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29403-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30890 Date: 04/29/05 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1825 SIGSBEE RD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 9, 2003 pursuant to which Building Permit No. 29403-Z dated MAY 21, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS & ADDITIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARBARA CONDON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1177779 07/12/04 PLUMBERS CERTIFICATION DATED 02/18/04 JOHN J. CONDON uthorized Signature Rev. 1/81 Form No.6 \ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 Q 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 a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. S—7-614 New Construction: ke Old or Pre-existing Building: (check one) Location of Property: I$ZSaSIG$B E6 �✓� House No. Street Hamlet Owner or Owners of Property: A /?A , A q* ( ry a is Suffolk County Tax Map No 1000, Section /007 Block 144 - 2— Lot A¢Kr Subdivision Filed Map. Lot: Permit No. 29 403 Z Date of Permit. 15-21-p3 Applicant: _-_1n_IJ4.) Z tf cow Lana Health Dept.Approval: AA Underwriters Approval: pO !/77779 Planning Board Approval: IUA Request for: Temporary Certificate Final Certificate:_Z (check one) Fee Submitted:$ �Sj 00 icant Signature Cam 3685v Taw 11n11,53045 Mab PAWFax(631)765.1823 P.O.BOOL 1174 Ifloi Tekphaae(631)765-1802. Soedrol 1,New York 11971.0959 BUILDWO DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_Z� O - Building Permit No. Owner: ('okzx:oo _ --TT-- (please print) '_ \ Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r -_- -�— Plumbers Signature) Sworn to before me this day of 20 CJ�� NOTARY BO PUBLIC, ate of New York �7 No.01B06020932 Ouallfied in Suffolk County Truro Expires March 8,2047 Notary Public, F�County FEB ( 82004 o ���'`r'�'�' s ! Ism srr�n���rn��n�r�rr��n�rr�nsrs�s su��n��rnuas�n�n�rr��lrn�ss�uar� LV IRS 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� SCERTIFIES THAT 55 5 Upon the application of upon premises owned by �c 5 0HN 5 1755 SIG BDEOE RD 18 5 SIIN JOHN GO SBEE ROAD 5 5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 5 CCC5 5 Located at 1825 SIGSBEF_ ROAD MATTITUCK, NY 11952 rj Application Number: 1177779 Certificate Number: 1177779 5 5 Section: 1000-144Iock: 2 Lot: 14(68) Building Permit: 29403 BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 Basement, First Floor, Second Floor,Outside,Attic, r� ,Ic A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 12th Jule, 2004. 5 Name QTY Rate RAM Circui[ TN pe 5 5 Alarm and Emergency Equipment S 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and accessories 5 Dish Washer 1 0 1.2 KNV S Exhaust Fan ! 0 F.H.P. 5 5 Furnace 2 0 Gas 5 Air Conditioner ! 0 24.000 BTU 5 5 Air Conditioner l 0 18.000 BTU 5 5 Panels 5 51 60 8 5 5 Wiring and Devices [5 L5'J Outlet 21 0 Fixture 5 5 Fixture 21 0 Incandescent S 5 Outlet 69 0 General Purpose 5 5 Receptacle 39 0 General Putpos•, 5 Sx%itch 41 0 General Purpos- seal 5 Receptacle l 0 20 amp Laundry [5 �S Continued on Nezt Pace I of 2 C5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o cPrJrJ �5s�cM 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. 29403 Z Date MAY 21 , 2003 Permission is hereby granted to: BARBARA CONDON 1755 SIGSBEE ROAD MATTITUCK,NY 11952 for RECONSTRUCTION & ADDITIONS TO A SINGLE FAMILY DWELLING AS APPLIED at premises located at 1825 SIGSBEE RD LAUREL County Tax Map No. 473889 Section 144 Block 0002 Lot No. 014 pursuant to application dated MAY 9, 2003 and approved by the Building Inspector to expire on NOVEMBER 21 , 2004 . Fee $ 493 . 80 r C Authorized Signature ORIGINAL Rev. 5/8/02 a9�o3 � M-1802 BUILDING DEPT. INSPECTION [ 1 FO NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE O 11 03 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: =47-- /7 s. DATE j`� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =LATION [ ] FRAMING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE © Z INSPECTOR q © 3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL /eC ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ( r �"� INSPECTOR ' j� ,;aY 1 9 X03 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 May 16, 2003 Ms. Pat Conklin Plans Examiner Town of Southold Building Department Town Hall 53095 Main Road Southold, New York 11971 Dear Ms. Conklin : The septic system installed at the Condon residence at 1825 Sigsbee Road