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HomeMy WebLinkAbout31320-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31273 Date: 11/16/05 THIS CERTIFIES that the building ADDITION Location of Property: 750 MONSELL LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 8 Lot 22.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 14, 2005 pursuant to which Building Permit No. 31320-Z dated JULY 29, 2005 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 UNHEATED SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS FOR. The certificate is issued to DALE M & HOLLY A BUTLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2073599 10/21/05 PLUMBERS CERTIFICATION DATED Authorized Signature Rev. 1/81 �d a35 Form No. 6 i — " TOWN OF SOUTHOLD _ , BUILDING DEPARTMENT 6 ZOCS TOWN HALL .' 765-1802 . APPLICATION FOR CERTIFICATE OF OCCUPANCV— 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 I% 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 I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 J Date. ,OV 10 1 t ocj New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 7S0 %V1OhSt 1/ L9/7r CL) ov-t House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section g13ng glr-8-ZZ- I Block Lot Subdivision Nowa k Filed Map. Lot: Permit No. 3 � � 20 Date of Permit. .� - q - C) S Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) ou Fee Submitted: $ a!s o0 _ y E� �.3 .1713 �I LaGi - c C � La6 I Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31320 Z Date JULY 29, 2005 Permission is hereby granted to: D & H BUTLER PO BOX 235 CUTCHOGUE.NY 11935 for : UNHEATED SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 750 MONSELL LA CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0008 Lot No. 022.001 pursuant to application dated JUNE 14, 2005 and approved by the Building Inspector to expire on JANUARY 29, 2007. Fee $ 150.00 /ff Authorized Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC P.O. BOX 164 CUTCHOGUE, NY 11935-2453, Located at 750 MONSELL LANE CUTCHOGUE, NY 11935 Application Number: 2073599 Section: Block: Lot: DALE BUTLER 750 MONSELL LANE CUTCHOGUE, NY 11935 Certificate Number: 2073599 Building Permit: BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, sun room, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st Day of October, 2005. Name OTY Rate Ratine Circuit Type Wiring and Devices Receptacle 2 0 General Purpose Switch 1 0 General Purpose Fixture 2 0 Incandescent Paddle Fan 1 0 seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 3)3 � z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING[ [ ] FIREPLACE A CHIMNEY [ REMARKS: g - ?