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HomeMy WebLinkAbout37526-Z Town of Southold Annex 7/5/2014 A P.O. Box 1179 54375 Main Road �E7 Southold, New York 11971 04 .xrrtxt CERTIFICATE OF OCCUPANCY No: 37005 Date: 7/5/2014 THIS CERTIFIES that the building ALTERATION Location of Property: 630 Southern Cross Rd, Cutchogue, SCTM #: 473889 See/Block/Lot: 110.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/10/2012 pursuant to which Building Permit No. 37526 dated 9/19/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: minor alterations to an existing one family dwelling as applied for The certificate is issued to Courtney, Sean&Courtney, Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37526 6/30/14 PLUMBERS CERTIFICATION DATED 12/4/13 All PQpts Plumbing&t4g. Autho ' e i ture TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37526 Date: 9/19/2012 Permission is hereby granted to: Courtney, Sean & Courtney, Carol 630 Southern Cross Rd Cutchogue, NY 11935 To: construct minor alterations, including a living room extension & mudroom addition as applied for At premises located at: 630 Southern Cross Rd, Cutchogue SCTM # 473889 _ Sec/Block/Lot# 110.-3-9 Pursuant to application dated 9/10/2012 and approved by the Building Inspector. To expire on 3/21/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $245.60 CO -ADDITION TO DWELLING $50.00 Total: $295.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 D e. —/U New Construction: Old or Pre-existing Building: (check one) Location of Property: PC) ��CdT'CEd L7G-1J _ House No. Street Hamlet Owner or Owners of Property: SEZo.1 Suffolk County Tax Map No 1000, Section /'/U Block `j Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: etfc Health Dept. Approval: Underwriters Approval: Planning Board Approval: 8 Request for: Temporary Certificate Final Certificate: check one / � Fee Submitted: $ 67O -� LID l►�� /1-pplicant Signature so�Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 roger.richert(a7town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Courtney Address: 630 Southern Cross Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37526 Section: 110 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect F1 Switches 4 Twist Lock F1 Exit Fixtures TVSS Other Equipment: 1-exhaust fan, up-date assorted devices (switches & recpticies) Notes: Inspector Signature: �., � Date: june 30 2014 81-Cert Electrical Compliance Form.xls ,R Soll Town Hall Annex ~O l0 41 Telephone(631)765-1$0.2 54375 Main Road N Fax(631).763-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 Q� ^� OU BUILDING DEPARTMENT TOWN OF SOUTHOLD _CERTIFICATION Date: 2. Building Permit No. 37j2-(a Owner.: sofa o r-f e (Please print Plumber: _Brod RCwd, All &! S Ash (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this L day of ® 20 _ CONNIE D.BUNCH Not"Po ' j*of New Y0*No..0I01 BU68601SO COMMISMM xI pWn A C14, O/ , Notary Publi County s ,�� of .g>•q,vr• �y.v R ,y,,,jrt 1�v uta. 3 � SOF 30 o� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 IN.SPECTION [ ) FOUND N 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ) INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL ICAL (FINAL) REMARKS: DATE b INSPECTOR SO//% TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR r 3 r4f so coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND I LATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: o'000'— /7 DATE —L� INSPECTOR—.