in Mattituck consists of two cesspools that were estimated to be 8 feet in diameter by 8 feet deep. The system has been functioning satisfactorily and has sufficient capacity to care for the planned second story addition and renovation of the residence it serves. If you have any questions please call me at 298-1986. Yours truly, u ondon, P.EO4^NFW yU� C ' W y�F 051684 cv�� O pAUFESSIONP� ' Fkd 3 Condon Engineering, P.C. New York State Licensed Professional Engineer -- 1755 Sigsbee Road ----j631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 February 1, 2004 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Regarding : Building Permit#29403Z Dear Mr. Fish : I conducted a framing and plumbing inspection of the Condon residence at 1825 Sigsbee Road in Mattituck, New York. The framing construction completed to date is in substantial agreement with the plans currently approved by the Southold Town Building Department and is in compliance with the New York State and Southold Building Codes. Inspection and pressure tests were conducted on the waste, water supply, and gas plumbing systems installed within the building. These plumbing systems were found to be free of leaks and are installed in accordance with the New York State and Southold Building Codes. If you have any questions regarding this letter please call me on 298-1986. Yours truly, Condon, P.E. Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 July 8, 2004 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Regarding : Building Permit#29403Z Dear Mr. Fish : I conducted a final inspection of the Condon residence at 1825 Sigsbee Road in Mattituck, New York. The construction and plumbing and mechanical systems are completed and are in substantial agreement with the plans currently approved by the Southold Town Building Department and is in compliance with the New York State and Southold Building Codes. If you have any questions regarding this letter please call me on 298-1986. Yours truly, ���of NEW -0 Y exp' ondon, P.E. 051684 jeMOFE SS►ONf� i 0 2004 V TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET I I/ VILLAGE DISTRICT SUB. LOT � /}�J L� // v /'/Ff �f/ J <✓[ FORMER OWNER N E ACREAGE .4 } Y . �� � o lir N Gol s atLO y- S w TYPE OF BUILDING ;ES. I . VL. FARM COMM. I IND. I CB. MISC. �llA 1 � LAND 2SEAS TOTAL DATE REMARKS �c c9�$ -� D 0/ FO AIS� a753rv, ce 1176 j c"C,,s GE BUILDING CONDITIT NEW NORMAL BELOW ABOVE y t� Farm Acre Value Per Acre Value illable 1 I illable 2 -- – — illcble 3 - ✓codland — – aamplandushland - - � louse Plot ,t C. i 7- �A. Bldg. vje,�" 3-0 -7 ;,o Foundation Both _-xtensionT 114; Basement Floors xtension Ext. Walls interior Finish -xtension Fire Place Heat cc )Porch Attic Porch Rooms 1st Floor 3reezewayl Patio Rooms 2nd Floor garage Driveway - IB. ' Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.5 Release Is Data filename: C:\Program Files\Check\REScheck\CONDON HOUSE.rck TITLE. CONDON HOUSE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE Non-Electric DATE: 04/28/03 DATE OF PLANS: 3/31/03 PROJECT INFORMATION: 1825 SIGSBEE ROAD COMPANY INFORMATION: CONDON ENGINEERING, P.C. COMPLIANCE: Passes Maximum UA=349 Your Home UA=338 3.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 937 32.4 0.0 31 Wall I: Wood Frame, 16 o.c. 2136 15.6 0.0 131 Window L Wood Frame:Double Pane with Low-E 283 0.340 96 Door 1: Glass 105 0.340 36 Floor 1: All-Wood Joist/TNSS:Over Unconditioned Space 937 19.4 0.0 44 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief, and professional judgment, such plans or specifications ' compliance with this Code. Builder/De ' Date S 9-03 gEScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3 5 Release la DATE: 04/28/03 TITLE: CONDON HOUSE Bldg. Dept. Use I Ceilings: [ ] L Ceiling 1: Flat Ceiling or Scissor Truss, R-32.4 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall L Wood Frame, 16"o.c.,R-15.6 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments: I Doors: [ 7 1. Door 1: Glass, U-factor: 0.340 Comments: I Floors: [ ] I L Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.4 cavity insulation Comments: I Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [• ] All joints, seams,and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Fxception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code o(New York State or the New York City Building Code , as applicable. I Service Water Heating: [ 1 Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Diable 