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HomeMy WebLinkAbout30438-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31307 Date: 11/30/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 280 FAIRWAY DR CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 5 Lot 14 .35 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 7, 2004 pursuant to which Building Permit No. 30438-Z dated JUNE 23, 2004 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 & GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANDREW & TANYA MCGOWAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2042578 06/13/05 PLUMBERS CERTIFICATION DATED 05/25/05 CUTCHOGUE EAST PLUMB&HEAT Authorized Signature Rev. 1/81 �,,,a,.r � �•n� r r,3a 302005 ?J Form No.6 0 l 9 35 } , 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$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 Date. New Construction: Old or Pre-existing Building: y (check one) Location of Property: tr AY �R. KTe R /v y. I !A 3 S House No. Street Hamlet Owner or Owners of Property: A1YD k CW q— Suffolk County Tax Map No 1000, Section /O 9 __-Block 0005 Lot 0/�• 035 Subdivision _ Filed Map. _ Lot: _ Penni tNo. Date of Permit. e?3�Applicant:__ 4W Raw 44e6-W*^1 Health Dept. Approval; Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate, Final Certificate: (check one) Fee Submitted: $ G- -T.0 a _ 9 3 5 Y A plicant Signature Y co- 313o7 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. 30438 Z Date JUNE 23 , 2004 Permission is hereby granted to: ANDREW JR MCGOWAN PO BOX 76 CUTCHOGUE,NY 11935 for ALTERATION & GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 280 FAIRWAY DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0005 Lot No. 014 . 035 pursuant to application dated JUNE 7, 2004 and approved by the Building Inspector to expire on DECEMBER 23 , 2005 . Fee $ 499 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 town HO,9`3095 Win Road Fax 6' 51 76S•18an ( � 3 P. Q, Box 1179 7y!aohanp 1510) '74&1602 $90thold,New York 11971 Y OFFICE OF THE BUILDINGI INSPECTOR TOWN OF OUTHOLD CaI( T 7 F0l4 ` Building Permit No, r Owner s eprr1ti Plumber% 7aC-Y' G %SMOKA Ct�c�togve F�51 P- X certify that the molder used irk the water FLAT? Y �ymtem contains lees than 2/10 4! 1% 10Ad. um?aar>r 8..a'nii re 3worn to before me Chia �1 day of � ,5 SUSAN J,NAGY Notary Public state of New York Notary Public , county No•4896735 Qualified in Suffolk County Commission Expires May 20C�Z o � cry cJ'rJ'rJ'��rJ'rl���rJ�rJ'cfrJ'dJ�r�rJ�rJ�rncP r�rJ'dJ'cl�crd�cPrP r�rJ@.fcPrJ� o SBY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by DANIEL WILCENSKI ELEC.CONTR. ANDY MCGOWAN �5 5 P. O. BOX 319 280 FAIRWAY DRIVE 5 ee SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 c5 Located at 280 FAIRWAY DRIVE CUTCHOGUE, NY 11935 5 SApplication Number: 2042578 Certificate Number: 2042578 �S 5 Section: Block: Lot: Building Permit: BDC: ns11 c5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,Attached Garage,Outside, �5 5 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 rj 13th June,2005. rj 5 Name 2 Rate Rating Circuit T3Te 5 5 rj Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide CJ 5 5 Sensor 2 0 Smoke 5 Wiring and Devices 5 Outlet 23 0 Fixture 5 5 Fixture 23 0 Incandescent r55 Outlet 24 0 General Purpose j Receptacle 17 0 General Purpose 5 5 Switch 11 0 General Purpose 5 CCC Dimmers 3 0 Receptacle 3 0 GFCI 5 5 seal 5 I of I e7 5 This 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 5 �o�apF SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL 41 '7 [ J FIREPLACE A CHIMNEY [✓ ]�FIRE SAFETY INSPECTION REMARiKS: � , vIr '- Nl- DATE ' J INSPECTOR OF SO4ly0� 3ol�377— ��'cnuxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING X-FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , e DATE INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: First Foundation Inspection Andrew Mcgowan 280 Fairway Dr. Cutchouge, NY 11935 Permit# 30438 To Whom It May Concern: This letter certifies that a first foundation inspection was preformed on the above mentioned property and was all done correctly and is OK to backfill. Any questions please feel free to call. v CJy PI��ry y j JEEA �'9ti cerely � ps ur 2� \ � James J. Ies1a,P.E. a 3 C) JAMbb J. L)tLK&L)N ci, P.E. 260 Deer Drive Mattituck,N.Y. 11952 To: Town of Southold Building Dept. Re: McGowan Residence Fairway Drive Permit# Atter an inspection was pretormed on the above property, it is deemed that all strapping was installed correctly. and meets all building codes. Anv other questions olease call. r a cerely e Pq i \ d, James 7. ) koski fig It t'. v ; rr 92004 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping/Framing/Plumbing Inspection Mcgowan 280 Fairway Dr. Cutchouge, NY 11935 Permit# 30438Z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Fratning/Plumbing Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. Z"'rT�ey ¢ \Jmne r r os E. 