//L FMD N MORT DATE CONINIENTS FOUNDATION(1ST) FOUNDATION(2ND) 14 �O tJW Ci ROUGH MWMQ& } y PLUN MING J • n � MULATION PER N.Y. STATE ENERGY CODE • . Y FINAL l ADDITIONAL COMMENTS C� ' i. Lo �K o f �f . r V 00y d t=i 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Q, Mail to: GIC E��E�lC Irl Disapproved a/c Phone: "rf- i24- Expiration---- ¢ Expiration 1 )G/,20 r uilding Inspector APPLICATION FOR BUILDING PERMIT Date r 1v ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Perwit 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 petmit 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 toadmit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant)'; State whether applicant is owner,lessee,agent,architect, engineer,general contractor,electrician,plumber or builder ELY IZEC Name of owner of premises rr, C 12 C L Q-`12 97_ 1 C— (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. V r& U IL #Z G /3 4166 7714Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 . Section Block Lot JJ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work hJ/A JDDZ0 L?6GC�>`l7� (Description) 4. Estimated Cost t�; Fee 20f + (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 AIA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front �i(v,2 l Rear 46,2� Depths 2 Height 4- 15,5' Number of Stories / Dimensions of same structure with alterations or additions: Front 5'1.2 i Rear 1 2 Depth 24. 2' Height ' "' 7•e�i 0,! Number of Stories / 8. Dimensions of entire new construction: Front Rear Depth Height Number of Store 9. Size of lot:Front Zry 0 ( Rear / (o Depth ,•/4JO „ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction.violate any zoning law,ordinance or regulation?YES NO �✓ 13. Will lot be re-graded?YES ,NO mill excess fill be removed,from remises2 YES ✓ NO grade p �_ , � , 14.Names of Owner of premises tri,' -Addressf�, /W.1' . Phone No. 'I/? - 4c 3 P¢3 Name of Architect L� � ` G Address �Q Phone No� � ' / "e/' f✓ Name of Contractor Address Fhone No: 15 a. Is this,property within 100 feet of a tidal'wetland or a freshwater wetland?*YES NO I/ * IF YES,SOUTHOLD TOVM TRUSTEES&D.E.C.PERMITS MAY BE QUIRED. ` b. Is this property within 300 feet of a tidal wetland? * YES N( -� * 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 ey. 18. Are there any covenants and restrictions with respect,to this property?* YES_.,,.NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF z SS: � r(.1 L� Gt CLLf✓,Uil-�{ being duly sworn,depase`s and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State"of New York (S)He is the A2644-t`-C--er No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc.) Qualified in"Suuffol County Commission Expires April 14,2b of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /Cy-r day of 20 12-_ Notary Public igna of Applicant` CM) Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.f. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ek' M G) C STOR -WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN sir -911- -12r— RTIFIED BY A DI11316N P11110IF9113SIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION HIM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) � �JF Generated by a Two(2')Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by siteVt b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed f14 S Site Improvements and the permanent creation of construction activity? (S.F.!Aare) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT' DESCRIPTION m—weAddltlaalPow nNeedem Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and — Q�,C�. Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion 261 4Lk ZZ-72CL) and sediment control practices that will be used to control site erosion and storm water discharges. This — [L17���� /Z E TUU[AGS o�tC�7-" item must be maintained throughout the Entire 1 Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ — Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities a — Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or Submission of a SWPPP Is required for all Construction activities involving sol Beach? disturbances of one o or more acres illraudkmg disturbances of lass than one acre that 7 Will there be Site preparation on Existing Grade Sktpes are part of a larger common plan that; IY hiding di disturb one f l more edea of lend; including Construction activities kwoMng sol disturbances of less than one(1)acts where which Exceed Fifteen(15)feet of Vertical Rise to _ the DEC has deterNned that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance? (SWPPP's Shall most the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-040.001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI.The N01 shall be into and/or in the direction of a Town right-of-wafl submitted to the Department prior to time commencement of construction activity. 