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to V Up to 1.25" 1.5" to 2.0" Over 2" 170-I80 0.5 LO 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table l: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran F 2"Runouts 1"and Less 1.25" to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DATE COMENTS ro O - FOUNDATION(1ST) i a ---------------------------------- ^ c �f tq FOUNDATION(2ND) z �✓ v ROUGH FRAMING& a PLUMBING C m H INSULATION PER N.Y. STATE ENERGY CODE FINAL VOALC ' ADDITIONAL COMMIFNTS O z m m z a "3 S o z TOWN OF SOUTHOLD 9 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check--- Septic heck __Septic Form__ N.Y.S.D.E.C. Trustees Examined ✓� 2003 Contact: Approved o?/ ,20 Q3 Mail to: Disapproved a/c _ Phone: f Expiration_ //�a z ,20A`—/` D FAA 2%— 6-1 Building Inspector APPLICATION FOR BUILDING PERMIT Date S-- 9 - 2093— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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 insp ' u . ��jkmkftre of applicant or name,,if_a corporation) e 7SS- S;56� f anaA� hki�r-nx ie,( ' t HSL (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect,engineer, general contractor, electrician,plumber or builder G.oa, vsrr.¢ O•vva7e Name of owner of premises Ag ,d 044b Sohly ` p,uaaO (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. 1. Location of land on which proposed work will be done: AMMM {RZS�iG�Br�E- g%&-2 Ntfi7`rl-r'rJG{- House Number treet Hamlet County Tax Map No. 1000 Section &7Block O;;?- Lot 14 Subdivision&4M A&g a2jd fikopr572T(65-rr1r_. Filed Map No. Lot 42 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �_�AV;?A.g� / �Q✓ �ii�Fi�itih b. Intended use and occupancy 05Siytr cryjqA� 2- 3. 3. Nature of work(check which applicable): New Building Addition_Z Alterationyll� Repair Removal Demolition:7W�:IOther Work (Description) 4. Estimated Cost �hno' q>p Fee -4(,�5.�o (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 4 S" Rear 24'-s-'' Depth 02 3" Height 15<1-6 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 24'SRear 'S" Depth 3q 1-,:3 Height 30' Number of Stories 2 it 8. Dimensions of entire new construction: Front Z�-S Rear 24"6-.' Depth �3" Height 30' Number of Stories 2- 9. 9. Size of lot: Front SO Rear Sa' Depth /-fin 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9-40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES_NO zC 13. Will lot be re-graded?YES_NO )< Will excess fill be removed from premises? YES_NO (3AR6kRl At ToNju 14. Names of Owner of premises r,2&ZjQ&2 Address/755Po:&;; swm Phone No.�$-(9Se, 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? *YESNO 2S • 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 ) \\ ,roto �AiD OV being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Est l j zA 4-09-2 C�'IJ,t AZ (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. Swo to before me this _day of 200_.� Notdry Publi i ature of Applicant LINDA J.rno.--;:R Notary public,State of New York No.4222563.SLf,olk Ccs, ,r,✓7 s+, 24'b" RELOCATED EXISTING SHED REPLACE EXISTING S 20°3800" E 50.00' _ BINTRYDEgK-ORS \\� - TORE BUILTNEW Y DOW fL.) I 1 TO BE BUNEW ILT BY OWNER ENTRY K EXISTING SHED TO BE RELOCATED BY OWNER NEW ENTRY STEPS REPLACE EXISTING AND LANDINGS DOOR WITH NEW DOOR PROVIDED BY OWNERO LOT A+pm EXISTING SHED TO BE I 118 RELOCATED BY OWNER a O WOe WITHITH HH000OD 6-2" a'.2" I O r- ❑ EXISTING BATHROOM 2' 9' I O I iG 42 O 5 AND LAUNDRY ROOM \ NEW - MECHANICAL AN �l EXISTING STNRSTO BE O O '(j ROOM o REPLACEEXISTING IF 11 DINING ROOM �7 7❑ REMOVEDBYOWNEIR a�-- 0 BASEMENTWINDOWS LilI] W WRH 2x13 ANDERSON ROOM ATEA=NIB S.F. EM RESIDENCE I WINDOW AREA=27.6%" EXISTING DECK 0 BASEMENT WINDOWS _ 1 O ®® KITCHEN MASTER BEDROOM _ TO BE REMOVED (TYP) 3'-9' OPENABLE WINOOWAREA-13.6%^' N BY OWNER ROOM AREA=3165F N O WINDOW AREA=16.2%" N ® b OPENABLE WINDOW AREA=Bfi 0 I ZI I � ®® -----= - A o o U)T 3❑ i QA 'w PANTRY I SEE WINDOW NOTE5 — JI NEW4%45ND WALL m -- �\ EXISTING �I 4/F) ' r'- -J N PROPOSED 2ND STORY — CHIMNEY TO BE I C SEE WI DOW NOTE 5® ADDITION OVER 16T REMOVED ( I 23'5" 'I I STORY L — — NEWENTRYSTEPS 6 BATHROOM BASEMENT AND LANDING O Z NEWBASEMENT STAIRS B'-0" T5'�`""' y 9'-0" I STAIRS LIP I OA O E E (D !� `2 N CL N N CL.. L — _ rx" C — — — — — — :-fl © OPEN STAIR WIOAK O OAK WOOD RAILING Z EXISTING WALLTO T'O'MIN. ° ` TREADS RAILINGAND O cQ CONTAINER $TDPAGE O BEREMOVED Z1 BALLASTERS UP rtSTI N C ,056.8' - — - - TOCONRUCTION POST Y BATHR00O T-s^ 3'3• N 2003800" W 50.00' sEEWINDOWNNOTES -2 SIGSBEE ROAD 2 Y EXISTING BILCO PULLTTIC OWNOOR r -.