'I0 C i 25 v �FESSw JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: Addition Mcgowan 280 Fairway Dr. Cutchouge,NY 11935 Permit#30438 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. NE yo . c Sincerely t zf �\ J es` ; *oski OF THO' TOWN OF SOUTHOLD PROPERTY REWRD CARD ' _ �. OWNER STREET VILLAGE DIST. SUB. LOT G ��" �y/ Cfauiari cIY rq/ WWF �r�;VE �UfC7f0`� UC' GI � C� �� FORMER OWNER N E ACR. r 1,02 S W PE OF BUILDING :ES. ,; ` SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS a D / 1i '1 $ ab` ' Sc/D /f�000 FiR'+v«`� / I pms /o // Lo Lt P ? s /600 /C n/:� �/3 7� ��� P "�po5<f 36J 2 �3�2 �p oar 75�ar� C ��9t y 9� �✓1= or, ,sse o illable FRONTAGE ON WATER /oodland FRONTAGE ON ROAD 3 leadowiand DEPTH `y v nJ ` louse Plot BULKHEAD otal COLOR TRIM !kit inn■tj �iai® ii ■ ■■■ ■■■ ■■ ■■- ■■ J ` ' �i ■■■ ■■ ■■■■■■■v■■■ ; - • ; Foundation Both Dinette PorchPorch Basement Floors oat K. // Interior ,• Breezeway Fire Place /\/a q e ® DR. PatioGarage TypeRoof Rcoms 1st Floor BR. Recreation • • Room Rooms 2nd Floor -_®_ 0. B. Dormer Boulevard Planning East, PC. Architects• Engineers• Construction Management Internet: www.blvdplan.com 32645 Main Road Cutchogue,N.Y. 11935 PHONE: 631.734.2011 August 6, 2003 Southold Building Department Town Hall 53095 Main Road Southold,N.Y. 11971 - 0959 Re: Proposed Renovations & Additions,McGowan Residence, Fairway Drive, Cutchogue, New York To Whom It May Concern, This letter is to certify that the existing sanitary system for the above residence is suitable for the needs of the existing residence, and will adequately handle any extra capacity that will come from the proposed renovations and additions to the house. If you have any further questions,please feel freeA call me at any time. pf OW �( WEY'1 AUG - 6 2003 Tn ^,t�� Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release Id Data filename:Untitled.rck PROJECT TITLE: ADDITION/ALTERATION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:03/09/04 DATE OF PLANS: 03/2004 PROJECT DESCRIPTION: McGOWAN � N FAIRWAY DR. in CUTCHOGUE,NY Wm COMPLIANCE: Passes 7 Maximum UA= 179 Your Home UA= 172 3.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 362 38.0 0.0 10 Ceiling 2: Cathedral Ceiling(no attic) 308 38.0 0.0 8 Wall 1: Wood Frame, 16"o.c. 584 15.0 0.0 40 Window 1: Wood Frame:Double Pane with Low-E 60 0.350 21 Wall 2: Wood Frame, 16"o.c. 400 15.0 0.0 18 Window 2: Wood Frame:Double Pane with Low-E 120 0.350 42 Door 1: Glass 41 0.330 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 362 38.0 0.0 9 Floor 2: All-Wood Joist/Tmss:Over Unconditioned Space 308 30.0 0.0 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consislent 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 are in compliance with this Code. � 2 Builder/Designer �A Y`c�S �£�2kaS�CQ_ Date S d REScheck Inspection Checklist , New York State Energy Conservation Construction Code REScheckSollware Version 3.5 Release Id DATE: 03/09/04 PROJECT TITLE: ADDITION/ALTERATION Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: I I Doors: [ ] 1. Door 1: Glass,U-factor: 0.330 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist(rruss:Over Unconditioned Space,R-38.0 cavity insulation Comments: [ ] I 2. Floor 2: All-Wood Joist(Trvss:Over Unconditioned Space,R-30.0 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 1)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: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I 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: [ 1 I 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. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ 1 I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 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: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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 of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ 1 I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ 1 I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 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) UD to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 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 2: Minimum insulation77ricknessforHl'ACPlpes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tv= Range 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressme/I'emperature 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) nD w,urn• ' 4 � 1 t 1 now or/ormerN Stanley Soifer lit D° 1 I 9 area i forrnerlY or Olsen r 6005 m W •" , '� b f 188,90' 30 ! �� R160/VN /O'Sb NNAP f/IEO INTMEOFfICF OFT 4"Ele F of Ir AD,F OpI,WTYO,Y fFD.MSN AS F!L£Na.6016 s, 13650 �NaaW,N6W U01 2 Ivad 820 __ 10 LP 19}1S �RwAY R[WneN6 YOUNO 1 YOUN * t' 6���E��yp►y�.* b FA 100 OSTRANDER AVENUE, RIV[RHEA W TR[166+D / N /,^D[M W.YOUNG N WI, UN gY...�gNAl agelM. R uI` 1qO fYRV[.On.q.i.R 4C W.114. / [ SURVEY FOR: �+•••+'•• •0d11••b ANDREW ✓. MCGOWAN ✓R. B LOIS MCG ryy.1 O•nyRq.M ntti0x LOr NO! "FAIRWAY FARMS " uuc.a.'..•..ur a -_ rowim u,.rw.u,u uxw,i• �, n.,•n'n"•'�°x."q".".n".`�w... TowN o. lGUARANTEED To: AT CUrCROGUE LO .NaSVR F6S Cpc"oee INtaalWE CV. _ +• SDUrROCD Kuwir`iw��iww�i ari.+s s�n SUFFOLK fA., N.Y. u•x,.,.n rw.......s.�.. a b..w,.•.,•w~w..... SLAL wte .rD. FIELD INAPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) V' y C FOUNDATION(2ND) N y ROUGH FRAMING& PLUMBING L INSULATION PER N.Y. 3 STATE ENERGY CODE y FINAL E 3 ADDITIONAL COMMENTS 3—/ —of f �oS PE , Cel1O m 3 A 4� x � x d TOWN OF SOUTHOLD 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 C3g Survey www. northfork.net/Southold/ PERMIT NO. o Check Septic Form N.Y.S.D.E.C. Trustees Examm, J ined 13 ,20 d3 ie9( /' Contact: Approved,20 03�� Mail to: Disapproved a/c_ I / Phone: 73 Expiration B ilding Inspector APPLICATION FOR BUILDING PERMIT Date ✓!