLLAR TIES ARE PRESENT. PROVIDE B -10D COMMON NAILS EACH END OF COLLAR TIES TYP PROVIDE SIMPSON H2 /H10 OR EQUIVALENT HURRICANE TIES TO SECURE ROOF RAFTER TO - PLATE AND WALL FRAME PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP PROVIDE SIMPSON He OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16" OC TYP _ PROVIDE SIMPSON W OR EQUIVALENT TO TIE WALL STUDS TOPLATE & BAND JOIST @ 16"- OC TYP. PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD - TO SILL PLATE PROVIDE APPROPRIATE METAL PLATE WASHER, NUT & ANCHOR BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYP @ 6'4T OC FOR 1 STORY, Y-0" FOR 2 STORIES 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN 12" DEEP. TYP NAILING SCHEDULE 21. Perform the work in accordance with the highest standards EXISTING: PROPOSED GEOGRAPHIC AND CLIMATE DESIGN CRITERIA and established practices of the trade, and conform to all village, state, and federal authorities having jurisdiction over this w FIRST FLOOR: 1,D47.6 SOFT GROUND SNOW LOAD 45 p , work WIND SPEED 120 MPH o 0 SEIMIC DESIGN CATAGORY B 22. Works specified shall be performed b subcontractors p P y WEATHERING FROST LINE DEPTH SEVERE 36" regularly engaged in the supply and installation of work TERMITE MODERATE TO HEAVY required by these specifications. DECAY WINTER DESIGN TEMP SLIGHT TO MODERATE 11-83 1/2" PRECUT PLYWD. PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE ICE SHIELD UNDERLAYMENT REQUIRED 23. It is the intent that the contract documents and bid FLOOD HAZARD AS NOTED specifications include all labor and material to accomplish a NAILING FLOORWALLS S 1 LAYER 5/8" COX APA RATTED NAILED WITH 8D @4" O C. @ EDGES, 6" O.0 @ INTERIORS FLOOR FRAMING TO FULLY BEAR NEW Building Department Information POST &HEADER SQUARE FOOTAGE: EXISTING: PROPOSED BASEMENT: 1,047.6 SQ FT EXIST. 894 2 SQ FT. ATTACHED, ENCLOSED PORCH CONVERTED TO HABITABLE SPACE SPECIFICATIONS w FIRST FLOOR: 1,D47.6 SOFT FT OF EXIST MASONRY FTG T MASOCE NRY OF EXIST SECOND FLOOR -none OF EXIST MASONRY FTG E STMASONRY FT ATTIC storage only o 0 DESIGN LOADS: ROOF - DEAD LOAD 20 psi SNOW LOAD 45psf ON SOLID G ON SOLID GRADE IS REQ RADE SECOND FLOOR NON SLEEPING AREA - DEAD 20psf LIVE 40psf IST X 6'- RYD 0\3 ATTICS WITHOUT STORAGE - DEAD 10psf LIVE 10 psf WITH STORAGE; DEAD 10 psi LIVE 20 psf NE RM OR STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS & HANDRAILS: DEAD 5psf LIVE 200psf WIND ZONE 120 mph, Zone III - WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 1/2" PRECUT PLYWD. PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE SOLID MASONRY SUPPORT REO ATTACHMENT HARDWARE SHALL. BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING. LUMBER