� � /r'iF7u N� DOORS TO REMAIN Oti ° SITE PLAN ROOLIVINM ROOMEA= L_--CLI SCALE 1"°26' O ROOMWAREA555.1' O A SURVEY INFORMATION TAKEN FROM SURVEY BY PECONIC SURVEYORS,P.C.DATED OPERABLE EWIND W %" MARCH 16,1996 OPENABLE WINDOW AREA=92 %"' 6,, © O (� - CL. q y CL. e'.0" E 2,-0" 3,-3., 17,.6Q „ 3, Q 3'4 4"(TYP) Q _ Q v New aaoFUNE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I] ENTRY FOYER ITYPJ NEW 3"GONG:SLAG EXISTING STORAGE Ground Snow Load Win d Speed Selemic WeaNering Frost Llne Telmlls Decay Winter Design Ice Shl¢M Flood Nezard ' NEW . O CRAWL SPACE, ROOM TO REMAIN SEE WINDOW NOTE5 DepU Temp Undelleymenl I] 0 11'-6" 1T-10" Re ulmtl 'N6W B"THICKCMU" 45 paF f20 mph *- Severe 36 in M¢derala 9llhht Na 11'F --pant FOUNDATION = Q BEDROOM#2 G y v to H¢ary Motlerete I , EO ED. 1❑ - BEDROOM#7 ROOM AREA ROOM AREA=738SF WINDOW AREA=20.9 1 WINDOW AREA=209%" OPENABLE WINDOW AREA=99%"" NOTES: OPENABLE WINDOW AREA 9.9 NEWS'-OF%3'-0" NEW ENTRY PORCH Y OPENING TO \ ti General: CRAWL SPACE 16'-0' SEE WINDOW NOTE 5 I / / Occupancy classification-Residential Group R-3 ��h I ❑ ❑ P Y P 7 2-Type 5-Wood framed construction to be utilized, LEE 5'1" 3-Building height-301 fire area-931 s.f. ROOF OVER PORCH ,4-Design Criteria-NYS Residential Code R301.2.1.1 and utilized ther methods and procedures stipulated in OCCUPANCY OR 5'0 �- Chapter 2 Engineered Design and Chapter 3 Prescriptive Design In the American Forest and Pacer Association USE IS UNLAWFUL Wood Frame construction ManualofTOhe and Two Famoily Qiwelliag Units-High Wind Addition and ASCE 7. WITHOUT CERTIFICATE s' Electrical Notes: OF OCCUPANCY 1-Al electrical work shall be installed by the owner. NG 2-All electrical work shall be in accordance with the National Electric Code. ALLPLUMBING WASTE BASEMENT PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN 3-All smoke detectors shall be installed in accordance with NFPA 72 and local Codes &WATER LINES NEED TESTING BEFORE COVERING Install Smoke Detectors in: COMPLY WITH ALL CODES OF -ANI bedrooms PLUMBERCERTIFICATION NEW YORK STATE & TOWN CODES WINDOW SCHEDULE: -Second floor hall ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS OF NOTE:ALL WINDOWS TOHAVE SCREENS -First floor hall -Living room CERTIFICATE OF OCCUPANCYDESCRIPTION MANUFACTURER ROUGHOPENING �� SOL�HOLDTOWNZBA -Cellar S.GOPE OF WORK: 1 CASEMENTWINDOW ANDERSON CW24" 4'-9"x 5'-01f2" SOLDER USEQ IN WATER_SOUfHOLO TOWN PLANNING"v0 a+r— ❑ n x z4 SUPPLYSYSTEMCANNOT �✓� SOUTNOLOTOWNTRUSTEES -Removal of all walls androef. Onlyfrstfloorandfoundationtoremain. 2 cASEMENTwINoow ANDERSON cw15" 2'x.716^xs.are^ ,� WINDOW NOTES: 4-The detectors are to be wired ID the building's main electrical service and be equipped with battery back-up. EXCEED 2110 OF 1%LEAD 3 CASEMENTWINDOW ANDERSON CW23 4'9"X3'-i2" � �� AYB OEC ❑ 1 -Windows and doors are to be wood with double pane insulaflng 5-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the --'f"'f-- -Installation of new walls,second Door and roof on existing single story residence. ® CASEMENTWINDOW ANDERSON CWI3 2,4ala"x3-v2' high-performance low E glass with a max. U value of 0.34. others. DO NOT PROCEED WITH -Installation of new windows and doors on first floor and second floor. 0 BASEMENT WINDOW ANDERSON 2813 2'E 518"%1'-7-318" 2-Windows and doors are to conform with the Allowable Air Infiltration '6-Carbon monoxide detectors must he installed on each floor of the building in accordance with Suffolk County FRAMING UNTIL SURVEY1Q © CASEMENT WINDOW ANDERSON C34 sale^X4'-0x10 Rates specified in section 502.1.4.1 in the New York State Energy specificatons. OF FOUNDATION LOCATION APPROVED AS WO -Installation of insulation in all walls,floors,and roof areas. HAS BEEN APPROVED. Conservation Construction Code. �� Ol 1 W FOq Plans are prepared by Condon Engineering,P.C. It Is a violation of the �[ DATE: ^42 03 xB.P.8 .29 TO 3 S1� 1 d°H 4 `� New York State Education Law,Article 145,Section 7209,for any -Interior renovation Including the movement of interior walls,the installation of anew kitchen,bathroom and associated 3-Windows and doors are to be equipped with removable plywood o� °y5, - person unless acting under the direction of a licensed Professional FEE: '-- BY: plumbing and electrical modNcations and additions. DOOR SCHEDULE panels as shown in detail on S-5 or shall meet the requirements of