2.The SWPPP shall desatbe the erosion and sediment control practices and where 9 Will this Project Require the Placement Of Material, required.post ,lion storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in stern water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition.the SWPPP shall Area?(nus mem wra Nor include to rhrwww of orwewey Apron.) identify potential sources of pollution which may reasonably be expected to affect Me quafity of storm water discharges. NOTE: It Any Answer toOuastlons One through Nine b Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.i 1 Acre in arae, component shall be prepared by a qualified Design Profesakxmal Licensed in New York a Storm-Water,Gradhi%Drainage a Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Stomp Water Management Southold and Must be Submitted for Review Prior to Issuance of Airy BuOding Permit. (NOTE: A check Mak(4)wWft Aswan for each Qnsdon Is Required for a Oompk is Apo=licn) STATE OF NEW COUNTY OF ,..�tl � .......SS Notary Public,State of New York I-- // / •• /e No.01 BU6185050 j ZG�c C-�E` L�� vl Qualified in Suffolk County That I..................... ...... ......being drily swom,deposeclomriliq O&A iftB ;;l 6or Permit, (Name of inddvidual signing Do-mad) And that he/she is the ...................................................... .... (owner,Contractor,Agent,Corporate OfBoer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; /,,' day of... M.W'`li r........ ,20.AZ Notary Public: ..... ................... ................ ......................................... is a Appfi�ermt) FORM - 06/10 o�*pf SOf/j�D ti !o Town Hall Annex Telephone(631)765-1802 h 54375 Main Road g Q2 P.O.Box 1179 G Q roner.dchertfa o`wn so thOltl nV us Southold,NY 11971-0959l� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: a2351- Address: Phone No.: _ $ JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: t Permit No.: -7 �, ! Tax-Map District: 1000 Section: Block:_ L *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Ii I (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) i I *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION I 82=Request for lnspecUon Form I �P TOWN OF SOUTHOLD 09OPERTY RECORD CARD 4 OWNER STREETVILLAGE DISTRICT SUB. LOT . �a n a,►�I � � FORMER OWNER NE ,keo ACREAGE � S �6U�'1 E'1�-h �O�.I'f �, W !rl C' Wood � TYPE OF1UILQ�G l5�.-dh. yla 1 REV10 SEAS. VL. FARM comm. I IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS ; y_ CS � 60 t66 K, � �, 3V � C 57 -ao o / �-y �'%i� :' is q -L I t£07,0�1i3- naIt nc�e�C, s , .-lv 1rnmL�' -'alai op y � N AF t-�"rn er 4D CQur+Y)80 - S`D0 04 3 a4 Zo �d roo 3 NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value e 1617 Tillable 1 Lov f Tillable 2 Tillable. 3 Woodland Swampland Brushland "q- House Plot Tota I ■■■■ir■��'�■■its■i■■■■■ ■ 06 WundationBath V Basement• P_ .. i Extension C44— Ext. Walls Interior Finish Extension Fire Place Heat' Porch Attic Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway �� LOT N/F REV. RAYMOND NUGENT MON MON N5r42'Oo"E 166.00' FND FN0 tD GRAVEL DRIVEWAY Pz 0 N36.1' +;� i0 LOT AREA = b°� • ro• .eJ. d16,300± SQ. FEET 0.374± ACRES O �� r v Na. �C ati FQ 39.2 LOT 10 vti REV. WALTER MURPHY 2 ' GRAVEL 4 J DRIVEWAY Q 70 c� Vvg w CERTIFIED TO: 1 0 F. MICHAEL HEMMER BRIDGEHAMPTON NATIONAL BANK MON SONYMA - STATE OF .NEW YORK ND _ _ .T _ _ _ F"°-— MORTGAGE AGENCY ssr42'oo"w X60.00' FIDELITY NATIONAL TITLE INSURANCE EDGE of PAVEMENT COMPANY OF N.Y. No. 2017742 SOUTHERN CROSS ROAD Fift am PM*-in w"Mmm A.RNA101 O1 MON"mA NMHt KM a-- F. MICHAEL HEMMER WJWW A 140Am MW:MOMW9I KA GA MpAR N a w6wo„K, -O,,,,d,a or sK sn TM,pm ""'' '°"�.1y PROPBATY SrMAIN AT UWAIMM. RR FFA "Mr "act x im 630 SOUTHERN CROSS ROAD °"com *Now&or°"'M"" CU'1'CHOGUE, NEW YORK ON AN ORO"a Y[wo SAKIM rm K^w "MAP OF EASTWOOD ESTATES, SITUATE ON c�KAL swL K