-7 — b.r DATE ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION INSPECTOR FIELD INSPIBCTION REPORT DATE COMMENTS FOUNDATION (1ST) Lp U - — -------------------------------------- FOUNDATION (2ND) d - ROUGH FRAMING & PLUMBING � y L+ -- INSULATION PER N. Y. STATE ENERGY CODE M 3 — FINAL m - - -- -— ADDITIONAL COMMENTS f �� �J — O - - m . 1 y �x tyll b TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined— 6 120. ©'ice Approved,20_of_ Disapproved a/c Expiration 20 `1 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. PERMIT NO. 3/3,Dp--& Septic Form N.Y.S.D.E.C. Trustees S , C c 29 n Contact: (, ) Mail to: `l M J �y �P�hone:CfZ70� U Lycxe `+ r4 GV— Q Building Inspector FOR BUILDING PERMIT INSTRUCTIONS Date a. Thisj!li&�N�(TST 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 reqaired. 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. ( (Signature of applicant orfnarne, if a corporation) (Mailing address of applicant) 71 ie) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Genu/ Co,fy- Name of owner of premises eK- (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. of land on which proposed work will be done: D Honer (--tJ House Number Street c� County Tax Map No. 1000 Section l Subdivision (Name) ICh ®4d1' Hamlet Lot Filed Map No. - -- - Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy _____ ---z 3. Nature of work (check which applicable): New Building Addition Alteration----- Repair lteration____Repair Removal Demolition Other Work __ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ........ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2-2 7 ' Rear Z2 Height I/ Number of Stories t 71� Depth Dimensions of same structure with alterations or additions: Front t Z? f� Rear 3 Y -)j- Depth -)2 Height ! / Number of Stories r 8. Dimensions of entire new construction: Front / Z Rear 1 Z DeP1-i Height )0/(", Number of Stories 1 9. Size of lot: Front �r —Rear—/ Y� ' 6y Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated tp k - d3 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 bw t- ��� Address -7)-0 r-m--e14t'*J Phone No. d S r7 1. V 71-2 Name of Architect N' (/1d /5 ryu to H h Address 2 _Phone No LSI 7C? -c-OW Name of Contractor -( Akp /2"m J Address ed"( Al Phone No.� 1 2 0' -Z4 o z- 7%tl�lGay 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. STATE OF NEW YORK) SS: COUNTY OF S.Fp.. i k) (�Ko cc J Q3C?"6f'%'f1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signinj contract) above named, (S)He is the C 3. q tiA.C-1 3� (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 14- dayof J Ne 20 0 S S�c�� Notary Public John M. Judge NOTARY PUBLIC State of New York No. 01JU6059406 Qualified In Suffolk County Commission Expire, May 9, 2091 Signature o App icant TOWN OF SOUTHOLD PROPERTY RECQRD CARD 0.4 D A M / V / - /7 0-%. .., 'OWNER STREET 5C VILLAGE DIST. SUB. LOTDp Lr_U W.1,.' ^Q ,3 PoAljetZ L,4ra Cuia140 'tit 8 Mo,q Wo D' 7- OWNER OWNER N E ACR. ,5 Z qLf tQ Cf�/N Wf