/17 G / 120 a 3 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 co e, gelation droit authorized inspectors on premises and in building for necessary inspections. ( gnature ofapplicant or name,if a/corporation) .31��✓1" /�aln RSC, CGYz,1�05vt (Mailing address of applicant) State whether applicant is owner, lessee, agent, chitect ngineer, general contractor, electrician, plumber or builder Name of owner of premises A)I aee w TSG 17 YOL NI I O4040 ,g4 (As on de 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: // �,Sfl) Ta!/'wet,r 01` v Cv�{-O�lo GG House Number Street 1�Ham et County Tax Map No. 1000 Section_ �09 Block J Lot J 7 • �s Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended us gg and o cupan'y of proposed construction: a. Existing use and occupancy ,j/L ��//Mv/y dwnk w C/i r,? ?!/ 4�G Fo b. Intended use and occupancy ra , �y �CS/et Cn a G 3. Nature of work(check which applicable): New Building Addition__,X _Alteration Repair Removal Demolition Other Work lOO DO (Description) 4. Estimated Cost O Fee N (To be paid on filing this application) 5. If dwelling, number of dwelling units /V�fi Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IVIn 7. Dimensions of existing structures, if any: Front -74- 1 Rear 2 0 , Z Depth Height Number of Stories / Dimensions of same structure with alterations or additions: Front 7Q, / Rear Ai ,2 Depth Height '`/- 2 S Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height /� A Number of Stones 9. Size of lot: Front_a% 7 Rear 2 8 7 Depth 'L 4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /?— 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_X_ 13. Will lot be re-graded? YES_NO ?(Will excess fill be removed from premises?'"Y'�,"ES_NO 14. Names of owner of remises ll e-Gyw.o q Address 00, 'diX 7� CS 440MNO. Name of Architectw Address Phone No-A3$^l0� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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_X_ * 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 ) / / �ObGl !�t% O✓ being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the /J'-f-(q f (Contractor, Agen, 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 be ore me this y�;d2, ay of 20s�'- - r sTUNFF i A New Vrxh of Public owfitied r`tips - Count igna a of plicant Temp F,.gi , .ane 23J� -T3:I:IrT���f� 17TH`-fi'1�-rf TTMIM TfiTJ 'TVT _T'IT B lJ1 DIN V' 1_ Lltl'f 1—1 M -Applicant/ �, cc��,, Date. Owners Name: O a77 �-- Li.�.A�../ 'Reviewed: Architect/ Date 'Crigineer: 5 ubmit ed: SCTM #: Di � strict: I 0 Sccdon: L_G_ 131ock: Lot: Project �1�j�� Subdi��� t I..ocmion: o/rf ti, — Name: ?— Sin&Ic & separate Required certification: (Yes/No) Req. Req. ),/ 7_oning t)is(ricl: (l of size: (�D ncuial: y _I (Lol covcragc�y I'rupa<<J Req. (yam 4 Req. / r Req. Pro s Sidc Yard -3 S S / (I`•ront Pard po e�. J ( Propose-31L (Rear Yard �l I'ropo• dJ(/ 5-7 r- - Project Description: AGENCUERMITS Permit REQUIRED FOR REVIEW �N.A�. NO YES Number Suffolk County Health p 'X" C "' New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Nis 1, - - t - 6 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: / Ground Snow Load:45 c/ Wind Speed: 120MPH J Seismic Design Category:B / Weathering: Severe / Frost Depth:36" / Termite:M-H)Decay: S-M _ Design Temp: 11__Z Ice Shield Underlay:YES / Flood Hazards: USE/OCCUPANCY CLASSIFICATION: t-3 HEIGHT/FIRE AREA: 11-11 TYPE OF CONSTRUCTION: L Jvy oL DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N �^�c hEADERS: Y/N WALL STUDS:Y/N e,6 / GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: ;f MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N / NAILING/CONSTRUCTION SCHEDULI:/YIN✓ MEANS OF EGRESS..Y. N PLUMBING RISER DIAGRAM /N / LOCATION OF FIRE PROTECTION EQUIPMENTY/N TRUSS DESIGN: Y/N —, �IA CERTIFICATION: Y/N ENERGY CALCS(YIN r� TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) r" WINDOW / DOOR SCHEDULE "POSIIRECATAGORYI C MEAN ROOF HEIGHT! 17'-G` MANUFACTURE CATALOGUE NUMBER DESCRIPTION EGRESS GLAZING U-VALUE UNIT AREA IST.FL QTY. IND.FL QTY: MIN.ZOND.D.P. MIN.ION D.P. UNIT 0.P. NOTES S.F. SF. S.F. ES NOlbRI ywB OBL s11NG is loe n3s 15.0 s 3] 3s m MST 144E BBI(i1Ml9Al uwiUOf Rl57NIE0 NoeA�l vs6a o4.rub x= Ina nn Is.o t v m NLL57 w�lo®a1-Ps!>ti1wE 11BGR.10l B3srNim RAGE I GA ypgt581 FMiM]S FAIOw6 p0. Is.] N9 6il bd t 35 .0 ��� qy plpNry.q )n.n 6U nID 3l1 1 )] A EGRESS GLAZING UNIT AREAMIN.D.P. MIN.D.P. MANUFACTURE CATALOGUE NUMBER DESCRIPTION S.F. S.F. S.F. 15r.FL QTY. IND.FL QTY. ZONE; ZONE 5 UNIT D.P. NOTES Bromax los6 oa.IBnB xs Ina Iso 1 3 n ss m lBur weTomww�lrauxa)oe n3srAuao MIX�1 my.) �.MISf x) 1. Is.a I m s] N6f X.1bE 061(B. I]Ai1.V]l MST41m TN7m4Twl SM] WIMIIXG qI M.0 6n L3 ] ]! 73 GBI'f0 9ml M9MNO tll IN. - 116E I 35 IS 0)34.KM.STURBW/)M.vBR.wxT R6'rM1ID ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASINER ANEL SPAN FEET<PANEL Tm TYPE ]FEET BPANe 4� VAN. p1dB8 I6 iB 16 1B 6418 V5 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.14;-1609.6.5 AND TABLE 1609.14) T � WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. I FOR PANEL SPANS: �,- 0 < 4'0 WIDE SPAN 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I,- I ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) \ \ MACHINE BOLT ® 12" O.C. i I II II MULTIPLE SECTION ASSEMBLY: II 1/4" THICK BOLTS ® 2' OC II II I � II II I II •. II _. I I . II _. h" I i• I a' rl SHUTTER ASSEMBLY N.T.S. - d FOR PANEL SPANS: I 4' OR WIDER SPAN II 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD I II (OVERLAP AROUND OPENINGS 4") 15 I 2x4 STRONG—BACKS ® 24" OC II Id•' IJ' I ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 