CO WWW W K MAN Mg FLEETS NECK, TOWN OF SOUTHOLD, SUFFOLK COUNTY OF SUFFOLK,TOWN OF SOUTHOLD Cww=V"ft"=MmmN saw.Ims sa Sam COUNTY, NEW YORK" FILE MAP No. 3683, DISTRICT'1000 SECTION 110 BLOCK 3 LOT 9 ws rdsAsm r ACCOMPAM am se on*&COK O FILED NOVEMBER 15, 1962. Prepared By AYACM MR MMD lNNVM AWWa A It MCI WN cPANat A{.pO M a. MW°, F. Michael Hemmer L.S. m�,N,�,na,�.w onr m K.msoN ra«4N >t Y9 WWI"is "s'a"ww w sC Y"s P.O. Box 331, 252 South Jamesport Avenue Vftftw.OW4200 fK AC04M AMY 00004 04sum w=WKIM AMY sc"Mas o,ss wo-A M*NY". South Jamesport, Now York 11970.0331 =on"""AK Wt WAY"A"to AMOK wo- wso.s a sMMOL01 owan SMtI TiUK Shael TIT1,E SURVEY ��,, CGenerated by REScheck-Web Software NJ( Compliance Certificate Project Title: COURTNEY RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 630 Southern Cross Road Frank Uellendahl Architect Cutchogue,New York 11935 Compliance: Passes Compliance:5.6%Better Than Code Maximum UA:269 Your UA:254 The%Better or worse Than Code index reflects how dose to conplience the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assembly Area or R-Value R-Value or Door Perimeter • Ceiling:Flat or Scissor Truss 1178 0.0 30.0 37 Wall:Wood Frame,16in.o.c. 1190 13.0 0.0 73 Window:Wood Frame,2 Pane w/Low-E 196 0.250 49 Window:Wood Frame,2 Pane w/Low-E 26 0.290 8 Window:Wood Frame,Double Pane 6 0.450 3 Window:Wood Frame,Single Pane 20 0.450 9 Door.Glass 55 0.260 14 Floor.All-Wood Joist/Truss Over Uncond.Space 1178 17.0 0.0 61 Compliance Statement. The proposed building design described here s consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed g1d11 has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply mandatory requirements listed in the REScheck Inspection Checklist. l Name-Title }�ti ,� z!c n ure Date �w ALO 021 NEW CGenerated by REScheck-Web Software NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Add itionlAlteratlon Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-30.0 continuous insulation Comments: Above-Grade Walls: ❑ Wali:Wood Frame,16in.o.c.,R-13.0 cavity insulation // Comments: (1�C�2Al> : 7y UI L714 '�/ / Ty Windows: ❑ Window:Wood Frame,2 Pane w/Low-E.1.1-factor:0.250 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,Double Pane,U-factor.0.450 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,Single Pane,U-factor:0.450 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Glass,U-factor.0.260 Comments: Floors: ❑ Floor.All-Wood Joist/Truss Over Uncond.Space,R-17.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,Basketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelNng units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or oiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-buming fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: 0 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (17 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showershubs and exterior wall. Sunrooms: Li Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Ll Insulation R-values and glazing U-factors are cleanly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: L1 Building framing cavities are not used as supply ducts. L3 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the dud construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible dud connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). Ll Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 dm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 112. (3)Rough-in total leakage test with air handier installed:Less than or equal to 6 cfm per 100 11:2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Lj Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Ll Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Ej Timer switches on pool heaters and pumps are present. Exceptions. Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed fighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wali 13.00 Floor/Foundation 17.