S W TYPE OF BUILDING 0/0 AA� oAle Stogy 0/06 i d RE$, 210 SEAS. VL. FARM COMM. CB, MICS. Mkt. Value L//AND IMP. .. TOTAL DATE REMARKS J COQ b Z B O 6 Vo o vd /76 LV 6Z SoZD ��oo a. MONSEZL ja C'R�.r Lo 20 , hou z9ou 3soo z* F //a3/&7 SoLD �%000 — CAiN Lo! ZY 4 d -3 3 G e...a 5/10 Q 3! %$ SoL fI_ sig of L o— 24 %o G', VC 91 7�/ 1012019S ZoLD ` 7v o& , C!A/A/ +, V✓g To Z.. F 7�6S' Zl e "' \.Ag 45 wccess qL-4 late l000, -e. O 14 5-0 -f N-0 'illable FRONTAGE ON WATER Voodland FRONTAGE ON ROAD 5 Aeodowkiod . DEPTH louse Plot r BULKHEAD - otal I l:AIA r, 071 P�� Zeneski rme�ly `. or fo nOw _ 143.64.- !oiI -1 ",t' ft F� PJ�� ° :• 9 JAN. 5, /976 AS. 29, ZW TO INaN TOO KWAV I tiADUTRR a AKDaaN +:a or Tug Kn Tor stm s011enor LAW tams or TNa wimtT. wa. NOT stANNa TNt LAND SLWKVON•s WO Kul On t.sosste Kut suu Nn k m+m"m TO Kt A VALID ,RtK CW% $L"M,TKtK WWA*w HMO" Kttil „tK ONLY TO THE PC*"& rOA "ON TNt awaT a NltpAn". AND aN aK KTNALr TO TNt TrtLC taNTRNr, Covert■ra "Doer AND LIM)m wamv+tiN Lasts NKAKON. ANO TO TRC AS$WffU OF THE ,.troves W"TTtTMN Dt k&NTM Aft NOT TAAWWDIAKt TO AW.T.ONAI aKT,TKT'O" On "Now" aw"m tXWV/S10 MA R4MI,V7 cF;r.vE a ERK AF.A/FFAIX NAR.13,193.9ASFILE MQ YOUNf 400 OSTRANDER AVE: ALD[N W. YOUNG Port D10NAL [NDIN[LR AND LAND DURVKVOR. H.V.S. UG NO. 12"S DALEM. BUTLER 8 HOLLY LOT N0.218 PART OFLO "MAP OF MORWOLD" IAT CUMHOGUE I TOWN OF SalrHOLD SUFFOLK CO., N.Y. OATIU ✓` / '�_ HiQ OONSTRUOTION NOTES CONCRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTINGS ARE DESIGNED ASSUMING A MINIMUM OF (2) TONS PER 50 FT. 501L BEARING CAPACITY, SUBJECT TO TEST, INSPECTION AND VERIFICATION. CONCRETE 15 TO BE 5000 LBS. PER 50. INCH. COMPRES51VE STRENGTH AT 25 DA75. ALL WORK TO BE IN ACCORDANCE WITH A.G.I. STANDARDS STRUCTURAL STEEL TO BE Fy=50 K51 FABRICATED AND ERECTED ACCORDING TO THE A.I.5.0. CODE. STRUCTURAL LUMBER TO BE MINIMUM fl, 850 IN BENDING UNDER NORMAL LOADING. HEM -FIR OR DOUGLAS FIRITO BE USED DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALEL TO SAME DOUBLE JOISTS AND RAFTERS AROUND ALL OPENINGS. ALL HEADERS ARE TO BE (2) 2xV5 UNLESS OTHERAI5E INDICATED. HEADERS TO REST ON DOUBLE STUD POSTS EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS UNDER ALL BEAMS. FLOOR FRAMING TO BE REINFORCED WITH 5/4x5 WOOD CROSS BRIDGING AT MID5PAN AND MAXIMUM SPACING OF 6-0 O.G. TIES: UNLE55 5HOWN OTHERWISE, AUXILLARY RAFTER TIES SHALL BE 2x4'5 TIED BACK TO A MINIMUM OF (5) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO EACH OTHER ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLE55 OTHERWISE NOTED. (SEE NOTES BELOW FOR TYPE AND MANUFACTURE) ALL WOOD OR STEEL COLUMNS OR POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE SPACED AT 12"O.G. MINIMUM. ALL WINDOWS AND GLASS DOORS TO HAVE INSULATED GLASS OF MAX .543 VALUE. HEATING SYSTEMS SHALL BE CAPABLE OF MAINTAINING A l0° F INTERIOR TEMPERATURE WHEN 0 DEG.F OUTSIDE WITH A 15M.P.H. AND. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U VALUE OF .40 OR BETTER A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING ADJACENT TO THE SLEEPING SPACES IN ACCORDING WITH THE N.Y.S. GODS 721.1 ANY FIRE PLACES TO HAVE FRESH AIR INTAKE AND TEMPERED GLASS ODORS PER N.Y.5. CODE TOWN -CITY OR VILLAGE ZONING LAW5 ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION ACCORDING TO THESE PLANS IS THE SOLE RESPONSIBILITY OF THE OWNER. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, REINFORCE FRAME AROUND ADJAGENT TO INTERFERENGE AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, ROOFS, ETC. COMBUSTION AIR SUPPLY FOR FIREPLACE: PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUTSIDE AIR, CONSTRUCTED OF NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BACKFLOW OF FIRE AND PRODUCTS OF COMBUSTION THROUGH INTAKE. GENERAL NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE BEFORE BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO THESE PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, LAWS, ORDINANCE, ZONING AND REGULATION. ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING GON5TRUSTION CODE, N.Y.5. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL, RULES, REGULATIONS AND ZONING LAWS. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES OR CONFLICTS WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE KITH THE WORK, HE SHALL A55UME ALL RE5PONSIBILITY AND LIABILITY ARISING THERE OF. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE ARCHITECT AND TO THE BEST OF HI5 KNOWLEDGE AND BELIEF MEET THE REOUIREMENT5 OF THE N.Y.5. ENERGY GON5ERVATION CONSTRUCTION CODE. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXISTING AREAS AND CONDITIONS EXISTING WORK DAMAGED AS A RESULT OF NEW CON5TRUGTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. DO NOT SCALE DRAWINGS. WRITTEN DIMFN51ONS SUPERSEDE SCALED DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF CONSTRUCTION. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR 51TF-5 OR EXTEN51ONS AND EXPANSIONS TO THIS PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO THIS ARCHITECT. WHERE JOIST'HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE TECO TYPE CONNECTORS OR GUSSET ARE GALLED FOR THESE DRAWINGS, ONLY FASTENERS RECOMMENDED BY THE MANUFACTURER ARE TO BE USED. DUE TO COMPLETION OF CONSTRUCTION PRIOR TO THESE DRAWINGS, INSPECTOR TO VERIFY IN FIELD ALL 51ZES OF ANY STRUCTURAL MEMBERS SUCH AS HDR5, TRIMMERS, CEILING BEAMS, ROOF RAFTERS, RIDGE BEAMS, HIPS 4 VALLEYS, POSTS, LEDGER BIRDS, FOUNDATIONS, FOOTINGS, ETC. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. THIS ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS, TEGHNIOUE5, SEQUENCES AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR WITH THE CANER, AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE NOT TO BE USED FOR ANY OTHER SITE LOCATION OTHER THAN THAT INTENDED BY THE PARTY NAMED ON THESE DRAWINGS FOR ONE PLOT LOCATION, WITHOUT REVIEW AND WRITTEN PERMISSION FROM THE ARCHITECT. THESE DRAWINGS ARE PREPARED FOR THE SOLE USE TO CONSTRUCT ONLY ONE BUILDING AT THE FOLLOWING LOCATION. ARCHITECT E/OR PREPARER 15 NOT RESPONSIBLE FOR ANY DEVIATION FROM THESE PLANS AS APPROVED BY THE DEPT. OF BLDG. S AS PER N.Y.S. FIRE PREVENTION 4 UNIFORM BLDG. CODE EX. IBES. /MAINTAIN E 2) (NO CHANGE) FLUISH FLOOR 2"x 'HDR 26 EX. (2) 2"x8" HDR. SUPPORT POSTS EX. WDW.� ry w N l I i rc CII N 0 0 2 J J UNHEATED v a SUNR00 - o a O Q V (SEE DE AIL SHEET) I K V a 111 N In n x 11 N X r % h ry O 2"x 3" EX DED ALUM m R.R. o I6" O.G l (f1 2" x 5" "G" HANNEL HDR L W (2) OW'S HANDR SUPPO T POSTS 51 -2 S' -S" 3 STEPS TO GRADE FLOOR PLAN SCALE 1/4" - I' -O" TO GODS (2)I"-3/4" xII-1/4" M.L. RIDGE TO CODE 3" FOAM GORE ROOF PANELS iUPPORT WALL L HDR. EEX RESIL';)EN(:�E I� UNHEATED 1C IGm �5EE ARCHITECTURAL RES TO EX. HOUSE DETAILS (NO CHAN(5E) SUNROOM 1 lf1 (SEE DETAIL SHEET) (2) 2"x10" HDR. 5U5FLOOR ON 2"x8" DJ'S7 4"x4" POSTS ON 8" 7C"X. STEP GRADE 2"x8"LDGR. BIRD. SEG. TO EX. HOUSE SONO TUBE PIER MIN 36" BELOW GRADE GRADE r EX. O END. (NO CHANGE) -IL- I .��I�ifl •-�• IWII� ILMI � III LIIIl �" � _ 50NO TUBE PIER 5EC7I0N A—A 5UBGRADE SCALE 1/4" — I'—O" EX. FND. A, (NO GRANGE) ' 01 NOTE REAR ELEVATION SCALE APPROVED AS NOTED 1E: dq E P. b 313 JD , TIFY BUILDING rmPARTMENT AT 3-1802 B AM TO 4 PM FOR THE LLOWING INSPE'TIONS' FOUNDATION - TWO HEOT:iED FOR POURED CONCRETE ROUGH - FRAMING & PLI.id5NG INSULATION FINAL - CONSTRL�TIO: MUST BE COMPLETE =')R C.O. .L CONSTRUCTION SHALL MEET THE EQUIREMENTS OF THE CODES OF NEW DRK STATE, NOT RESPONSIBLE FOR ESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS_UNLAWFUL WITHOUT CERTIFICATE /4" OF I'UPANCY CERTIFICATION OF SITE PLAN DEVELOPED /R9oNAILINQ&CONNECTIONS �IFROMSCIENSED SURVEY OF REQUIRED, SURVEYOR RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. \ `® ALL CON UCTION SHALL \ T MW THE REQ MENTS OF THE CODES OF NEW K ST E'.Rc {0 \ T \ \ ry a? \ \ ° �. ANY DEVIATION FROM ANY 57RU07URAL MEMBERS AS INDICATED ON THESE PLANS SUCH AS HDR5., TRIMMERS, 1-15EAMS, PARALLAMS, MIOROLAMS, TRUSSES, FLR. J5TS., CEILING BEAMS, ROOF RAFTERS, RIDGE BEAMS, STRUCTURAL HIPS, STL. COLS., WOOD POSTS, LEDGER BRDS., ETO.,SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO THE COMENCEMENT OF ANY PHYSICAL WORK. 15T RY FIRM.RES ENGE \„♦ 5UNROOM 0 Q O/ O o �O � FLOT FLAN SCALE I'=20.00' LOT GOVERAGE LOT SIZE = 9340.80 p HOUSE r1l = 869.