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HomeMy WebLinkAbout37057-Z } �S�FFO(�cD Town of Southold Annex 8/15/2012 =o �y P.O.Box 1179 C 54375 Main Road o Southold,New York 11971 4't1p1 ��iS CERTIFICATE OF OCCUPANCY No: 35880 Date: 8/15/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2395 King St, Orient, SCTM#: 473889 See/Block/Lot: 26,244 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/1/2012 pursuant to which Building Permit No. 37057 dated 3/12/2012 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: second floor addition and second floor deck addition to existing one family dwelling as applied for. The certificate is issued to Norden,Alan&Norden,Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37057 7/24/12 PLUMBERS CERTIFICATION DATED 8/9/12 Gre port Plumbing&Heating th edAignAre TOWN OF SOUTHOLD o�gu�Fot,��o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� 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#: 37057 Date: 3/12/2012 Permission is hereby granted to: Norden, Alan & Norden, Patricia 2395 King St PO BOX 485 Orient, NY 11957 To: construct a 2nd Floor Addition to an existing single family dwelling as applied for At premises located at: 2395 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-44 Pursuant to application dated 3/1/2012 and approved by the Building Inspector. To expire on 9/11/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.80 CO -ADDITION TO DWELLING $50.00 Total: $458.80 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$15.00 /Date. OZ 29 - /2 New Construction: Old or Pre-existing Building: (check one) Location of Property: 192lEu , tie- House No. Street Hamlet Owner or Owners of Property: 4L aA-) 2 Suffolk County Tax Map No 1000,Section �L (o Block a Lot -- — Subdivision Filed Map. Lot: Permit No. 5 Date of Permit. Applicant: Health Dept.Approval: A­"'A Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 450 M, Applicant Signature pF SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 rimer.richert(d-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alan Norden Address: 2395 Kings Street City: Orient St: NY Zip: 11957 Building Permit#: 37057 Section: 26 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric Inc License No: 2941-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fan, 2-electric baseboard heaters, 1-electric space heater Notes: Inspector Signature: Date: July 24 2012 81-Cert Electrical Compliance Form.xls SO(/r�o Town Hall Annex l� Telephone(631)765-1802 54375 Main Road 7�` Fax(631),765-9502 P.O.Box 1179 G Southold,New York 11971-0959 C�UWN,� BUILDING IMPARTMENT _ TOWN OF SOUTHOLD D ECE WE AUG - 9 2012 CERTIFICATION BLDG.DEPT. TOWN OF SOUTHOLD Date: 6- 1 Building Permit No. L3 / 0 5 Owner: /l� /V®('IUJ (Please print) Plumber: gREew"oei IrIxmP-)jAJ( - 4Ek-1-1 N T (Please.print) I certify that the solder used in the water supply system contains less:than 2/10 of 1%0. lead. Plumber ignature) . Sworn to before me this . CONN'IE D. BUNCH'. day of 20 a Notary Public,State of New York No.OY BU6185050 Qualified in Suffolk County Cornmiasion Expires April 14,2_0j(" Notary Public, lAJF_� County rsF SO(/T�o �o to coUN1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: DATE �` INSPECTOR OF SO(/r�,o� cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 7C5-1802 ZD1NSPECTION ATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) REMARKS: C DATE INSPECTOR 3 7o ��pF SOpT�o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION -1 ST [ ] R GH PLOG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � INSPECTOR OF SOpT�olo nA �ycoum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE ��` INSPECTOR n 7CS— rif SO7t- (/j�o� #c TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /,Z7 i/kINSPECTOR oF souryo� couHl`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 r ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR l /1/ COLD R.SM, L1N RE P�� DATT CbNIl1�1VTS. O Ir �MNNMwr1* wiY M ��Y �Y .. FOUNDATION(2NA) -- W p • 1 ROUGg PRAMN & ' PLUMBING INSUL•ATION M N.Y. �" y STATE 39NMGY CODE ' • `y FIlo1AL / coo ADDITIONAL SO_�VIII TS . •3--15- i a o?:�/ut; e a '�- .Q 1� c. ao , I TOWIN 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.NorthFork.net PERMIT NO. 3 7 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined �� 20 �� Single&Separate Storm-Water Assessment Form Contact: Approved / 20 Mail to: Disapproved a/c �ii/ /�./�,e%�G✓C�'/c/ Phone: Expiration 2 (� wilding Inspector F EB 2 9 2012 PLICATION FOR BUILDING PERMIT BLDG.DEPT. Date �� �� , 20 � TONIC;DF SOUTNDLD 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 Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -14z-1-:),(J F,-9 zFe /J e20 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2-3GJ� i,elk)& reap j /i � - House Number ,Street�: Hamlet County Tax Map No. 1000 Section •BJ4 .,...Lot Subdivision Lot c 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 ,eES�1J�rCU7 /jW— / / 3. Nature of work (check which applicable): New Building Addition ✓ Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost �(J�CJ�J(� Fee �©�� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r 7. Dimensions of existing structures, if any: Front 20 Rear Depth (, Height -v ZZ' Number of Stories 2- Dimensions of same structure with alterations or additions: Front 2L!7 Rear 3f3 Depth Height 23.¢1 Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front .7I, Rear 72 S5 Depth F. IP5 F 10. Date of Purchase 14!:�7- / Name of Former Owner 11. Zone or use district in which premises are situated le--i(-a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES ZNO 14. Names of Owner of premises/kj, 141U0r'L,/G1,1 Address 2 1 `624 D Phone No. 3!5'l Name of Architect 's rk aetI1,61,edallY Address/9 &34 Phone No Name of Contractor /� - Address fzi0 349 d1 4&e,,/Phone No. /9Z�v — G�lc 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �J * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? " YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5011v& being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 111-66; kzl-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Zj &i day oA 7rzj al-Lj 20 ' Ctl�— 1"I'L JQVQ CARO"WDELL Notary JAublic NOTARY PUBLIC•STATE OF NEW YORK ignature of Applicant NO.01HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/20 P i I I 5 a - - Town of Southold Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM o i PROPERTY LOCATION: S.C.TAI.tIk THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -Di t"a -Section CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORI L s' i SCOPE OF WOKS - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT_ Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain AN Storm-Water Run Ott (include Total Area of all Parcels located within 2-2� Generated by a Two(2�Intel Rainfall on Site? the Scope of Work for Proposed Construction) ✓{ J/A—) (This Item will include all run-off created by site i b. What is the Total Area of Land Clearing clearing and/or construction activities as well as al and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of i construction activity? impervious surfaces.) (S.F./Acres) PROVIDE BRIEF PROJECT' DESCRI MON(ft—Atr Paws as td 2 Does the Site and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and — — Z.t�� Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire Consinlction Period. j 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? V 5 Will this Application Require Land Disturbing Activities 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: orwithin One Hundred(100�feet a Welland or i F] Submission of a SWPPP Is required for all Construction activities involving sal Beach? ! disturbances of one(1)or