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.25 Door 0.26 NA Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: LEGEND3`2 r C PROPOSED — — — — — — — — ADDITIONS O ! AND NEW WALL ALTERATIONS EXISTING WALL (2) 2X8 HEADER ! N _ - i 4'-9° 4'-11/2" ! W - - DEMOLITION CLOSET UO ! N I N Q ! W o BEDROOM 1 z ►_, RESIDENCE UA r - - - - - - -TW26410 — - - - — — — — — — — — — — — — ❑ N x ext'g A335 ext'g DH2 410 0 � �" CUTCHOGUE, NY ! w 1 630 SOUTHERN CROSS RD ! N T Ej ! ARCHITECT — o FRANK UELLENDAHL ! ! m 123 CENTRAL AVENUE o P.O.BOX 316 ! CLOSET CLOSET — — — — I GRTE631ORTNY 11944 TELL: 631-477 8624 z BEDROOM 2 REF. KITCHEN DINING RM — — — — — — — CLOSET ! >< _ ! OWNERS C--) a SEAN & CAROL COURTNEY Z 67-61 GROTON ST. — o FOREST HILLS, NY 11375 w O O CLOSET DN ¢I4 ; -623-3843 0REl) NOTE: ! ! ! HEADERS OF REPLACEMENT WINDOWS TO REMAIN - SILLS TO BE LOWERED ! W ( , , o LIN.CL. ! ! x z !! BEDROOM 3 o DEN LIVING ROOMm o Z o BATHLn ! cD 25, II Q 3 S Q Z a (2) 2X8 HEADER ( (2) 2X8 HEADER Zo � W J FLOOR PLAN © - - - - - - - - - � - - A2 — — - - - - — — — — — — — — —� — o C25 C135R S2000-2668 E C� — — — — — — — SCALE: 1�4 =1'-0" o 2'-11 1/2" 45-C25-20 c o0 4'-2" 2'-5" 5'-11' 1/2" 2'-6" 4)/2' 6'-6 1/2' 1'-1 1/2" 6'-0 3/4" R.O. a DATE: 06/15/2013 PERMIT 3752 6 3 o SCALE: 1/4° ,'-O" PROPOSED W FLOOR PLAN 1 JUN o z u 2013BUILDING PERMIT AMENDMENT DWG. NAME --- s A-3 ®Q DWG, NO DESIGN CRITERIA: AREA SUMMARYROPOSED ADDITONS LOT AREA = ca. 16,300 SF = 100.00% AND GROUND SNOW LOAD - 45 PSF. EXIST'G BLDG. COVERAGE = ca, 1,260 SF = 7.73% ALTERATIONS LIVING AREAS AND DECKS - 40 PSF, ADDED BLDG. COVERAGE = ca. 114 SF = Z SLEEPING AREA - 30 PSF. ' WIND SPEED - 120 MPH 166.00 TOTAL BLDG. COVERAGE = ca. 1,374 SF = 8.43% rc SEISMIC DESIGN CATEGORY - B MAX. BLDG. COVERAGE = ca. 3,260 SF = 20.00% ' WEATHERING - SEVERE g FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY EXISTING DWELLING DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST ® PROPOSED MUDROOM ADDITION RESIDENCE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD SURVEY BY F. MICHAEL HEMMER, L.S. CUTCHOGUE, NY WINDBORNE DATED: OCTOBER 30 1996 630 SOUTHERN CROSS RD APP ED AS N 0 T E C W DEBRIS PROTECTION SCHEDULET,_ q , ARCHITECT FRANK UELLENDAHL c � S (c 123 CENTRAL AVENUE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS F� F F 0 BY C o PABOX 316 OF MIN 7/16 INCH WITH 2-1 2 6 WD SCREWS �� - / / � � �C N; � �. 'I, .MNG DEPARTMENT � GREENPORT, NY 11944 SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER O 7. 6 AM TO 4 PM FOR THE m TEL: 631-477 8624 THE PROPOSED GLAZED OPENINGS OF THE PROJECT - �FFC _ NSPECTIONS: C 1 F06NDATION -TWO REQUIRED o OWNERS WINDOW SCHEDULE MUDROOM ADDITION syF FO P0ijRED CONCRETE o co j D o SEAN do CAROL COURTNEY o FTS -a- FRAMING.PLUMBING, o � FOREST7HILLSGROTON3S5. PING ELECTRICAL&CAULKING ILLS, N3-3843 PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. 3 Ih_ULATION 3/4" VERTICAL GRILLE, EXTERIOR: TERRATONE, UNFINISHED PINE LIVING ROOM EXTENSION-E FINAL-CONSTRUCTION&ELECTRICAL ON INSIDE; GLASS TO BE HIGH PERFORMANCE LOW-E GLASS MUST BE COMPLETE FOR C.O. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS ALL CONSTRUCTION SHALL MEET THE E Cyi HARDWARE: CLASSIC SERIES, COLOR: STONE REQUIREMENTS OF THE CODES OF NEW17 oy= �� Mark Size Description Quantity o o� YORK STATE. NOT RESPONSIBLE FOR r G Al 5118-2868 SIDE DOOR, ThermaTru 2 DESIGN OR CONSTRUCTION ERRORS. A2 S118-2868 FIXED PANEL, ThermaTru 1 J A3 S118-3068 ENTRY DOOR, ThermaTru 1 0 OCCUPANCY OR C TW26310 DOUBLE-HUNG 1 O / USE 1i j E IS UNLAWFUL DRAWING SCHEDULE '"VITHOUT CERTIFICA . E A-1 SITE PLAN - DESIGN CRITERIA - GENERAL NOTES 7 PA N C ECTRI'CAL s ,' A-2 AS-BUILT FLOOR PLAN - EXISTING CONDITION INS@EC ION REUIR U)A-3 PROPOSED FLOOR PLAN o A-5 PARTIAL EXISTING FOUN TIONS PIAN' SECTION A-A, CONNECTORS 160.00' SCALE: 1/16* =1'-0" ELEA-6 PROPOSED ELEVATIONS SOUTHERN CROSS ROAD PROPOSED SITE PIAN - A-7 NAILING SCHEDULE, GENERAL NOTES SCTM# = 1000-110-03-09 TOWN OF SOUTHOLD GENERAL NOTES SUFFOLK COUNTY, NEW YORK DATE: 09/11/2012 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN SCAIF: 1/16' 1'-O" ACCORDANCE WITH THE NEW YORK STATE UNIFORM PROPOSED MUDROOM ADDITION AND LIVING ROOM EXTENSION AND REPLACEMENT WINDOWS = CONSERGVATIONE'CODEE,AND LOCAL YORK STATEENERGY 3 TITLE SHEET SITE PLAN 2. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER BUILDING PERMIT APPLICATION N DESIGN CRITERIA AND OWNER. DWG. NAME 3 UUNNTILNFOLOORASYSTEM INSTALLATIONIISDCOMPLETEALLS SEPTEMBER 11, 2012 I A-1 4. THIS DRAWING IS AN INSTRUMENT PREPARED TO FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 ® DWG. NO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 46'-21/2" PROPOSED ----- --- - -- -- ----- -- --- - ------- --- -- ' ADDITIONS 29'-8 1/2" 166" — - - - - - --- -- --- --- --- --- --- i AND �- - - - - - - - - - - - - - - - - - - - - - - - - 7 ALTERATIONS I I � Z CLOSET O IL I � y RESIDENCE BEDROOM 1 CUTCHOGUE, NY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — 630 SOUTHERN CROSS RD I I ARCHITECT ° FRANK UELLENDAHL cwn I 123 CENTRAL AVENUE 0 P.O.BOX 316 — — — — GREENPORT, NY 11944 TEL: 631-477 8624 I � REF. KITCHEN CLOSET CLOSET OWNERS DINING RM - - - BEDROOM 2 — — — — — — — — — — — — — SEAN do CAROL COURTNEY CLOSET FOREST HILLS, NY 11375 �' 67-61 GROTON ST. 917-623-3843 00 CLOSET 00 Et _ 1 4o Io I [A* W I LIN. L. BEDROOM 3 DENIVI - E NG ROOM I II z N I I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I DATE: 09/11/2012 SCALE: 1/4" 1'-0" 3 � EXISTING 5'-6" ------,�-- 5'-0 1/2" 2'-0" 2'-4 1I2" 3'-O" FLOOR PLAN 1'-6 1/2� 6'-4" _—6'-11" 5'-6" 5'-3" --- -- --- 46'-2 1/2" DWG. NAME AS-BUILT FLOOR PLAN Z4 �Z4 DWG. NO A-2 � SCALE: 1/4"= ® 51'-21/2" PROPOSED 7'-41/2" 5'-3" 3'-101/2" w ADDITIONS -- — - --- -- -- -- �- - - AND LEGEND — _ - - - - - - _ —CX15 — CX15 — _ - - - - - � r ALTERATIONS FBI [11 NEW WALL - o EXISTING WALL (2) 2X6 HEADER rc DEMOLITION CLOSET O I . y RESIDENCE C] BEDROOM 1 Z CUTCHOGUE, NY Ln _ _ _ _ _ _ _ _ _TW26410 - - - - - - - - - - - - - - - - - - - - - g 630 SOUTHERN CROSS RD © ext'g A335 ext'g DH2 410 W w ARCHITECT ° FRANK UELLENDAHL CA j � 123 CENTRAL AVENUE U' C) Q P.O.BOX 316 �© — — - - GREENPORT, NY 11944 TEL: 631-477 8624 i o REF. CLOSET CLOSET OWNERS BEDROOM 2 KITCHEN DINING RM — — — — — — — — — — — — — cLosET 360SF ADDITION 9 SEAN CARO COURTNEY � o FOREST HILLS, NY 11375 z 917-623-3843 V7 Q Q CGJ, �N. Y W w — CLOSET DN C^ q N 00 mmmm N I Ij NOTE: r "3 HEADERS OF REPLACEMENT WINDOWS TO REMAIN �— _ _ — A SILLS TO BE LOWEREDCX15 I II I Ln o LIN,CL X Z FmBEDROOM 3 ° DEN ! LIVING ROOM �. I ❑ W O I WINDOWS TO REMAIN i SILLS TO BE LOWERED m I 3.5X9.5" LSL BEAM _ -- -- - o B B ext'g DH2O36 - - - - - - — �0PROP'D ADDITION- - - - - - - - i Q - - - - - © — © - - - - — — -- C ❑ ❑ CX15 CX15 78 SF DATE: 09/11/2012 o SCALE: 1/4' 1'-0" Y 1 0 3 WINDOW SEAT PROPOSED FLOOR PLAN I N ni DWG. NAME — — — © — — © — —©— — —© JI FLOOR LAN g A-3 CX15 CX15 CX15 CX15 SCALE: 1/4"=l'-6" DWG. NO 16'-11" _ 13'-01/2" Smr— ROOF / CEILING PROPOSED CONT. RIDGE VENT FOUNDATION NOTES ADDITIONS ROOF SHINGLE ON 15 LBS FELT TO MATCH EXISTING PREPARE -32"X32" OPENING BASEMENT STRENGTH - 3000 PSI AT 28 DAY ASTM C-94 AND IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D FOR ACCESS TO CRAWL SPACE ALTERATIONS FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION READY MIX CONCRETE. 1/2" CDX PLYWOOD SHEATHING N Z ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST O 2X6 ROOF RAFTERS ® 16" O.C. - UNDISTURBED SOIL. " GYPSUM BOARD INSULATION ON 2X6 C.J. ® 16" O.C. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 1/2/2' rc � o ,� VENTED ROOF OVERHANG TO MATCH EXISTING / ° c� WALL ' Z � CRAWL SPACE FOUNDATION ' ® 3/4" SUBFLOOR, NAILED AND GLUED 1/2" GYPSUM BOARD CRAWL SPACE �' 2X8 FLOOR JOISTS ® 16" O.C. R-15 HIGH DENSITY BATTING INSULATION 3 „ ' X 2X6 TREATED SILL 1/2" CDX PLYWOOODOD6" VENT W 2"X4" STUDS O.C.o.c. N 2" CONCRETE DUST COAT ON RESIDENCE OUSE WRAP 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL FIBER CEMENT BOARD SIDING TO MATCH EXISTING ;' ;' ;' 8° SOLID OR FULLY GROUTED MASONRY WALLS CUTCHOGUE, NY 2'-4" l'-4" X"8 POURED CONCRETE FOOTING __ _ 13'-0 1/2" 