12" O.C. I ' 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS)"GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 16 O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT 0 12" O.C. ------------------------------------------------------------------- -- ---------------------- -------- --------------' n _____________ EXISTING __________ _ FOUNDATION — ry ------- ---- e ,T. GILL IN W/ N RRE NOVEO] i e i r ----------------------------------------------------------- ♦- n i n i i y i _ v � EXISTING------------------------- L'� - FOUNDATION F ____________________ � EXISTING z� O e EXISTING FOUNDATION r �p FOUNDATION -— - - -—- - it J RETAIIJ AR WA ER RUNOFF EXISTING PURSU .TGT EOCD ION 45-10C - - OF THS FOUNDATION;- - --- ---- - ' qq EXISTING FOUNDATION i ---------------------------------------------------------------- ---------------- -- COMB WIT CH PTER +,46" -. � AL1 , O j ��e F------ I, SOUT LDT W CODE. ------------------------ \ a COMPLY WIT L D S OF N EW YORK ST 8 WN CODES . r . A AS RE UIRED A C DI IONS OF .� � � � OUI� -DT NSB tab" SOUTH DTOWN°' ANINGBOARD -------------------------------------------------------- ? - . . . . SOUTNOIDTOWN IRUSTEES FOUNDATION PLAN USE IS UNLAWFUL OCCUPANCY OR N.vs.osc WITHOUT CERTIFICATE PLUMBING OF OCCUPANCY APPROVED AS NOTED ALL PLUMBING WASTE utr`" DATE: 6 WATER LINES NEED �1 qq p� +- TESTING BEFORE COVERING FEE:-_499. fi� BY: �'\< 4%\ N, NOTIFY BUILDING DEP TMRA ENT AT 765.10M 6 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: CERTIFICATION' OF 1. FOUNDATION - TWO REQUIRED m� NAILING I I ATION' OF FOR POURED CONCRETE =,�Fp REQUIRED. 7" '. 2. ROUGH - FRAMING 6 PLUMBING PoA�.°q P� PLUMBER CERTIFICATION 9. INSULATION E 51 ON LEAD CONTENT BEFORE 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF OCCUPANCY BE COMPLETE FOR C.O. OAUEAINARFRSCEATIFICATE ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER NEW SUPPLY SYSTEM CANN07 YORK TATE. OFTHECODEBLE FOR AEOUTAED YORK STATE. NOT RESPONSIBLE FOR EXCEED 2/10 OF 1%LEAD. ALL E REQUI,IDTIThN SHALL DESIGN OR CONSTRUCTION ERRORS. MEffTTHEREQUIREI -SOFTHE ppdESOFNEW Yr STATE. MCGOUTAN RESIDENCE ADDITION SCALE 3/16" = I'O" PAc-E I OF e FAIRWAY DRIVE, CUTCHOGUE March 09, 2004 JAMES DEERKOSKI M. HAND 22'-0" Ib A \ Je� ro wao�ukuwG 28'-0" O STOVE A Qj = JOE 3CAd v yU p a v k c o 0 O o O 8. Oii & 4•• 11 8.. 4. 6.. - PR�vIOE 4><a O FasT TO RInGE m �anb 3oAb .9 - sTErll scan s IUD O O + � raJr mno Is^waou- 116 .06 6I) PkOVIrJE PROVIDE `\ v JXJ POST S , a rJ PCcT TG RIDGE 2'-10" 2'-}'� iO RIDGE /\ ry / \ / ` V — T FRC AAAA ,TAYF 1-✓ Irl ® iR 541EF_TRCCK OIJ \/ q' CONVERTED GARAGE waus.wwuG ' _ TO MASTER BEDROOM I � O r a I 3-O O —�O NEW GARAGE h1 O - o.�R w, O s.c 4lumvs ' V ry IarAxs.ln�vJ uEaoER 30Jbd 14' O" FLOOR 'PLAN u MrGOWAN RE5IDENGE ADDITION 50ALE 3/16" = f0" PAGE 2 of 9 FAIRWAY DRIVE, OUTOHOSUE March 0% 2004 JAMES DEERKOSKI M. NAND 2' p" 24. O" 2-0" ---------------------------------- 0 10 30 C U U 5 e 2-1/4 +. I� 0 � > X l` C1) -]/4X14" LVL RIDGE 4X6 PO5iT TO —� _ O _ O (} 4X6 POST RIDGE cu — — TO M X m RIDGE D N 12 a PROVIDE MIN. 3' HIGH RAILING OR I/] WALL JPy ap v 4° u s r) x z 12 � Il/ �]XIO RR alb"OG 4X4 POST TO RIDGP_ ROOF LAYOUT 28'_O" ATTIC (OVER GARAGE) MCCsOWAN RESIDENCE ADDITION SCALE 1/4" 1'O" PAGE 3 OF 9 PAIRWAY DRIVE, CUTCI40SUE March 09, 2004 JAMES DEERKOSKI M, WAND _ PROVIDE (2) 1-3/4X9-1/2 LVL 1 HEADWRTO SUPPORT ADDED -� L L z RIDGE. USE W/ (2) 2X4 JACK STUDS EL�111__1 i-L \ ON EACH SIDE OF HEADER IT_ 1-I�_ PROVIDE (2) -3/4x11-T/@ / z 11 11 1 LVLS UNDER EXISTING RIDGE —� INSTALL (211-3/4X14 LVL5 -N L UNDER EXISTING RIDGE l' / \\\ - _EXISTING / J EXISTING ROOF / 4 REAR WALL TO HAVE FIREELOCKING AND ROOF 2XS CJ 916�OC 2X5 CJ alb"OC SHEETROCKED W/ 5/a" TYPE-X 5HEETROGIC �a INSIILATI0 R30 INSULATION L _ / \ _RELOCATE EXISTING CEILING- JOISTS R21 INSULATION UR21 INSULATION S / \ � 5NAPVENT (FOR AIR C ON) \ j —USE W. SNAPVENT-- � _ (FOR AIR CIRCULATION) V _ WOOD BURNING OVE INSTALL AS pMEXISTING HFARIWALLS/51DING- 61PeaFTu To IN El EXISTING SIDING _i a"RncK; �F— \— INSULATE WALLS 11LLJJJJJJ ILS IL-V �___ nwIry FS<olrt l- INSULATE WALLS W/RIS INSULATION u"oN sloes aF ' W/ RI5 INSULAtION[LPF7i srnv.uulr - - 9-112 WOOD-I FJ alb OC = INSTALL FLOOR SYSTEM TO BE INSULATED W/R30 IN15ULATION ^e EXISTING FLOOR SYSTEM INSULATE W/ EXISTING FOUNDATION o Ria INSULATION SECTION ION ,4,4 ANCHOR PT SILL PLATE TO EXISTING FOUNDATION WALL (ADJUST SIZE IN EFLDI. PLATE TO BE ANCHORED WITH MIN, 1/2"x4" WEDGE-IT _ _ _ _ 1 .^`, STEEL ANCHORS W/ NUTS AND WASHERS -36"00. a p6 L E_PROVIDE (2) PT LEDGER AGAINST CONC. WALL UNDER JOISTS SECTION 6FOR ADDITIONIAL SUPPORNAIL IN PLACE W/ 3" FASNERS X16"OC PROVIDE BLOCKING BETWEEN EACH JOIST ON ENDS A we' 00 ANCHOR WOOD-I JOISTS TO EXISTING EXT. WALL STUDS, PLATE . LEDGER. RIDGE VENT (D 1-3/4X14 LVL RIDGE ASPHALT ROOFING ICE/WATER BARRIER UNIDERLAYMENT _ �- J I/2" COX SHEATHING -- 45PHALT ROOFING — �' 15A FELT UNDERLAMENT /' / 2>CIO RR aI6'bC J — 1/2" COX SHEATHING �` .