the Engineer,Architect,or Land Surveyor,to alter any Item In any way.If UNDERWRITERS CERTIFICATE NOTIFY BULI)NG DEPARTMENT AT Large Missile Test of ASTM E 1996 for 120 mile per hour wind loads, r an Item bearing the seal of an Engineer,Architect,or Land Surveyor Is i altered,the altering Engineer,Architect,or Land Surveyor shall affix to 765-1602 SAM TO 4PM FOR THE -Removal of existing deck as shown on tans. 4-Windows shown are manufactured by Anderson ,r�, the item hislher seal and the notation"Altered by"followed by hislher REWIRED 9 P DESCRIPTION ROUGH OPENING ` FOLD'+SING WSPECTIONS: 051684 � i. F_ ,4DATION - TWO'RECUMEO (� souo CORE FLUSH 3'-o^xT-0•xt.aN• O signature and the date of such alterations,and s ecific a orihon ALL CONSTRUCTION SHALL � - POURED CONCRETE Installation of new deck as shown in plans. pB0 VA' the alteration. MEET THE REOUIREMENTSOF THE 2. F .GH - FRAMING i PLUMBING p p' souOcoRE FLUSH z'-a^xT-0 x1aN' 5-Windows designated 1 &2 have free operable area of 5.7 s.F. FESSIO s=�-03 CODES OF NEW YORK STATE. & NSJLATEON © HOLLOW CORE FLUSH 18,xT-01%1-318" 4. FINAL - CONSTRUCTION MUST OD NARROLINEGLIDIGPATIO DOOR ** Window Area - CONDON RESIDENCE BE COMPLETE FOR C.O. s•o°xs•do-ale^ wITHSDREENB ,ANDER5DN25,GO6o6aL, Scale 1,4"_,,-6' Condon Engineering P.C. ALL cONSTRtICTION sHAu MEET THE Total Room Area � 1825 SIGSBEE ROAD REOUIR EMENTS OF THE CODES OF NEW QE SOLID CORE FLUSH SLIDING DOOR 3'-D"xT-0"x1-318^ *** CERTIFICATION OF YORK STATE. NOT RESPONSIBLE FOR Window Operable area Drawn by:JJC 1755 Si sbee Road MATTITUCK NEW YORK C _ NAILING RCONNECTIONS DESIGN OR CONORUCTION L�W4 FQ THERMGDooR nx3-8. 9 v REQUIRED. Total Room Area Mattituck, New York 11952 © THERMAdRV FIBER CLASSIC FC23 n'%8'-B" Date 51612003 (631) 298-1986 FLOOR PLAN CONTINUOUS RIDGE VENT id-LL �-Lu �LIL �—LUi1LLLLaiLid1-L1j ILL JLIJ�JLI1 I� 1 LLLiLUJ_ILLH-LLII I1LH L L LI_LLL LL �I P 1f l b LLLLJ — LLLLLLLILLLLLI 1�-h- L, -L1��-LL CONTINUOUS RIDGE VENT I_IIJ LU-1 I L-U-a1LJJ_LH— ILV I I I_ –LLL-_1LLL-I�LiL] J_J_I_I LIL JJ LU Iii L11 I �WJ 1 LLLL ASPHALT SHINGLE ROOF _LLH -L J�� -L�- �H 12 ISI 6 r WINDOWS(T WHITE ALUMINUM GUTTER CW24 DOUBLEWINDOWS CW24 (TYP.) CEDAR LAP SIDING(TVP) CEDAR LAP SIDING(TYP.) ---------- — — — — — — — — — — — 1X4 CEDAR TRIM(TYP) ) FES Pas 2"CONTINUOUS VENT GUTTER LEADER AT EACH CORNER OF BUILDING 4 (TYP.) ASPHALT SHINGLE ROOF CW24 o: CW24 DOUBLE GLAZED 7%4 CEDAR TRIM(TYP.) DOOR(TYP) REAR ENTRY DECK TO BE CW15 BUILT BY OWNER REAR ENTRY DECK TO BE BUILT BY OWNER EAST ELEVATION 04 POST AND 1x1 c34 CW24 BALLASTERS®W O.C. N EW DECK WITH RAILING REPLACE STING BASEMENT WINDOWS WRH 2813 A ANDERSON BASEMENT(WINDOWS CONTINUOUS RIDGE VENT 5'x8'TURNED WOW POST AND 1x1 BALLASTERS®T0C, SOUTH ELEVATIONL LI LULL—uLiiL�UL-I LLU —LLLL LLI L1UU-LL I LJ_ J_J_ _LLLLL LLL�IIJ J (_LL LU�_1LLI_JLL1 A HA SI!I G EIRO - 7 � � I I � CONTINUOUS RIDGE VENT ILIl �_I � �-L LLL I �I L iLULI - I LI-LII—L-LLL�L-LLLL IISL-Lu-L_�-L ILL- L_LLJ-L �— ASPHALT SHINGLE ROOF I !L I 1 11 11 1 1 11 i 111 ISI I1 1 �LJ1IJI I IJJI_LJ LCEDAR LAP SIDING(TYP) WHITE ALUMINUM GUTTER DOUBLE GLAZED WINDOWS(TYP)CEDAR LAP 5101NG(TYP.) / CW24 A ASPHALT SHINGLE ROOF CW24 KSIDINGJ--� ARTRIM(TYPJ 2ND FLOOR DOUBLEGLAZED 2"CONTINUOUS VENT DOOR(TYP.) CW13 ASPHALT SHINGLE ROOF C CW24 A IM CW24 R 1X4 CEDAR TRIM(TYP.) - — — — CW24 C- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - FF [a W24 — II U LI 5CW24 RNED WOOD POST AND 1X1 BALLASTERS@6"O,C. _1ST FLOOR ��pf NI W�� REAR ENTRY DECK TO BE 5�+ 3' C04 O BUILT BY MINER / - °SQA 02\ 4X4 POST ANO IXI BALLASTERS(at fi"00' CW23 CW13 5'x8'TURNED WOOD AND a , �x18ALLASTERS IT 00 WEST ELEVATION REPLACE EXISTING JF` E84 BASEMENTWINDOWS CW15 .gyp ' WITH 2613 ANDERSON BASEMENT WINDOWS Plans are prepared by Condon Engineering,P C. It is Notation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction ore licensed Professional NORTH EiLEVATION Engineer,Architect,or Land Surveyor,to alter any item in any way.if an Item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. CONDON RESIDENCE Scale: 114"=1'-0" Condon Engineering, P.C. 1825 SIGSBEE ROAD Drawn by:LUC 1755 Sigsbee Road MATTITUCK, NEW YORK C _� Mattituck, New York 11952 V Date: 51812003 (631)298.1986 BUILDING ELEVATIONS COLUMNS SECURED 8"0 SONOTUBE TO EXISTING FILLED WITH CONCRETE PATIO CONCRETE WITH SIMPSON CPS4 POST&13E3 — — 2 2X12 GIRD ER (�2%12 GIRDER U aU m '� (2)1 75 X 95 LVL (2)7,75 X 95 LVL (3)2X8 HEADER (3)2%B HEADER Design Loads: 