5/8'X12 ANCHOR BOLTS ® 4-0 O.C. 630 SOUTHERN CROSS RD MIN 2 -o' PROPOSED BITUMINOUS DAMPPROOFING TO GRADE ICE SHIELD UNDERLAYMENT FOUNDATION PLAN SILL SEAL ARCHITECT REQUIRED - 24" FROM EDGE TERMITE SHIELD SCALE: 1/4 = l'-O" g FRANK UELLENDAHL 123 CENTRAL AVENUE ALTERNATE POSITION OF o P.O.BOX 316 HURRICANE CLIP USE GREENPORT, NY 11944 — — SIMPSON H3 TEL: 631-477 8624 OWNERS J CONT. RIDGE VENT SEAN do CAROL COURTNEY 67-61 GROTON ST. SIMPSON H2A HURRICAN 2X6 RIDGE BEAM AND HIP RAFTERS o, FOREST HILLS, NY 11375 CLIP NAILED. FROM PROVIDE 8d COMMON 917-623-3843 RAFTER TO STUD. - NAILS ® 4" O.C. AT 2X6 ROOF RAFTERS ® 16" O.C. x TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5 - 8d NAILS EACH END SHEATHING. APA RATED PLYWOOD TO R-30 BATTING INSULATION PLATED TO TOP OF TOP (2) 2X4 TOP PLATE TRIM AND SOFFIT TO MATCH EXT'G1-----3.5"X9.5" LSL BEAM -1. MUDROOM 2X4 WOOD STUDS ® 16" O.C. iF- W/ R-13 HIGH DENSITY BATT INS. WRAP + NAIL STRAP Z ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT 1 1�4" WIDE - 20 GAGE S ME AL STRAP ® 48" OC. 4 - 8d NAILS 2X8 FLOOR JOISTS ® 16" O.C. 00 NAIL SHEATHING TO SILL PLATE 8d NAILS ® 4' O.C. 2X4 TRT'D SILL PLATE - 0 CRAWL SPACE "'T 2x4 TRT'D SILL PLATE ALUMINUM TERMITE FLASHING z g 8" CONC. BLOCK FOUNDATION �' CRAWL SPACE W/ 1'-4" X 8" CONT. FTG. 3/16" TRUSS TYPE REINFORCING BAR z DATE: 09/11/2012 X 16" A.B. ® 48" OC. SCALE: 1/4" 1'-0° �:- o W/ FENDER WASHER. 2" RAT SLAB (max. 12" from end of sill plates) 3< FOUNDATION PLAN z� EXISTING � SECTION �i BASEMENT N CRITICAL PATH DWG. NAME A-4 HOLD-DOWN AND SHEAR CONNECTION CRITICAL PATH ®� DWG. NO PROPOSED SECTION A-A NOT TO SCALE SCALE: 1/4° = 1'-0" PROPOSED ADDITIONS rAND f2 a ALTERATIONS Z xJ rcW � Oto C RESIDENCE CUTCHOGUE, NY 630 SOUTHERN CROSS RD ARCHITECT - 1 "J VIII o • I I I I I I I I V I I I , I I IIII ....IIII I I I 1 I L I I r I I I I III I I I I IIII I I I I I I III I III I I ,1 I I m (RANK UELLENDAHL V 123 CENTRAL AVENUE 11 11 I I I I I I I 1 i I l l I III �' I 1 u o P.O.BOX 316 1GREENPORT, NY 11944 I I I' 11 1 11 I I III 1 1 I 11 � 1 11�I I I I I I 1 11 I I I 11 IIII II 11 III :I I I I �I III IIII 11 III V I I I TEL: 631-477 8624 w II I OWNERS -- J SEAN k CAROL COURTNEY S ® 67- 1 GROT N T.! ' ® 6 0 FOREST HILLS NY 11375 3 911-623 -3843 Y TEuA WEST ELEVATION SOUTH ELEVATION Q ; SCALE: 1/8" = V-0" SCALE: 1/8" = V-0ill'; e v 1 11 IIII �!Ii11 III 111111 II 1 I II 1 I I IIII 1 1 1 II I I I 1 111 11 I I III I I I I 1 1 I I 1111 11111111 11111 v Illill .111 11',1 N 11 IIII 11!111 1'111 11'.111 I.1 1 1.,,11 II 1111;1 m I I I IIII u'111 IIIIII hill IIII 1 IIII I 'lrl I IIII 111 I !II 111111 I I ;1 I IIIIII 1 11 III 11111111 1 ,I Ij I 111 I' 111 I IIII I 1 'I 'I 11 I 1 I I I Il,i III 111,1 1 III llj X11 IIII I 11 11 l j 1 � i, Ili I.I Iii I IIII 111111 _ 11111''1. IIIIII III III i SII � N N ® ® DATE: 09/11/2012 ALE: 1/8' 1, 0" SC a EXISTING ELEVATIONS N Q EAST ELEVATION NORTH ELEVATION DWG. NAME SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" g A-5 ®� DWG. NO PROPOSED ADDITIONS XEAND ALTERATIONS a a rc No v RESIDENCE CUTCHOGUE, NY 630 SOUTHERN CROSS RD W >- J ARCHITECT VIII I' l C FRANK UELLENDAHL VII m 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 V TEL: 631-477 8624 W I I I I i OWNERS -- J SEAN k CAROL COURTNEY — 67-61 GROTON ST. — -- _ L L — ;I r FOREST HILLS NY 11375 _ 3 911-623-3843 - Y E pr, WEST ELEVATION SOUTH ELEVATION E �� SCALE: 1/8' = 1'-0" SCALE: 1/8" = 1'-0" r `' K J 1111 IIIil111 IIIIII ' II'IIi � 111; i1i ' I I III III IIIIIIII 1j11 lil I I I VIII III I�11 I N I �I1 III 111 IlI1 1111 II III I '''I III I IIIIIII III i ,! I I illi I 'I IIIIII'. III III i I ': I III IIIIIII I IIIIII I I IIIIII I III III 111111,' I I IIIIIII I, I 111,11, I I III: I I i I,; �I IIIA 1 I II 1 II IIII III I IIII III I I III I I I VIIIN I i II I II i I I I I' I I I � �� �I � i II � L11 , all 0 I' I TE: 2012 - -- — — — -- DA 09/11/ _ -- - ---.