more acres: including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes part of a larger common plan that will ultimately disturb ors or more acres of land; Including Consiruction activities Involving soil disturbances of less than one(1)acre unbars which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined that a SPDES pemt Is required for storm water discharges. One Hundred(10t)')of Horizontal Distance? m (SWPPP's Shall meet the Minimum Requirements of We SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious / for Storm Water Discharges frown Construction activity-Permit No.GP-0404M.) Surfaces be Sloped to Direct Storm Water Run-Off El 1.The SWPPP shall be prepared prior to the submittal of the NOL The NO)shad be into and/or in the direction of a Town right-of-way? sul mftied to the Department prior to the commencement of construction activity 2.The SWPPP shall describe the erosion and sediment control practices and where g Will this Project Require the Placement of Material, required,post-construction Storm water management practices that will be used andfor Removal of Vegetation and/or the Construction of any constructed to reclim the pollutants in storm 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 — identify potential sources of pollution which may reasonably be expected to affect the Area?(n'la Item will Noitndude ate imtaustion of DdrewayAPWM) quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mask 3.All SWPPPs that require the postconshuctlon storm water management practice in a Box and the construction site dieturbance is between 5.000 S.F.S 1 Acre in area, component shall be prepared by a qualified Design Professional licensed In New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Requited by the Town of that is knowledgeable In the principles and practices of Storm Water Management. Southold end Must b®Submitted for Review Prior to Issuance of Any Building Permit (NOTE: ACheckMark(j)arw6rkrhv rforeadhauestimtisRawkedfora(imploreAMuch m) STATE OF NEW YORK, , L- ff COUNTY OF...::;; F�f� ......SS I '` R lily.`/ C �l 1�hat I................................................PDDcu..........................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual sigdng Dogrment) ke, Andthat he/she is the ...... CG .............................................................).......................... ..................................... (Owner.Ccrhtratdor.Agent,Coryorase officer.� Owner and/or representative of the Ommer 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 m ill be performed in the manner set forth in the application filed hereatith. Swom to before me this; ... .........�..................... ......day ,{ Notary Public. ............. ...... .................................. .................. .If..9. ........I 9,;; ......................................... re of Apptk�rq) FORM - Os/'i O NOTARY PUBLIC-STATE OF NEW-YORK NO.OIHY6189695 QUALiF►ED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/20' Town HWI Annex Tekphoiw(01)765-1M 54975(visiri[toad ro��J � '� A�l45? .rv��sP.O.BOX 1179 Sowbo(d,NY 1 1971-0 59 BUILDING DEPAK'TME,;T TOWN OF SAU'TH011.0 APE AW10 E -F1 9!QIRI,CA,I:_1NSPFw!QIQ V _ M,wyi f� we..r REQUESTED BY. �l Ar y 0 91�5.� .- Date; y S 1a- Company Name: 6LQ Name: Unnse.No.:, . 