= SIDING TO MATCH HOUSE 15" FELT UNDFRLAYMFMT SHEATHING UNFMISHEp I/2" GDx SHEATHING h"a rnarvwi _ STORAGE 2X4 STUDS n16"OC ROOF i — 4 - - "3' HIGH RAILING AILI IINI�IIII TIIIIGIIIIDII�III�IOIII�IIIIRIII�IIII IIIIIII�WDIIIIALL IJLWIJLII_IO __ _ ATTIC + _ _ FLOOR; 3/4" SUBPLOOR - - �JJ WOO 4" WOOp-1 a12"OC _ - 113" IFAI. WM SHO k' -" FIRETFLOOR — 45 MIN. F.R. DOOR ® E3 W/ S.C. HINGES `--' I -GARAGE- - _z STAIR WELL ^�a 5/e' TYPE-X VIII'r�yl����L�y�---{{{����I11 J2X6 UD PLATE Ip P.R. 5/R ON BAF.EMENI' 2)c4 STUDS 916"OG Ql � WALLS t CEILING TIL I1`II11-JI'll s=== PROVIDE FIRE-BLOCKING I UP WALL FRAMING >TO APROVEO SEP csVST L ^ ^�zC � 'I SLO "11E"P PoOT ITCH OORAIN III PLUMBING SCHEMATIC I- SILL. NTA-- 2X4 PT PLATTE - SILL GASKET _ TYPICAL GARAGE FLOOR ^ TERMITE SHIEILD - '� 4" CONCRETE SLAB c/w ' - S" CONC. FOUNDATION FIBRE MESH REINFORCEMENT '' DAMPPROOE EXTERIOR Z 6 mil POLY VAPOR BARRIER 16"X5" CONC. FTG. COMPACTED GRANULAR FILL SECTION CC MCGOWAN RE50ENCE ADDITION SCALE 1/4" 1011 PAGE 4 CF 9 FAIRWAY DRIVE, CUT040GLIE March 09, 2004 JAMES DEERKOSKI M. HAND / 0) 4 o i O \ FRAMED do isu CxARA�E 0 eo STY. FR. NOUSE �e }A W. ORIG=INAL SURVEY ESY: \\ W 0,- YOUNG 6 YOUNG LIG. LAND SURVEYORS CJ/ LIG, NO, 12845 / 45693 DRWN, SEPT, 18,1981 \93 \ 5URVEY I"iCGaOWAN RESIDENCE ADDITION SCALE 20' = ISO" PAGE 5 OF S FAIRWAY DRIVE, CUTCHOGxUE March 09, 2004 JAMES DEERKOSKI M, HAND Tim - - - HUI Ell -HE FRONT ELEVATION - - - - - - - r - - I TI -- -- - I ME- V-1 l REAR ELEVATION MCC30WAN RESIDENCE ADDITION SCALE 3/16" = Ib" PAGe 6 of 9 FAIRWAY DRIVE, CUTCHOGLIE March 09, 2004 JAMES DEERKOSKI M. HAND Y,; FF Lai17 r Ft _ F -- LEFT ELEVATION RICHT ELEVATION I� � 7 \c MCGOWAN RESIDENCE ADDITION SCALE 3/16° = 1-0" Paye -I of 9 FAIRWAY DRIVE, CUTCHOGUE March 09, 2004 JAMES DEERKOSKI M. HAND R WIND LOAD BATH--, CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES FRE GOI'IMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LEAD CAPACITY. KING STUDS ENOWAL / RAFTER- CRIPPLE STUD �, \ / - V /✓, WALL STUO A ,HEADER — RDGE LEDGER -� V BOTH OM PI ATE ;AA N SIDEWALL - /\ � '4`T \ \ VI BATHB \' 1V DOUBIE,IOIST I( JAG6N06 \ yI^yI1\�II ��� FI POP USP NUMBER DLSCRIPPON gPPLILATION J \\ nll \ 1 RAFhR _ ( \z �\ MAT 55 HOLD DOWN CONNECTTO ,SIDE Of ALL CORNERS J \\VVIJHYIJ�r / J \ \ ANCIiOR TO FOLSOATION W/ANCHOR BOL f9 _ YI�VVV \\ CONNECT rOlslo - HOLD DOWN BOTH BOT PLATE OF 2IVD LOOR TOP _ _N USE GS LS f 1 _DESCRIPTION APPLICATION IO CATIONUSPNUMBER DESCRIPTION MPLICATION RgFTER9FLE U5PNUMeFR OESCRIP110N APPLICATION 2NO gp55 ANCHOR PLATES FLOEORD TOEACH OTHERWITHREgDED ROP. ALL OPECORNERS ON TryALL WG5 Rl00R RT] TYUOWFISHER20gq STRAP APPLY TO C-ACH JACKSTUD RCOF LSTA2q 1-1I4'x2h"20ga sTRAP gPPLYOVERRIDGETOC-qCH RAFTLR 2x6-pa9 L926 IBB a SLOPE HANGER gFPLYiO EPCHRATION DGER BATPII9PA DUBS TO I LAVE A DOUBLER OOR JOISTS UNDER FOR ADDED SUPPORT N ANCHOR gPPLV I'O EgCH CRIPPLE STLD 2XiC LL21D 1Bga SLOPE MAN6ERAPPLYIDEALH RAFTER/LEDGER SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH(2)JOISTS UNDERWALI. RAFTER y . WAR D—► 2ND FLODRWALL 1 \ \ _ WOODJOISTBLOCKING - - L STUTDP Pt ATC WOOD JOIST L / METAL STRAP -- / - WAL STUoE J L L cIROBWHEADER \ wOOD JOISr WOOD GIRDER HUBCAPS - FILL FLATE(SI / LOCATION USP NUMBGR pE6CRIITON MPLICATION i FOUNDATION —� A"-fi"RARER RT10- 10-Y4"e16ga TYpOWN ANCHOR EAOCH RAFTER ALL,IOISTS CONNECTED TOARU6H HEADER TO BE SUPPORTED WITH PRpVIO _ THE PROPER STEEL CONNECTOR C BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 6"-12"RAFTER Ri20 21-119"r20ga.TYOOWNANCHOR CUNNECT TO IFABIP,SET FIRHEPRPER STREET CONHIGHERTHANIVL HEADERS OVERBEARING WpLL9 AND HEADERS - - - - IST LOOR WgLL EACH RATER TO ALLOW FOR SHRINKAGE. RAFTER � GIRDERIHEADER --o \\ \\ C\ \ \ 7- LSTANS A24ER t-014" UNSST TALIA O' OSFLOOR JOIST DEPTH U6L6TAERLRIP70NRAP NATAHLALPHK65 OLESCRIPTION APPLICATIA. IRJ x&'2pga STRAP AND JACK ST TUU9POSTICOI UMN NTNG^uENING9 INALLLLA"2CiOP PLATE / J019TA30 1-11A x30"i6ga STRAP AND JACK5TLD5 6'-i6" MSTA�I6 1-10{"x46"tEe STRAP ANp JACK STUDS ON AIL OPENINGSONALLOPENINGS 1- NSTALL 4'p"OL 1/4"x36'16ga.STRAP ANp TALK 5fUD5 WALL STUD ON ALL OPENINGS GIRDER/HEADER / FA- ATION USPN UMBER pESCRIPFIOIV _ APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION / NPLAM RIN' TYDOWN,W LHOR 'CONNPCr EACH Ax SOLID CUR P135AA'PB9EA41 KCA4 POST CAP ANCHOR APPLYTUEACH COWMIV _ FATTEST. PL ATE 6i6 SOLID CULUMN PB666I FB6E66I KC66 PO5TCAFFMCHOR APPLYTO EACH COLUMN NJALL 6PTH4 6IDpPill ATE ANCHOR ICONNGLT OVGR HOLLOW LOW MN SIMPSDN 6TRR112 HC ANCHOR APPLYTO EACH COLUMN LOCATION USP NUMBER pE6CRIPTION gPPIJUTION PLATES TO EACH 9TO0 JUIST FUGIROF_EN EAGER RT10 M1pWNANLHORICONNECT TO EACFIJO> TYP CONC.FOUNBATION / 1 A CONC SLAB DAMPPROOf EXFF.RIOR EMIL POLY / EMIL POLY ON EYTERIUR - GRANULAR FILL y / $FEEL COLUMN—�� SFIT PLATE r/ GIRDEWHEADC-R / U ' CORO ILAS — Y, 4 � TERMITE SHIELD ( h ° SILL GA51(ET POST- COMPACT FILL KEYWAY FFOOTINc POSTIcpWMN p C\ CONS FTG — REINFORCING BAR � \ RIM/DECKJOIST- II-o p 0 P DRAIN TILE- � p TYPICAL CONE FOUNDATION APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING MIN C'STEEL COLUMN ANCHORED iO bI'�D4'x16'CORE FTG. U6EMIN (2)1D-DIA GALV BOLTS WITH WASHERS AND NUTS USEMIN (2) 112DIA ON V BOLTS WITH WASHERS AND NUTS COLO SLAB 6X619,16 ANCHOR BOLT CONNECTION E WwM COMPACT FILL ANCHOR BOLT CONNECTION FOUNDATION pl0.ANCHOR DOLT i � SUPPORTING MNXII SPACING GIIipEI [J / $ILL PLATE TO FOUNDATION j / PT PLATE / CRAWL SPACE UR FOUNDATION ,STORY p2"OC POST �/L [ -- DUN SILL PLATE EUR TO F_TROUNDATION OC � 1- GRME Tom- , e _ WALL BOTTOM PLATE TO FOUNDATION 25TORIES COUNDI fi 12 6%D W W M ► G $Lqp- - 1�2 STORIES 57 CC J USE WITH 3.SQUARE WASHERS 2'11 2`1 l � . CONCRETE PIE 1 REINFORCING BAR \ A (USP LBPDDfi OR BP583 CONCRETE LOOTING g. V DRAINTILE �}�--REINFORCING BAR TYPICAL CONE MONOLITHIC FOUNDATIONREINFORCE WITH(2)M REINFORCING BARS THICKEN SLABS