-700 DECK 0 = 144.00 TOTAL 0 % LOT OCCUPIED 1015.7010 X 100 = 5.24% 9340.8010 (i NICHOLAS A. VARLOTTA , AROHITEOT 112 BEDFORD AVE., DELLMORE, N.Y. 11710 SUTLER RESIL';)EN(:�E �2"x8" LDGR SEG.' 1C IGm oarr+cn TO EX. HOUSE 7C"X. STEP GRADE O 2) 2"xC" HDR. (2) 2"x10" HDR. O POSTS ON 8" 50NO TUBE PIER MIN. 56" BELOW GRADE IIA LINE OF 5UNROOM ABOVE (2) 2"x10" HDR (2) 2"x10" HDR. -o" - 12'-O" PIER ALAN NOTE REAR ELEVATION SCALE APPROVED AS NOTED 1E: dq E P. b 313 JD , TIFY BUILDING rmPARTMENT AT 3-1802 B AM TO 4 PM FOR THE LLOWING INSPE'TIONS' FOUNDATION - TWO HEOT:iED FOR POURED CONCRETE ROUGH - FRAMING & PLI.id5NG INSULATION FINAL - CONSTRL�TIO: MUST BE COMPLETE =')R C.O. .L CONSTRUCTION SHALL MEET THE EQUIREMENTS OF THE CODES OF NEW DRK STATE, NOT RESPONSIBLE FOR ESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS_UNLAWFUL WITHOUT CERTIFICATE /4" OF I'UPANCY CERTIFICATION OF SITE PLAN DEVELOPED /R9oNAILINQ&CONNECTIONS �IFROMSCIENSED SURVEY OF REQUIRED, SURVEYOR RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. \ `® ALL CON UCTION SHALL \ T MW THE REQ MENTS OF THE CODES OF NEW K ST E'.Rc {0 \ T \ \ ry a? \ \ ° �. ANY DEVIATION FROM ANY 57RU07URAL MEMBERS AS INDICATED ON THESE PLANS SUCH AS HDR5., TRIMMERS, 1-15EAMS, PARALLAMS, MIOROLAMS, TRUSSES, FLR. J5TS., CEILING BEAMS, ROOF RAFTERS, RIDGE BEAMS, STRUCTURAL HIPS, STL. COLS., WOOD POSTS, LEDGER BRDS., ETO.,SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO THE COMENCEMENT OF ANY PHYSICAL WORK. 15T RY FIRM.RES ENGE \„♦ 5UNROOM 0 Q O/ O o �O � FLOT FLAN SCALE I'=20.00' LOT GOVERAGE LOT SIZE = 9340.80 p HOUSE r1l = 869.-700 DECK 0 = 144.00 TOTAL 0 % LOT OCCUPIED 1015.7010 X 100 = 5.24% 9340.8010 (i NICHOLAS A. VARLOTTA , AROHITEOT 112 BEDFORD AVE., DELLMORE, N.Y. 11710 SUTLER RESIL';)EN(:�E IOTED 1C IGm oarr+cn 750 MONSELL LN., GU7C HOGUE FROF 05ED SUNROOM I A -I GrandVeW patio Room GRANDYIEWF SETTARWRW PATIO ROOM ROOF I GRANDYIFWj9ET0EF1Y18W PATIO ROOM i BulldingCode C,ompliance LOAD SPANTABLEAOF9'CRI-arAMROCPSYSTEM I cDLUAaNj MBgySTEMOiYB•7N'ALUM.GgU1Rt POST - A.At 1lAkrlo SINGLESPAN DESIGN I GROUND SNOLaf LOAD Y w1 LxKw MINIMUM POEM 14EOUIMD FOR EACH PRCUECRON AND WIDTH Imo— — mnw I N� 1 YMNI IX{1x411'KYNLI + I awMlRkaiwnu . F00nw11eq � eemnmwlewo.yu,. nirl� GRO UND MOW D T 168 202 160 944 766 I _ w lug IV I su 93 s emaF ' 34 - 1 muL. DETAIL. M DLTAIL R I � aruc 188 a,w 1,N Irww,1 1w�n,m1 1lvxxalwlk - rA,Kgw,MpnwFxLr 146 w'W.ONefxC 8 kM 1 t71t etA q 4WNx1QY 118 1 Cagl lnrr iMIY4f�f vuLwver Ffr I .Fn�F ��'t'�t�E�E=��t1♦E� Y lAlt oaaLv Avg ' wrrxi I PANEL. LENGTH SPAN LENGTH 6RDlRIXO $NDW LOAD GROUND SNDWL4a() FOR GROUND SNOW LOAD +716PSF+OEAD LOAD INCLUDES 060 w,wn.vr$pj r a1FERHANO �FAq MH Yy yy { wll, µayylwx IxeWMLx6Tb ' wr4.