-- �� SCALE: 1/8° 1'-0° PROPOSED aa ELEVATIONS N Q N EAST ELEVATION NORTH ELEVATION DWG. NAME SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" A-6 ®� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED m Joint Description Nail Sizes Nail Spacing ADDITIONS AND 1. ALL FRAMING ROOF FRAMING ALTERATIONS LUMBER SHALL BE GRADE STAMPED Z DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist to Top late Toe-nailed n/a per joist Ceiling Joist to Parallel R i ter (Fa e-nailed) n/a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist Laps ov r Partitions (Face-nailed) n/a each lap Collar Tie to Rafter Face-nailed) n/a per tie w MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o -nailed) 2 - 8d each end Rim Board to Rafter End-noi ed) 2 - 16d each end 0 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TOB SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot RESIDENCE Top Plates at ntersection Face-nailed) 4 - 16d joints-oach side 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nailed 2 - 16d 24 O.C. CUTCHOGUE NY Header to Header (Face-nailed) 16d 16" o.c. along edges WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH 9 9 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A To or Bottom Plate to Stud End-nailed 2 - 16d 630 SOUTHERN CROSS RD MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. p ( ) 2 - 16d per 2x6 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-noiled) 2 - 16d per foot g FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 9 123 CENTRAL AVENUE CIRCULATION IN ROOFS. FLOOR FRAMING GREENPORT NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or birder (Toe-nailed) 4 - 8d per joist TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridggingg to Joist (Toe-nailed.l 2 - 8d each end Blockin to Joist (Toe-nailed) 2 - 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blockin to Sill or Top Plate ( Toe-nailed) 3 - 16d each block °� PARTITIONS OR AS NOTED ON DRAWINGS. Ledger trip to Beam (Face-nailed) 3 - 16d each joist SEAN do CAROL COURTNEY Joistt on Ledger to eam (Toe-nailed) 3 - 8d per joist 67-61 GROTON ST. Band Joist to Joist(End- nailed) 3 - 16d per fist FOREST HILLS, NY 11375 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot ; 917-623-3843 WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.„perimeter zone other 6 ox, edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal„Board Sheathing „ 9� `4 i ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 „or 1 x 8 2 - 8d per support w 1 x 10 or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" ox, EXTERIOR EDGES AND 6 d@ 12" o.c. CEILING S__7HEATHING INTERMEDIATE. " " E Gypsum Wallboard 5d 7 edge / 10 field rf 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING Z AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field a 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16' 6d 3"edge / 6" field s � CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32 8d 3 edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field ca CONNECTIONS. Hardboard 8d 6" edge / 12" field Particleboard Panels 8d 6" edge / 12" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing s PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6" or 1" x 8" 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND i" x 10" or wider 3 - 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED �0 AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels 2 DATE: 09/11/2012 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" " SCALE: N.T.S. 1 or less 8d 6" edge 1 " field LVL RIM JOIST SHALL BE REQUIRED AT FLOOR " " 9 / PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 lOd 6 edge / 6 field 3 3 Nailing Schedule COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing General Notes RECOMMENDATIONS. 1"„ x 6"„or 1” x 8" 2 - 8d per support or wider 3 - 8d per support 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS g DWG. NAME BY FastenMoster ® 16 O.C. Nailing requirements are based on wall sheathing nailed 6 on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall S A_� be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to DWG. No 16' _ 16" be reduced to 1 - 1�d nail per foot.