BENEATH SEARING WALLIS AND COLUMNS LOCATION USP NUMBER pESCRIFTION APPLICATION LOCATION USP NUMBGR DESCRIPTION APPLICATION REINFORCE FOOTING WITH(2)1H REINFORCING BARS 4X4 POST PAUA40R WE44 P05TI BEAM gNCHCR APPLY TO EACH FOOTING 2'6EAMS PAU4A OR WE4hPp5T/BEApA PJJLHOR APPP/TO EgCH PIER GX6 NET PAU660R W66fi POST/BL\M gNCHOf1 APPLY TO EACH FOOT NG 3BEAMQFAU660RWE6G PO6TIOEAM ANCHOH APPLY IOEACH PI@R MGGOWAN RESIDENCE ADDITION SCALE NONE E=aGF 8 OF 9 FAIRWAY DRIVE, CUTCHOGUE March 09, 2004 JAMES DEERKOSKI M. HAND n ENEAL ©'r lam' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: I� 1) RIDGE-TD-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLA551PIOATION R3 RESIDENTIAL 1-414".20 gauge strap shall be attached to each Pah of rafters In accordance In table 3 4. NAIL NAIL JOINT DESCRIPTION NAIL BUILDING USE RESIDENTIAL DWELLING When a collar me Is used in leu are ridge strop,the number of 10d common nails required QTY SPACING CONSTRUCTION NOTES: In each and of the collar tie need not exceed the tabulated number of Bd nails In the strap RAFTERTO &WALL 3-6d COMMON EACH TOE-NAIL BUILDING HEIGHT IVO V TDP PLATE 10'WALL_4-Rd COMMON RAFTERTOTAL SO. FT. OF CONSTRUCTION 1540 ar vew Aooniou ecnRacE/sroFacs/ uiE SF FoanFE aARace coevi=_RTeo m EeoRaan 1) Tbemforadi ion within We set of mmshul documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY CEILING JOIST e'WALL 3-Bd COMMON EACH intent and framing details.They are Intended as a construction aid,nota substitute Lateral framing and shear wall connections fir rafter,telling or muss to lop plate shall be In TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.5. RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building Practice and compliance with current New York ecmrduarmttable33 Whenarafteror lmssdondl tall in linewiN studs below,raftnm TO TOP PLATE IWWALL 4-Bd COMMON JOIST _ IeeD Bi HIGH WIND EDITION WOOD FRAME CONSTRUCT ON MANUAL State building codes.The General Contractor is responsible for providing slendard or trusses shall be attached to the wall top plate and the..It top plate shall be Whicond to CEILING JOIST TO AS PER TABLE 37 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES constructed details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections Roofs overhanging the rake side oflhe building PARALLEL RAFTER WFCM-SEG LAP NAIL sound and a weotherpmof mmpleurd product shall be connected with upliftmnnerlmns In accordance with table 3.3c CEILING JOIST LAPS AS PER TABLE 31 EACH FACE EXT. BALCONIES 60 2).The General Dartmoor is responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY OVER PARTITION WFCMI-ABC _ LAP NAIL DECKS 40 meets current federal,state,county and Ideal codes,ordinances and regulalmns,etc. Wall studs above and studs below a deal shall be attached with uplift wonderful in COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS w/o STORAGE 10 These codes are to be considered as pad of the Specifications for this building and accordance with table 3 Be When walletuds above do not fall in line with studs below,the TO RAFTER WFCMt-BBC END NAIL ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS should be atlhered to even if In variance with the plan studs shall be attached toacommon member n the no.,assembly with Uplift connedors in BLOCKING EACH TOE ROOF (GROUND SNOW LOAD) 45 2-ed COMMON !LIVE LOADS PSF) (OTHER THAN SLEEPING) 40 accordance with table 33 TO RAFTER_ ENO NAIL ROOMS 3) Dimensions shall lake precedent miBaled drawings, RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-1fid COMMON END NAIL ROOMS (SLEEPING) 30 First wall studs shall he connected to the louom ndaf ,sill plate,or bottom plate with uplift STAIRS 40 4) The designer has not been engaged far consct truma supervision a ad ascumesu. connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 6AURDRAI -5 (ANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade,15 inches in masonry block foundations,or lapped under constmation means,methods,techniques,sequences,or procedures,or for safely the plate and nailed In accordance wird table 3 W.Whan steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORY precautions and programs in connection with the work.There are no warmalies for a bottom lata,3inchs square washes shall be used with the anchor bolts.Anchor boll QTY SPACING P 9 LOAD PATH SEE CONSTRUCTION 4 GENE D PATHSSA CONNECTION specific use expressed onmplledmthe use of theseplans spacing fists be to he acedbet inane Inches table 32a1d addition tosparing,a TT PLATT TO 2-tfi�d COMMON PER FACE NAIL (ROOF- FOUNDATION) DETAIL AG 4GENERAL NOT AGE anchor bolls are ld he spaced between cr121nches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 5).Refer to the Window and Door schedule for exterior openings comers TOP PLATES AT JOINTS FAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE 4-1 fief COMMON INTERSECTIONS 6) The General Contractor ismmLL EA SIDE NAIL EGRESS 5EE FLOOR PLANE AND WINDOW SCHEDULE or ensure that masonry or prelanded(replaces meets 5) TYPE SHEARWACONNECTIONS SiUO TO 24" FACE Sym.: exceeds manufacture's specifications and applicable codes Type l exterior shear walls win a minimum of 7116 inch wood slrucluml panni on the extend! DD OC NAIL FIRE P 2-laid COMMON ROTECTION SEE FLOOR PLANS attached with ed common mads at 6"o c at the panel edges and 12"re In the field,and (SMOKE 4 CO2 DET OTCRS) ® _ 7) The General Contracterista consult.,in the mwou fur all butl4mrsona 112 Inch gypsum wallboard on the interior attached with 5d cooler nails at7-ac atpana[ HEADER TO 16WCOMMON 16"OC FACE T USS RESIGN N/A - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,Pont,,,closets,tams,etc. edges and 10"o c in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 315.