2XIBLEDGER 2X6 LEDGER - -Roof-Live Load-47 psf- - — — — — _ Based on ASCE-7 and Pg=45 psi ® ® (3)2X4 (3)2X4 per Figure R301.2(5) COLUMN COLUMN ti REPLACE ROTTED a o 4x4 COLUMN -Dead Load-15 psf FLOOR JOISTS ASg)Z FROM ABOVE (2)2x3 HEADER l2NEcsssARv Iy o -Attic-Live Load-20 psf ' o z (2)2X6HEADER Dead Load- 10 psf 0 0 (2)2xs HEADaR -Second Floor-Live Load-30 psf NEWT-4"X 1'4'X 5 IT 11 I70"GONG.FOOTING ,� (2)2x6HEAoeR -Dead Load- 15 psf NEW 3"O STEEL IJ m 8 B COLUMN EXISTING To STEEL L 3 23'6^ -First Floor -Live Load-40 psf NEW 1'8"%1'A"% COLUMN (q)PxB COLUMN "� w (4)2.6 COLUMN (4)2x6 coL MN -Dead Load- 15 psf I FROM ABOVE ®® o (4)2x6 COLUMN -Exterior Deck-Live Load -46 psf 10"GONG.FOOTING v n FROM ABOVE NEW 1NC FO-0'X FROM COLUMN EXISTING(3)2X6 f0'CONC,FOOTING FROM ABOVE r TRUSS I(SEE DETAIL SHEET S4) C %I GIRDER(TYP.) = Dead Load-15 psf — NEW 3"O STEEL EXISTING 2%6 FLOOR �@ � JOISTS®i6"C.C. COLUMN -Wind Loads-120 mph-ASCE-7 — — r 5 ---- MWFRS-Method 2 -' 3I (3)2%4 COLUMN -J C FROMABOVE Component and Cladding-Details from w w BETTER HEADER#85(2)1.75x11.87 VL+(2) J"F GIRDER BETTER HEADER 84 � 7 5x17.875 LVL+ 22 c 7 WFCM TABLE 3,8 L — — z 6 ( "FP GIRO (3)2X4 )2 H (2)2XB HEADER NOTES : a Is NG "75TEEL COLUMN � (2)2X0 HEA ER (4)2x6 COLUMN (3)2X4 COLUMN ¢ I OLU IN FROM ABOVE m (2)2x6 HEADER — — N 1 -All framing is to be in accordance with the New York State Building Code and the WFCM High Wind FROM ABOVE A I (3)2X4 WOOD COLU MIN o F9 FROM ABOVE (3)2X4COLUMN z Addition y I FROM BOVE o /2 All concrete 3,500 psi after 28 days minimum. INSTALLNEW i '� J �� FROM ABOVE p� WINDOW I L NEW COLUMN STE L 3-All rebar ASTM A-615 Grade 60. 6'-4"%3'-0"%iT' I COLUMN 2%4 LOAD (3)2%4 COLUMN (3)2X4 COLUMN BEARINGWALL _ _ _ _ _ _ _ _ _ _ _ _ CONC.FOOTING (4)2X6 BETTER HEADER No 65-(2)175 X 11875 LVL+12"FP GIRDER gs are to be installed on undisturbed virgin soil. _ 4-Footin (3)2xacoLUMN _ _ _ _ _ _ _ _ _ _ the bottoms of all footings are to be installed a minimum of below grade unless indicated otherwise. ( FROM ABOVE I — (4)2X6 COLUMN TT=US— 0 LSHEET S-4) COLUMN FROM ABOVE FILL OPENING WITH NEW 3"O STEEL '4 FROM ABOVE FROM -_ CMU GROUT SOLID COLUMN I (3)2$4COLUMN FROM ABOVE (4)2x6 COLUMN 5-The Engineer is to be contacted if unacceptable or questionable soil is encountered during PIEFROMM'gBOVE (4)2x6 COLUMN PIg excavation.Unacceptable soil is soil containing clay and/or organic material. R NEW T,B"X 2,E'X 9� ty (2)2x8 HEADER v 12"GONG FOOTING c�o p J fi-All measurements are to be confirmed in the field.Discrepancies are to be brought to the attention of the engineer prior to material ordering and fabrication. a 'o 0 -3z _ (2)2X6 HEADER `� 7-All lumber is to be No 2 or better Douglas Fir Larch(N)with the following minimum specifications: m NEW 3"O STEEL o S 0 COLUMN7_1 z o r g o m '? 9 0 (2)2%6 HEADER Flo=825 psi o w (2)2X6 HEADER - I i w Fv=95 psi 5 w Fc card 625 psi L u CLOSE OPENING m N uo p p NEW GMU - NEWT-6'X19"% WITH 2X6 FLOOR E= 1,600,000 psi 1 POLNDAtICN - . a �" I 10'CONC.FOOTING JOISTS@ifi'0.0 FROM ABOVE COLUMN `�" • 0 I Ix /I a o x 8-AII Laminated Veneer Lumber is to have the following minimum specifications: EXISTING SPIRAL p �' BTAIRS TO BE j (2)1.7fiX77.B75 LVL HEADER (3)2X3 HEADER (3)2%B HEADER Fb=2,900 psi . (�)2%4 COL MIN �Gi REMOVED BY --- FV=299 p31 ABOVE OWNER (3)2x8 HEAD Fc perp=650 psi (3)2X4 - E=2,000,000 psi 11 o coLUNN o I COLUMN A 9-AII straps,connectors,plates, bolts,nails,etc.are to be galvanized or stainless steel.Designated zxe LEDGsa �' w 2.1 w connectors,strap etc. on these drawings are made by Simpson unless indicated otherwise.All FROM ABOVE I91 2 I connectors,straps etc,are to be nailedlbolted as indicated by Simpson. @IS - 2X4 ROOF RAFTERS NDJOISTs@ 1s^o,c` 10-Double floor joists are to be installed below all parallel walls unless noted otherwise, 4x4 COLUMN 1 11 - FROM ABOVE All sub floor for the new addition area is to be 314"AC type plywood,tongue and groove,with an APA �2x12c1RDER Ip I span rating D148124. 