SPECIES & GRADE DOUGLAS FIR -LARCH SELECT STRUCTURAL GRADE Fb = 1450 psi ADD NEW DOUBLE BAND JOIST @ EXIST ENGINEERED LUMBER LVL 1.9E FID 2600psi & 11-7/8" TJI 560 SERIES MAX. VERTICAL SHEAR 2050 IDS. NAILING FLOORWALLS S 1 LAYER 5/8" COX APA RATTED NAILED WITH 8D @4" O C. @ EDGES, 6" O.0 @ INTERIORS FLOOR FRAMING TO FULLY BEAR NEW IF PNEUMATIC GUN IS USED NAILS SHALL BE .097 -.099 1-3/4" 3" O C EDGES,6" O.C. INTERIOR POST &HEADER ROOF - 1 LAYER 3/4" CDX APA RATED NAILED WITH 8D @ 4" O.0 @ EDGES, 6" O.C. INTERIORS IF POST&HEADER PNEUMATIC GUNS ARE USED - NAILS SHALL BE .097 -.099 NAIL. 1-718". 3" O C EDGES, 6" 0 C. INTERIOR. (HANDRAILS UMI I IED FUR ULARI IY) SOUTH ELEVATION V4" = 1'-0" 2 11 15 /i Rffl,V-IF-L:D1 'X32"FIX PIC WNDOWSW/ "X16" OPER AWNING WNDO � 11 SPECIFICATIONS w VF XISTENCE SPECIFICATIONS FT OF EXIST MASONRY FTG T MASOCE NRY OF EXIST iF-i AW 'X32"FIX PIC WNDOWSWI "X16" OPER AWNING WINDO OF EXIST MASONRY FTG E STMASONRY FT OF DIA POUR CONIC FTG o 0 OF DIA POUR CONC FTG ON SOLID G ON SOLID GRADE IS REQ RADE RS 3'- E IST X 6'- RYD 0\3 A S1 NE RM OR A sl NE E uT . SOLID MASONRY SUPPORT REQ w O SOLID MASONRY SUPPORT REO ADD NEW DOUBLE BAND JOIST @ EXIST RE -USE EXIST SIDING ADD NEW DOUBLE BAND JOIST @ EXIST RE -USE EXIST SIDING - -- REMOVE EXIST WALL 8 ADD 3 13/4" X 177/8" LVL HEADER FLOOR FRAMING TO FULLY BEAR NEW / POST &HEADER W/2-5/8" STEEL FLITCH PLATES - FASTENED W/2 ROWS OF I/2" POST&HEADER ADD ADDITIONAL 2X4 STUDS OR NEW 4X4 CARRIAGE BOLTS@24"OC MIN OR 3- 1-3/4" X 16 LVL FASTENED TOGETHER W/ 2 ROWS OF ADD ADDITIONAL 2X4 STUDSOR NEW 4X4 FOR SOLID SUPPORT FOR NEW HEADER 5" SCREWS @ 24" OC MIN FOR SOLID SUPPORT FOR NEW HEADER EXIST _ - - - - _ _ / STOOP - ND 1LAN111 (HANDRAILS UMI I IED FUR ULARI IY) SOUTH ELEVATION V4" = 1'-0" 2 11 15 ADD NEW 2-1-3/4" X 5-1Y2" LVL HEADER TYP NEW 48" X 32" FIX PIC WINDOWS W/ NEW 24" X 16" OPER. AWNING WINDOWS T` PROPOSED FLOOR PLAN 1/4" = 1'-0"2 1111 REV 219.15 I0 EXIST HALF WALLS TO BE FINISHED W/ WAINSCOTTING RE-USVEXIST 3'-0" X 6' N'ENTRY DOOR STYLE TO BE APPROVED BY OWNER - ADD PEW V-0' 6'-8"FIX GLASS LITES ADD EXIST STOOP -NO CHANGES EXIST BEDROOM - NO CHANGE EXIST WD DH WINDOW 2-2X4 SUPPORT MULLION TYP SECTION # 1 114' = V-0" 2 1115 REV 21915 EXIST ASPHALT/FIBERGLASS SHINGLES EXIST RAFTERS & SHEATHING NO CHANGES EXIST ASPHALT/FIBERGLASS SHINGLES EXIST RAFTERS & SHEATHING NO CHANGES ItO ED r _ [';ATE- - B.P. BUILDING DEPARTf`11EPiT AT ,_15-1002 8 AM TO 4 Pili FOR THE FOL -LOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 RCUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3, INSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE F,-.';UIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL --TRUSS TRUSS PLACARDING REQUIRED EXISTING PORCH RENOVATION ADD NEW 2-1-314" X 5-1/2" LVL HEADER @ NEW WINDOWS ADD NEW 2-2X4 PL @ EXIST 2X4 STUD WALL ADD R-15 BATT INSUL RE USE EXIST SIDING ADD NEW WAINSCOTTING @ INTERIOR EXIST FOUNDATION HOUST RESIDENCE 1545 PECONIC BAY BLVD. 1 OF 1LAUREL NY 11948 631-294-4241 SCALE: 1/4" = 1'-0" OR AS NOTED FEBRUARY 11, 2015 JOAN CHAMBERS/ press START 8 U Z L SPECIFICATIONS w VF XISTENCE SPECIFICATIONS FT OF EXIST MASONRY FTG T MASOCE NRY OF EXIST m OF EXIST MASONRY FTG E STMASONRY FT OF DIA POUR CONIC FTG o 0 OF DIA POUR CONC FTG ON SOLID G ON SOLID GRADE IS REQ RADE f y ON SOLID GRADE ON SOLID GRADE IS REQ VERIFY QUALITY OF EXIST FOUNDATION x i VERIFY QUALITY OF EXIST FOUNDATION SOLID MASONRY SUPPORT REQ w O SOLID MASONRY SUPPORT REO ADD NEW DOUBLE BAND JOIST @ EXIST ADD NEW DOUBLE BAND JOIST @ EXIST FLOOR FRAMING TO FULLY BEAR NEW - -- REMOVE EXIST WALL 8 ADD 3 13/4" X 177/8" LVL HEADER FLOOR FRAMING TO FULLY BEAR NEW POST &HEADER W/2-5/8" STEEL FLITCH PLATES - FASTENED W/2 ROWS OF I/2" POST&HEADER ADD ADDITIONAL 2X4 STUDS OR NEW 4X4 CARRIAGE BOLTS@24"OC MIN OR 3- 1-3/4" X 16 LVL FASTENED TOGETHER W/ 2 ROWS OF ADD ADDITIONAL 2X4 STUDSOR NEW 4X4 FOR SOLID SUPPORT FOR NEW HEADER 5" SCREWS @ 24" OC MIN FOR SOLID SUPPORT FOR NEW HEADER _ - - - - _ _ / - - _ - - - _ - EXIST PORCH FLOORING TO BE STRIPPED 8 REFINISHED - _ ADD NEW 2-1-3/4" X 5-1Y2" LVL HEADER TYP NEW 48" X 32" FIX PIC WINDOWS W/ NEW 24" X 16" OPER. AWNING WINDOWS T` PROPOSED FLOOR PLAN 1/4" = 1'-0"2 1111 REV 219.15 I0 EXIST HALF WALLS TO BE FINISHED W/ WAINSCOTTING RE-USVEXIST 3'-0" X 6' N'ENTRY DOOR STYLE TO BE APPROVED BY OWNER - ADD PEW V-0' 6'-8"FIX GLASS LITES ADD EXIST STOOP -NO CHANGES EXIST BEDROOM - NO CHANGE EXIST WD DH WINDOW 2-2X4 SUPPORT MULLION TYP SECTION # 1 114' = V-0" 2 1115 REV 21915 EXIST ASPHALT/FIBERGLASS SHINGLES EXIST RAFTERS & SHEATHING NO CHANGES EXIST ASPHALT/FIBERGLASS SHINGLES EXIST RAFTERS & SHEATHING NO CHANGES ItO ED r _ [';ATE- - B.P. BUILDING DEPARTf`11EPiT AT ,_15-1002 8 AM TO 4 Pili FOR THE FOL -LOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 RCUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3, INSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE F,-.';UIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL --TRUSS TRUSS PLACARDING REQUIRED EXISTING PORCH RENOVATION ADD NEW 2-1-314" X 5-1/2" LVL HEADER @ NEW WINDOWS ADD NEW 2-2X4 PL @ EXIST 2X4 STUD WALL ADD R-15 BATT INSUL RE USE EXIST SIDING ADD NEW WAINSCOTTING @ INTERIOR EXIST FOUNDATION HOUST RESIDENCE 1545 PECONIC BAY BLVD. 1 OF 1LAUREL NY 11948 631-294-4241 SCALE: 1/4" = 1'-0" OR AS NOTED FEBRUARY 11, 2015 JOAN CHAMBERS/ press START