-b TOP OR BOTTOM 2-16d COMMON PER 2.4 STUD END ENERGY CALCULATIONS RESCHECK 3.5 111 1 B).Wind load requirements shall be taken Into account doom,construction PLATE TO STUD j3-1Be CCN PER 2x6 STUD I NAIL _ 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS_ BOTTOM PLATE TO FOUNDATION NOTES: Type 11 exterior smarmalls shall meet the requirements of table 315a-b times the appropriate FLOOR JOIST,BANDJOIST, 2-ted COMMON PER FACE NAIL length adjustment factors In table 3.16 FOOT SEE NOTE 1? END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of mored floor(e)above typical funds. 7) INTERIORSHEARWALLCONNECTIONS FLOOR FRAMING: GROUND WINO SEISMIC FROST WINTER ICESHIELD Allowable steaming lengths provided in(able 3.14 shall be permitted to be increased when FLOOD 2).All footings to rest on undisturbed(virgin)soil interior smimmils are used Sheathing ands ndechume shall be in accordance with JOINT DEGCRIPTION NAIL NAIL NOTES SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 24.4 2 and 224 respectively NOTYAL SPADING LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 3) Provide 112"expansion joint material between concrete slabs and abutting JOIST TO 4-18dCOMMON PER TOE MODERATE SLIGHT TO concrete or masonry walls occurring in exterior or unhealed mlenor areas 9) CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE DR GIRDER PER NAIL 45 LBS. 128 B SEVERE 3 FT. TO HEAW MODERATE 11 Aw Header duffer girder runnecfons shall be attached With Uplift connections in accordance 9 P BRIDGING EACH TOE be Any draw with IMtewalls i Wlandarhed a ..seg provedepmrdure shall with table 35 Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-lad COMMON END NAIL be Unlalled essothiermsee-baq t o"long on E.Use approvede Cimmnnslallo 85 BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 2-aid COMMON 5).Unless otherwise noted,all slabs o l grade to be 2500 psi Concrete te be g CATHEDRAL CEILING ASSEMBLY TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE poured ono inch luck sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs ) o. g SHEATHING LOCATION NOTES ' to be minimum 3-112Inchthick. Wchore rid itis toteu boom spawn estom the be a ch nuffer- -and BLOCKING TO EACH TOE AT PANEL EO GES SUPPORTS MON PANEL FIELD LD 3-116d COMMON anchored on top of the beam or slope wnnecldrs shall be amachetl m each rafter-to-ntlge SILL DR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ad COMMON @ 6"O.C. ed COMMON @ 6"O.C. SEE NOTES_1,3 fi).Crawls aces to be mvitletl with a minimum 1d'k24"access opening.Install one along the open ceiling part of the building Connections to the ridge and wall shall be be LEDGER STRIP 3-116d COMMON EACH FACE SEE NOTES 1 (BOTH FIELDS) P Pattached with the above requirements TO BEAM JOIST NAIL INTERIORZONE ad COMMON @ 6"0 G Bet COMMON @ 12"O.C. e Rx'16 pet iron foundation vent for every 150 sq ft of area NOTE 2FOR PANEL FIELD DECK AND COVERED PORCH NOTES: JOIST ON LEDGER ad COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @4"O.C. ad COMMON @4"OC SEE NOTES'1,3 7) Damplont exterior offoundation wrth bituminous mating as per section P.406 of TO BEAM JOIST NAIL -- NYS RealidenfelCoaslruCMaCode A6-mllpolyelhyleneFlat shallbeapplied ever 1) Unless otherwise noted,all framing material to be 41 ADD pressure treatedlumbeo BAND JOIST PER END NOTES to hot..grade portion ofexlenor walls Pa.,to tackfilling At fasteners,hangers and anchors to be galvimzed or stainless steel TO JOIST 3-116d COMMON JOIST NAIL — BAND JOIST TO: PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 8) Drainage as per section R405 ofNY5 Residential Construction Code Gund arder.s on concrete oisls lobe be encored pact proper eeersand et cessios SILL OR TOP PLATE 2-find COMMON FOOT SEE NOTE:1 FRAMING NOTES i i.Concnte with a piom nimumlbe anchored with anchor boll Wihaeclms anchored the For reef sheathingge in 4 zone et ttafthentsrea er shall be he In uding bfeet on each side of the roof peak, into concreN withaminlmum 112"diax7"Tan anchor toll with warners and nuts ROOF SHEATHING: the4fact perimeter edge zone attachments requlletl shall be used 1).All framing techniques and methods as prescriptive design of 1995 ABC High Wind NAIL NAIL ase a minimusuppom ling girders shall anchor bred tea l2"x12"x1d Nick concrete footing JOINT 2) Tabulated members a nail spacing assumes sheathing shall berducedttr inches a Qrnenibers with 6>0 49 Edition Wood Framing Constmcllon Manual Usea minimum ll2"did x7"long anchor boll wird washers and nuts Footings Shall be 311 DTY Sl For naming members with<042<G<049,the nail spacing shall be reduced to 6rnches o_c below grade_Porches with covered roofs shall have 12"did concrete piers for the girders. STRUCTURAL PANEL Bd AA PER TABLE 3 B 2) Unless otherwise noted,all framing and sVuctuml wood material to be k2+BTR. WFCM-SBC 3 Tabulated 4 inch o c nail spacing assumes sheathing to rafter l hors framing members with G> Douglas Fl, 4 Deck disk to have blockingal 8'0 Or, ) p B 9 9 849 For ) ) CEILING SHEATHING: framing members with 042<(c049,the nail spacing shall be reduced ld3inm,esdc 3).Floors,walla,ceilings and rafters to be