+ I N� 1 YMNI IX{1x411'KYNLI + I awMlRkaiwnu . F00nw11eq � eemnmwlewo.yu,. nirl� GRO UND MOW D T 168 202 160 944 766 I _ w lug IV I su 93 s JIZ 72 42 a6 S i ' 34 - 1 ge DETAIL. M DLTAIL R I - - — ---- -`,',}'r'YF'�ll:°�i%+�'n.',',i a -r. r. -T-1 74.71 JT" F PANEL uE *TFI SPAN LENGTH 1'OVERNANO Mx101 rlvamtxwColasml GRO UND MOW D T ICnIP1NCpMfRYixr. 766 Ixl wx.xwxl I.IIFdR N WxOYxNI i 166 Zan 0')6 rl bF.li WE CsnnoN i DOAR, A DETAIL. M DLTAIL R 182 176 211 DETNL O j 188 a,w 1,N Irww,1 7w—a@AEl4ieIHM tl1r 1lvxxalwlk - rA,Kgw,MpnwFxLr 146 7�$ 8 kM 1 t71t etA q 118 1 Cagl lnrr iMIY4f�f FdwluO. 1pVxa. Ffr I 1 ��'t'�t�E�E=��t1♦E� Y lAlt vxn6111 wvneM1ki Y.Y i.alaP42A llmOqR Avg Pm.I�.m1nrR■X•Yandt4I 1pAAltxXpr1qr0 wF41.'n 1rmlflT gn1l0NyyAF0a6w6 rra� ka4xWs1 N14R,Ow1Jxa] PANEL uE *TFI SPAN LENGTH 1'OVERNANO OROUNO DHOW LOAD Iry�N,.eeY GRO UND MOW D T ICnIP1NCpMfRYixr. 766 206 904 666 I.IIFdR N WxOYxNI 800 166 Zan 0')6 rl bF.li WE CsnnoN 136 267 816 fCIY6LL 219 182 176 211 x vrm 188 jai Irww,1 198 1lvxxalwlk lelulxel 146 7�$ 8 kM 1 t71t 129 118 1 i Fk1Y ixw ,knFNe{ ICnIP1NCpMfRYixr. QAM Y,x%I I.IIFdR N WxOYxNI v.l eu ,.xa Pnxl.kr ��� rl bF.li WE CsnnoN ' fCIY6LL X a,Ow - x vrm Y o.M xY.1.te1 Irww,1 X RM 1lvxxalwlk lelulxel WAWIt kRIBt 11'w'r 8 kM Relail'iO Y A.fl. ' _ xr ram 6101il LFfIx11 iMIY4f�f 101 �� - vrlllw twvN6 atlPlgl[f 1rnow ��'t'�t�E�E=��t1♦E� Y lAlt vxn6111 wvneM1ki Y.Y i.alaP42A llmOqR Pm.I�.m1nrR■X•Yandt4I 1pAAltxXpr1qr0 JObeFf G1"A gn1l0NyyAF0a6w6 N14R,Ow1Jxa] NEW mmlu NOTES; ' MAXIMUM SPACING OF POST.o 6IT. ABOVE TABLE BAIREDOMFET TEST REPORT T246 -1I0 FOR GRANOVIEWANDRIEr"MNIGW PATIO ROAM COLUMN+,MMR SYgIEM. REFER TOTMS TEST REPOHTFOR MATERIALS AND DBwF REOUIRFMENTS. ' REFERTO"SPEOIPIOATIONSANDSUD76LINESPOR ALUMINUM S1TIl1C1T711EA'[?OPYRIDFff 19949VTHC-ALLWWUMASRWIATION [W.FORTPiLrDMrONCAPAORIEACWB-I 'ALUMINUM SQUARE POST, R w' ' THE ASOYE TABLE IS BASED ON EMPLOYUa A t FT.IyWR W'IG ANO %OPE. 1:12 . MINIMUM. DCTAfLO OETNLE G6TNLF NOTES• . a}nx WeetrrvAFkv Fk1Y ixw ,knFNe{ ICnIP1NCpMfRYixr. QAM Y,x%I I.IIFdR N WxOYxNI v.l eu ,.xa Pnxl.kr ��� rl bF.li WE CsnnoN ' fCIY6LL X a,Ow - x vrm Y o.M xY.1.te1 Irww,1 X RM 1lvxxalwlk lelulxel WAWIt kRIBt 11'w'r 8 kM Relail'iO Y A.fl. ' _ xr ram 6101il LFfIx11 iMIY4f�f 101 �� - vrlllw twvN6 atlPlgl[f 1rnow 'T�nIeY1 Rt1M0axN4RWWp0A0FxlA6GIm. I ^THEASOVETASLE ISSASEDONOROUNosNoWLOAn FOR LOW DLDPEROOPCONOITIONO • nDvu,wsM,ooxrw141.mLx,MIs16.6+uEnare.�,tMrllEnwla plrxxlrl®raxxu PER SOCA 1866, i IX0A1µ -rGnalx.RX6'AVC'Oxa4bnl69)OAro6xMWaaCOa4a1MWIX.vfuwlw narAnr. PF �.7I$(Pal I ca:sawlalorolene'uxluarrx�gFxc,.awaeYrr. •T+KAFGV61A0161 i11Y1�Gi 06d.ND WGWL].1GIgRIprElarx lmvr coxmnasvlrl,xw, Pf-LOW SLOPE ROOF LOAD 1-1MPONCANCEISAC.T1Ok=1,6 Py r GROUND txeivFvn rxe.Awexxx'e1x,la,ux llS ,x7µaPF16. SNOW LOAD rM.C.t� FR n.MMl11NMMA`N ICN I•MF011aWwF1GT06,.,ivu,,�.O,I,Y�wBryurin.6 • 1,1FAlOYFMTAgL'�NarIFJlxiff11gN0611rtArF""'"""""" ' 7HEABOVE TABLE 19IBASEO ON A FADIOHOF VAFEIY OF 1.03 EE i EE S EE4 GraridVIEw Ami .eaIn1Y1 0419 IiT1T ,knFNe{ ArLL QAM OlxnnO aeu %,lA,F_f.]N v.l eu ,.xa Pnxl.kr ��� K�i�,rllTArlali CsnnoN Y-ICM•-p.M1 x 9.004 awe,tar.r>t X a,Ow Y.tgry-•/.tU x vrm Y o.M xY.1.te1 G 'M X RM 1lvxxalwlk x q141 PlfrApl memaiY i ]ey Mi.nen.ayoueo.