4x4 COLUMN COLUMN coLUMN 18" BE 12-Solid blocking Is to be installed mid span of all fioorjoists. FILLED WITHODFROM ABOVE WITH CONCRETE l��F -NE 13-A minimum of 2 jack studs are to be installed under the ends of all headers and girders. �S'�P�a J' doNoO 14-Roof sheathing, q"plywood nailed per S4 FOUNDATION & 1ST FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN Plans are prepared by Condon Engineering,P.C. It is a volatlon of[he z New York State Education Law,Article 145,Section 7209,for any 2 - person unless acting under the direction of licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If 0.51684 wZ an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to �OFESStO the item Nether seal and the notation"Altered by^followed by his/her signature and the date of such alterations,and a specifc description of the alteration CONDON RESIDENCE Scale: 114"=1'-0" Condon Engineering, P.C. 1825 SIGSBEE ROAD Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK C_� Maftituck, New York 11952 V Date: 5/812003 (631) 298-1986 FRAMING & FOUNDATION PLAN NAILING REQUIREMENTS FOR 120 MPH,3SEC.PEAK 4X4 SANDWICHED 4X4 SANDWICHED BV(2)2X4 GUST,k THICK ROOF SHEATHING WITH fid COMMON BY(2)2X4 NAIL SHEATHING 4" NAILS OC ALONG LOOKOUT ZONE 11 ZONE2 ZONES ZONE4 2X70 ROOF RAFTERS @ 16'O.0 FIELD 12"OC. 3'O,C 4"O.C. ElRARE OVERHANG PANEL EDGESq•O.0 fi"O.C. 3' "OC, NAIL 4"o.C, O.C.. —_P-0. (2)1.75%725 LVL (2)1.75 X 11 T75 LVL RARE OVERHANG BLOCKING 9� 4- / NAIL 4"O.C. (2)2X6 SANDWICHED BY(2) 2Xfi COLUMNTO FOUNDATION2� WALL SHEATHING NAILING REQUIREMENTS FOR 120 MPH, .' (2)1.75 X85 LVL ':. ---k *- -s- -+ ------ - 3SEC.PEAK' GUST,WITH Bd COMMON NAILS (2)2X6SANDWICHED12'-5'10 BY(2)2X6 COLUMN T°4X4 OR 6X8 WOOD FOUNDATION COLUMN 6io'. SECTION B—B 6,0" 112" PLYWOOD SHEATHING LT AT EACH � /2%B CCA SILLffk NECTION 2, ZONE1 ZONE2 [, JNO.4REBAR CONC BLOCKS SOLIDFIELD f2"OC 12"OC. H GROVT TO FOOTING PANEL EDGES fi"OC. fi"OCO CONTINUOUSO 1 RIDGE VENT ZONE L WITHIN 4 FEET OF CORNERS ZONE2-INTERIOR-MORE THAN 4 FEET OP CORNERS CONCRETE BLOCK _( RR FOUNOATIONWALL 2X 12 RIDGE LSTA128e1ow RRASPHALT SHINGLE ROOF lk Simpson RR Structural CONNECTION DETAIL Ridge/Rafter Tie Detail 2X10RAFTERS @16"O.C. NEWASPHALT SECTIONC—C SHINGLE ROOF SHEATHING 4'OC COLLAR TIES SHEATHING VENT BAFFLES q.00 O N.T S BETWEEN RAFTERS ATTIC 4 Simpson H15 Rafter Tie Detail TRUSS PURLIN 1'0" SEE SECTION B-B 314"PLYWOOD SHEATHING Simpson H15 Rafter Tie Detail ALUMINUM GUTTER Rd0 FIBERGLASS INSULATION 2%B CEILING JOIST SIMPSON 112SA HURRICANE 2"CONTINUOUS VENT TIES ROOF RAFTERS TO GIRDER 112"GYPS M BOARD GUTTER LEADER AT 2X6 RIDGE SIMPSON LSTA36 NEW 2X4 WOOD STUDS @ 16'O,C. b EACH CORNER OF BWLDING(TYP.) I m R-15 FIBERG S IN5ULATION TRUSS JOIST RIM 2X6 WOOD STUDS 16" Header Strapping Detail BOARD 3/4"PLYWOOD D.C.WITH 4"PLYWOOD O O O Til PRO 250111.B75FLOORJO ST SUBFLOOR 1` SHEATHING 314 inch bolls, EXISTINGD)2%fi null,and washers SIMPSON IUT71 JOIST TRUSS JOIST RIM BOARD 2X4 OF RAFTERS (2)2X8 GIRDER HANGERS TT HEADER No.85-(3)1.75 X 11.675 LVL*(2)1R"FP GIRDER AND d NEVI WOOD STUDS@ 1610.0 o SHEATHING AND CEILING O GALV.CARRIAGE BOLTS 2 518" —__—.. 2 IT CCA SILL-CONTINUOUS Z WITH 117X77ANCHOR BOLTS @ 6'-0"0 C.AND 2X12 NEW 112"PLYWOOD CCA RIM JOIST 4K4 CCA W000 COLUMN O (D O 39W" EXISTING 2X6 FLOOR JOIST@16"O.0 SUBFLOOR OVER EXISTING FLOORING NEW 2X6 FLOOR JOIST New(1)5 5"x 1/4"A36 Steel Flllch PlateAM METAL TERMITE SHIELD ONEW(3)2X10 GIRDER •y 4X4 POST AND IXI 1 O 3/4 Inch bulb, IR-19NSULATION FIBERGLASS SIMPSON 112' ANCHOR BOLTS @ fi'-0"O.C. BALLASTERS @ B"O.C. nuts,and washers INSULATION 0 EL NEW FOOTING TO EXISTING GRADE SECURE HANGERS WATER PROOFING EXISTING(3)2X6 EXISTING(3)2X6 GIRDER E I TINGI THN0.3 �— r / SECURE WITH 1fid NAILS iiy// //•'(/did/i�i�/ice/i+ R R 72.O.Q CRAWL6PAGE EXISTING GRADESIMPSON H-2 5A ���� @ -/i✓i/(i/i /A""• FLOOR JOISTS TO GIRDER ETIEe O' O EXISTING CMU L1FOUNDATION m (3)1.76X 11.875 LVL GIRDER ;" NEW 3"CONC.6BAE 1 AND POURED RETE FOOTING - B 2X6 CCA LEDGER WITH SIE"LAG CMU FOUNDATION OW.) 2X 6 RISERS&TREADS 4� .------- ---9------ --Ef' -------- ------_— " -� -- -- ---- —..— ---- ---W — ------. — - -- - —0- -- ------ 3"m STEEL COLUMN BARRIER�OR 8'TYP. 7fi"TNO 4RESAR@16"OC S@16'OC BOLT YP. "CCA DECKING NAILINGZONES FOR ROOF SHEATHING IN 120 33NPOURED CONCRETE FOOTING„ FLITCH BEAM DETAILS WITH 245 REBAR 2X6 CCA FLOOR JOIST MPH PEAK GUST WIND ZONE New(1)55'x112"036 Steel Fli hPlate E%STING CONCRETE SLAB JOISTSIMPSON HANGERS SCALE: 718=TA" 6 SECTION A-A 2X8 LEDGER IST HANGERS 2X12STRINGER 3”No 8 SCREaNS 12"OC SIMPSON CB44 WITH SIT" FRAMING BOLTS AND KWIL SOLTKBII SS 316IVO SO-314 (WASHER WOOD-FRAMEWALL TO RADE(TYP FOOTING TO RADE( BEFOOTING TO GRADE(TYP,) � TO GRAOE(TYP) YP.) 4� a a Yz"PLYWOOD 4X4 POST AND IXI BALLASTERS @ fi"O.C. 1P'OSONOTUBEFOOTING TYP. SECTION D-D _ TO GRADE GLASS( ) 04 WOOD v2"=r-0^ E OF N F{y Y" 2x8 CCA LEDGER WITH SVIAG N1- BOLTS @ Is-0 lBOLTS@Is-0 C. 9" 