spaced at 15 inches o C.unless noted 5).A minimum of 10 inch flashing shall be Installed between the building and ledger NAIL NAIL otherwise. LedOmtnbefastened tobuilding with ln"dia.bdllswithwashers and III JOINT DESCRIPTION OTY, SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where nestled GYPSUM 7" OC EDGE 4) Unless Otherwise noted,a(I)amid,wall he (2)f ll be(P)2.10 R2 a BTR.Doug.Fir Sd COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE Bearing wall h headea, have e(jack studs and d(full length studs an each side of all WALLBOARD t0"O.C.FIELD SHEATHING LOCATION NOTES openings.LVL headers in hove(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum fi"above grade AT PANEL EDGES SUPPORT_5 IN THE PANEL FIELD openings Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: SEE NOTES.1,3(BOTH FIELDS) T).All foists to besuppoded with hangers and anchors.Each Joist shall also be anchored 4'EDGE ZONE Bit COMMON@6"O.0 ed COMMON @12"OC openings between 4'1 and 6'0 and 2x6 wall openings between Sit I and R'9 Provide fire to gnderts) JOINT DESCRIPTION NAIL NAIL NOTE 2 FOR PANEL FIELD sad hloclung where applicable QTY SPACING INTERIOR ZONE Bd COMMON @ 6"D C Bid COMMON @ IT O C SEE NOTE:3 5) All Rush bemedheadms to be installed wird heavy duly gets imzed hangers and B).Covered Roofs shall be assembled and anchored the same manner as atypical building STRUCTURAL Bit COMMONI AS PER TABLE 3.9 NOTES ars nchowhore applicable to all cmnnecmng joists PANELS WFCM-SBC PLUMBING NOTES 7116'CAR fid COMMON 3 O EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 6) Double I Roo,1.1.1.underwaIts that run parall Ito the floor joist and under bathtubs OAll water supply,drainage and venting to be Installed as per N Y.S.Residential PLYWOOD 6 0 FIELD Fla....have ceramic tile inelalied shall be verified for impar load com.1tyunims noted Construction Code. GYPSUM 5d COOLERS 7" D.C.EDGE 1) For wall shoothing within 4 feet of the comers,the 4 fool edge zone attachment requirements shall on plans WALLBOARD 10"O C FIELD be used. 2).Verify septic system with the Engineerfor Sol Penney Health Department approval FLOOR SHEATHING: underallde lfroa lwallsdging In Roorjoists at are oc Use sohtl blocking In Roorjolsts cut out 1\ J 2,0.49.Tabulated l2mchearrimnail winDassumehesheathing .ca shelf tbe reduced dcedto Amends anter all bearing walls. 3) lfwall sure, ateplates Warning ainds laestopr during id woman t for any Plumping related work, NAIL NAIL GG 0.49.Fmrimmin members win D42<GK,the nails g provide adequate bracing and platesthpmtecl and secure the structure Verily wird the JOINT DESCRIPTION OTY SPACING 9 Pacm ssM1al be reduced lofimches o.c. 8) Provide insulation begins at save vena between rafters Install dmfs blocking as stale rode and manufacturers recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"OC EDGE 3) For exlenor Panel siding,galvimzed box nails shall be permitted to be substituted for common nails. nestled. ad COMMON HVAC SYSTEM NOTES TOR LESS 12"0C FIELD 9).Unless olhervarm noted,all mots and walls to have a minimum 1/2"Nick 4-ply Fir II II II //��dLL I }}�� %"<', ., �i 1).Mechanical subcontractorris respmnslble foradheanng to all applicable codes antl rotary WT��4� LEGEND py7`'i1', CD%exterior sheathing grade plywood Plywood to rover over plates and heatlers NOTES: _ �. , ,f" requirements 10) Unless otherwisenoted use 14"thick TBG PTA Flt or Advanlech plywood sub0mor THESE NOTES ARE ONLY TO BE REFERRED TO IF / 4_' '^L 2 HVAC subcontractor is to full coordinate all data and requirements with to MENTIONED IN SCHEDULE NOTES ONLY adhered with PL400 adhesive and screwed to floor tall Finished floor lobe msNlled ) y y q NEW WALLS O t over subduer as per manufacture's instructions egmpmmrl supplmr P 1J.Nailing requirements are based on wall sheathing EXISTING WALLS i 1).All bathroom walls to have 112"thick moisture-resistant sheelmck Geroge waits and 3) HVAC subeentandi to premde final system layout tlmwing and submit It Is the General nailed 6"on-center at the panel edge If wall sheathing C1 is nailed 3"nncenter al the anal ed em obtain higher `:'4\ renins and over Nrnace to have 518"thick( Contractor antlawner for Mal review and approval. P 9WALLS TO BE REMOVED C — — _ _ ._ 7 t - —9 'J g be and All other of bwldtng shear capacities,nailing requirements for structural t , u to have regular 112"shee[mck Allwallsm be tapetl and(coshed. members shall be.doubled,or alternate connectors, ELECTRICAL NOTES: 12) All .of With.also less than 412 shall be Installed with..Ica B Water barner or 1).All electrical to be inslalled as per N.Y.S ResidenMl Construction Code su of as shear plates,shall be used to maintain lead pall,. N,;\ ��,^,➢(Y approved equal Flat amid shall be applied with v Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connectetl ^^--" r� torch down type material over 2) All electrical work shall be approved by a qualified Underwrrer members,the tabulated number of mills shall be permitted to be reduced tot-1 fid nail per foot be i All sill plates and wood in contact with concrete i ebe shield treated eq Plates to 3) Install Brooks,Residential Cors and Carbon Monoxide detemorsthroughout as per section R317 he inslalled wrth a loam sill gasket and coPr-lex termite shield or approved equal o!N V A Residential ConstrucVon Code Mr-GOWAN RESIDENCE ADDITION 5r-ALE NONE PAGE 9 OF 9 FAIRWAY DRIVE, CUTCHOGUE March 09, 2004 JAMES DEFRK05KI M. HAND