`idi I6ewIIRe+Ym4 8 kM Relail'iO Y A.fl. vw1a1/WN _ xr ram 6101il LFfIx11 NOW _ 1114141 rYIVbn x QAM y TIM Y i.xJ Y lAlt vxn6111 wvneM1ki Y.Y i.alaP42A llmOqR Pm.I�.m1nrR■X•Yandt4I 1pAAltxXpr1qr0 JObeFf G1"A gn1l0NyyAF0a6w6 N14R,Ow1Jxa] 4N.: 4.710 P04144, 9t.m Y•f.1Jl_p.'ff! CN,xuk % 1Aw Y AkKwallhktll x W" VIM "10a N MxT 4Aa0 xlawrlW, 1040 Y 1.1x Fr1nyM,�n.1.1x-YanwI%Yx! 4II 161RAW RAM U J4ANAbr7N900 im0] fC6 Mt W511 "MMIR Ax: LM ,knFNe{ ID21a 1YIaltgbx x.eau_f.feo- v.l eu ,.xa wnxse x awv Yam awe,tar.r>t X a,Ow x vrm r,m,Kraawr. xY.1.te1 61FNtyN4m Y K r M t441 PlfrApl memaiY i ]ey Mi.nen.ayoueo.`idi IA.x,Akap Jim Aklrl txvAAJ.p1�6 4N.: 4.710 P04144, 9t.m Y•f.1Jl_p.'ff! CN,xuk % 1Aw Y AkKwallhktll x W" VIM "10a N MxT 4Aa0 xlawrlW, 1040 Y 1.1x Fr1nyM,�n.1.1x-YanwI%Yx! 4II 161RAW RAM U J4ANAbr7N900 im0] fC6 Mt W511 "MMIR Ax: LM nrtF 13.4w lwldra l,x A-1JN6_10IF vom&_IA 9ra111 If 1Aw Wrt/x10tY,Mm x F01mx Y my N1werYAxq xl'4w ItvAaprJxM xinal Y taw _wnFFgl)pY tlt,cL1v1I1x111flotl 111"Rttlpk 4LINAIw1I¢l0ta M JL1w AM1616R10AM7 Ms a,IN 6elaelYlbx ��R1�0¢_191'1 C•1,11 x 4ig0�1k1 1fwrwndl,.h x amt - Y al4 }N,LILa AekL xY 1w 1wIaOO.Ox1 ,Y 1t ■ tAx FbiFY ma, &b Y,wxnn Fmmo,4aetmimim!I F JaAriA milo11 Aa01 34 TCIxlllkb. cra.n .Yaxxmaxka. .WUTd'rw1Y � 6ayq{yrxr, RNejx R,DOI &X-YNktl wwn d J* �Aw -0.tNe1v'Iar°NOeI Fhxepk.YY,Nk. ■ x R 4w+r.�.Ivk1 xmaN Iv,ia9Abr14A10q Jaax Akre[+.mpQA EE7 Mass a ww i-". . a1en11nFs1vlx Y dA00 x }Aae ATLW HMYR YflAb Pw N6lmym, Jam! I" v 0.910 R.1YIe e�uu.,.ax-vni...x..Caun..,x f J�• b'� I�1ArAG0001 x v0pp kr�Nk tAva Y IM Y la b dfgpl m X lAft Y Iml 1A,Alk rglknka xJraYwtlxre.mxminlau 1 9,1alxa,11 A00 -eAOFI J x AAfy `i2ppgOppl "NI'IMEW IDE TERVIEW PATIO ROOM 'r1 ' NOTG; THftTE6CN01A6A oN AHxAA GIAPNRASMTRF Mp MR WING LUADDNLY C71I! "TT661 NlP Tw-" FDR IA1TwMMANDd67UP A6GUG1aMVJ%6 TAR"I6ALSO MOLD ON 019W V&D LoADA F'RW 50rA 1006, EVOWRECATEUOAY C, IMFORIAhCE FACTOR 1•11RINHARYAASA GPM SQ 6T,AISM1 ROOKM-OPr N 7OFFKu4Rr IN6IEkM&Lry00vwL NOTE ANY DEVIATION FROM ANY STRUCTURAL MEMBERS AS INDICATED ON THESE PLANS SUCH AS HDRS., TRIMMERS, I -BEAMS, PARALLAMS, MICROLAMS, TRUSSES, FLR. JST5., GEILING BEAMS, ROOF RAFTERS, RIDGE BEAMS, STRUCTURAL HIPS, STL. COLS., WOOD POSTS, LEDGER BRDS., ETG.,SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO THE GOMENCEMENT OF ANY PHYSICAL WORK. NIOHOLAS A. VARLOTTA , ARCHITECT 112 BEDFORD AVE., BELLMORE, N.Y. 11 -TIO BUTLER RESIDENCE eonLa N=rn 1 Mane= • x. -750 MONSELL LN., GUTC HO&UE PROPOSED SUNROOM I A-2