1}2"Galvanized Plate i cb PLASTIC-COATED PERMANENT 2X 6 RISERS&TREADS CONNECT 4X4 GIROERTO I WOOD SCREW ANCHORS A 4X4 POST WITH SIMPSON �"CCP DECKING CB44 WITH 518"BOLTS AND I I GLASS + KWIL BOLT KBIT 31665 BEE 518.2.714I I A 2X6 CCA FLOOR JOIST X'PLYWOOD DETAIL 4X4 CCA WOOD GIRDER I ?sFo 05)684 FRAMING 2%B LEDGER SIMPSON HUS26 (2)2X12 GIRDER) (4)314 inchg Ivammdbolls, Ff SStPP+ �f n end weNen PLYWOOD OPENINGS JOIBT HANGERS 2X12 STRINGER (2)2X72 CCA GIRDER PROTECTION;THICKNESS SIMPSON CB44 WITH 518" Plans arepreparedb Condon Engineering,P.C. It is a violation of the DEPENDS(1) N WINDOWOPENING WABHER(TYP) WIDTH(I) BOLTS AND KWIL BOLT KBII Y 9 9. / 31665518-2x14 New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 810 SONOTUBE FOOTING Engineer,Architect,or Land Surveyor,to alter any Item In any way, If y/ \1 _ _ _ _ _ _ _ _ _ _ y/ \t / - TO GRADE(TYP.) an item bearing the seal of an Engineer,Architect,or Land Surveyor is t y 3°Nc.a scREws 12"coc altered,the altering Engineer,Architect,or Land Surveyor shall affix to a the item hislher seal and the notation"Altered b followed b hislher Y" y DETAIL GS PROTECTION TO -F AMEBUIO ^ ° signature and the date of such alterations,and a specific description of SHED FOUNDATION OPENINGS PROTECTION T°WOOD-FRAME BUILDING NOTE IRS MAY OF LUSED 5,LUGS NTH NUTS AND 9 WASHERS MAY BE LUSED the alteration. 112"=1'P' ALTERNATE TO 120 MPH CERTIFIED WINDOM INSTALLATION REAR STAIRWAY SECTION Condon Engineering, p,C, CONDON RESIDENCE 1825 SIGSBEE ROAD N.T.S. Scale: AS SHOWN PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR 1755 Sigsbee Road MATTITLICK, NEW YORK Drawn by:JJC C _/� WOOD FRAMED BUILDINGS. Mattituck, New York 11952 V `i' N,Ta. Date: 510/2003 (631)298-1986 CONSTRUCTION DETAILS 2nd Floor Bathroom 3 Anti Freese Tyre i U Hasa Bibb Anil Flee]A Type Laundry I Hoes Bibb Kitchen 1st Floor Bathroom Cellar Bathroom Dish Washer 0 cap 3 4L�: J — HW Ilk -CW Valves & Water Meln elw Drains 7\ ExIst1nqIndirectFlredWater Heater n Celar Dreln 3"PUC Vent I 21,PVC I Vete I 2nd Floor Bathroom Nates: General —'f r I 'All work and materials shall be done by owner in accordance with the Newyork State -TI I j Building Code and Local Plumbing Codes. I I F--j I I , II I 2"Pvc I I 2"PVC \ I1 %"Pitch I f Vent I 1 2"PVC 1 I Vent�J I l I I I I 1 j Kitchen 21.PVC let Floor Bathroom y.'PitchU co I Co I I I I I I co OFN Laundry \-2^PVC FW 2"PVC .S1VSv S. Co p OZ House'Trap VentCO ` 4"PVC 051684 I CO I 2"PVC 0 ROFESSIO •P lJ House Trap PLUMBING RISER DRAWING Plans are prepared by Condon Engineering,P C It is a violation of the / 2"PVC New York State Education Law,Article 145,Section 7209,for any / person unless acting under the direction ofa Iloensed Professorial Through Foundation Existing 4"Cast tion yPlidt Engineer,Architect,or Land Surveyor,to alter any item in anyway. If Existing Elector an Item bearing the seal of an Engineer,Architect,or Land Surveyor is Existlil to Septic Tank Existing Cellar Bathroom altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"A tered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Condon Engineering, p,C, CONDON RESIDENCE C Scale: N.T.B. 1825 SIGSBEE ROAD Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK Maltit �— Date: 51812003 (631) 298-1986 11 952 PLUMBING RISERS J -L- IG- J YN J III , I-A VYC L-� Applicant/ Date Owners Name: 4 Reviewed: Architect/ Date Engineer: J _ (�,tid�r� Submitted: SCTM #: District: 1,000 Section: 144 13 lock: - Lot: (4 Project Subdivision Location: _ !��£;i2ep- ��I l 0. _ Name: Single &, separate Required �/� certification: (Yes/No) Req. �t�[ Req. Zoning Districc (I,ot size: /o� ACulal: 7 h 1 3 I (Lot coverage Proposed Z D6?I Req. ( r Req. (I-wol Yard_Proposed: _) [Side Yard Proposed: J [Rear Yard Proposedf 37 J Project Description: 1AI AGENC=ERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dep New York State D. E. C. r/ Town Trustees V Town Zoning Board approval: Town Planning Board approval: ✓ Flood Plane Elevation??? _ Flood Zone: lira_ X Notes- s NEW YORK STATE CODE COMPLIANCE CHECKLIST �r USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: U �1'' HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS�'/N EGRESS, LIGHT, VENtY/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULEzY//N MEANS OF EGRESSL-�/N ./ PLUMBING RISER DIAGRAMQY/N LOCATION OF FIRE PROTECTION EQUIPMENT: YIN Nam TRUSS DESIGN-YIN CERTIFICATION)& ENERGY CALCS: Y/N c/ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)