't4 i E Address:.: .L. c- V 8 3'Sr JOEMtTE IN ,,QR,-MATION: (1ndicates reauired. nf-;,,rmaticn) - *Address: *Cross Scree *Phone No.: Permit No.: Tax Map District:' 9 CW Section: E 1c rk: Lot- BRIEF DESGRIP'PI�N 01 ; ' * ; 'ij+�ORiC(PIe ^�Print Cieariy) (plea"Circle All That APply) *la job ready for Inspeatiorki, YES Na , Rough In Final To you need a Temp Cerf'ficste: YES J NO. Temp Information (if n4t? a *ServIos Size: 1 Pea h ,e 3Phase 100 150 230 300 350 400. Other "New►;S®rvioe: Re-conriect Urtdergrnund Nusntwof lVeters Change of Service. .Overhead Additional Information PAYNtEhIT D� ! � WOTM APPLI-CATiO__ _ . -, •---- , £.d. _ � as 82-Requestfor Inspection Form . SO�ryDl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yc4UNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 7, 2012 Alan & Patricia Norden PO Box 485 Orient, NY 11957 Re: 2395 King St, Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electric A fee of$50.00. Final Health Department Approval. V Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37057 — 2"d Floor Addition 1 OWNER S EEAk3 VILLAGE DIST. SUB. LOV-C FORME R QW R �I E _' ACR. ,L S f W TYPE OF BUILDING f41 �, �,6 tl •� �c,, � � ..:-ILA �'g'r��..� �/ '��,� �`' �.���.�': / ���.. i RES SEAS. VL. FARM;`" COMM. CB. MISC. Mkt. _Value a a LAND IMP, TOTAL DATE . REMARKSLeA-1141, s LIZ 10 o z� 16 Q.µto s' L 7T 1,2 ' i Q J4,-r es e I 7 io® �� « 21 1 0/ ..L.. Z l z 175 o o r ►' `- Z6AE rI Zoo B I I G NDI I lo-AgJ09- QP# ,Masi Qdd,o fioas -1--0vite +io-r>,s NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre ' Ti lab e 1 T01-able. . 2 Tilla6[e 3 Woodland Swampland FRONTAGE ON WATER Brwshland -. FRONTAGE ON ROAD House .Plot DEPTH loe • r BULKHEAD 'rota '::� DOCK Yy }`" � a s3 T s ■■■■■ ■■■■■■■■■■■■■■■■NEON .. s` ■■■■■■■■■■■■■■■■■N■■■N■E■■ � - f g _ ■E■■■r�■■E■■■■■■■■NONE N■■N■ ■NM-=�-V■■■■■"MEN■■N■■N■EN■ MEN l�IN■■►.il; ■■■■■■■■■■■■■ ��__� „A(u,li», ,— I+ 1 ■�©...■_� ■�■■■■l■■■■■■■■■■NEE � gill 1o1' e,9 l�,D�) r, '- ✓.I 'iltl{ Ii4 ]PB k' }i ffi944�0 s+ �l■■■■ 10■■■■■■■■■■■■■NEE■ M 1' 2n4icvPiE 4 1■■■■� fi MEMO 4 ,4 WEEr E ■■■N■:N■■■■■■■■■■■■Odom Basement Floors i ••ire Place ao •s - / Recreation Roorr Rooms 2ndHoot' r.. ormer Driveway Garage Patio MUM JJ gg p C y SURVEYED FOR:ALAN &PATTY NORDEN` \ o LOCATED AT:ORIENT,SUFFOLK CO.,N.Y. LOT: IS DECRIBED MAP OF :AS SHOWN a SCALE 1"=30' S \ S.C.T.M.#1000-026-02-044 o�atc 11 \• roe o� y,�\ o� o°ate oa`00 *0. off' off' o°a� Qa�o \����JOa ooala �a� 6 \ ti� °t`ro �6� alk . 0 G a� \ iso� oll0 NEB ONs �J b ss 0 `^ J .• �O 0,4. 9237 S'��' tiSFD l..Ah10 SJP' FILE#45437 WILLIAM R.SIMM0NS,3RD,L.S.P.C. 11 MEROKEtANE,EAST ISLIP,N.Y.,11730 PH. 631 581-1688 FX. 631 581-1691 DATE:11/5/2008 SCALE:1"=30' DRAWN BY:T.C. z Generated by REScheck-Web Software Compliance Certificate Project Title: THE NORDEN 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: 2395 KING STREET FRANK UELLENDAHL ORIENT,New York 11957 ARCHITECT . . Compliance:24.6%.Better Than Code Maximum UA:122 Your UA:92 The%Better or Worse Than Code index reflects how dose to compliance 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. AssemblyGross Cavity Cont. Glazing U A or or fie• Perimeter LI-Factor Ceiling:Flat or Scissor Truss 315 30.0 0.0 11 Skylight:Metal,Thermal Break,2 Pane w/Low-E 8 0.250 2 Wall:Wood Frame,16in.o.c. 705 19.0 0.0 34 Door:Glass 78 0.250 20 Window:Wood Frame,2 Pane w/Low-E 32 0.260 8 Window:Wood Frame,2 Pane w/Low-E 21 0.260 5 Window:Wood Frame,2 Pane w/Low-E 7 0.260 2 Floor:All-Wood Joistlfruss Over Uncond.Space 315 30.0 0.0 10 Compliance Statement: The proposed building design described heng is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed build h been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply%Ji th n at quirements listed in the REScheck Inspection Checklist. r Name-Title r Date rc . W, Project Title:THE NORDEN RESIDENCE Report date:02/29/12 Data filename: Page 1 of 4 GENERAL NOTES DESIGN CRITERIA; PROPOSED A"NOVED AS NOTED W ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF, ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 P / BUILDING CODE, AND THE NEW YORK STATE ENERGY TE B.P.# CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 0 WIND SPEED - 120 BY a 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE NOTIFY BU LDING DEPARTMENT A a 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" 7J65182AM TO 4 PM FORWit y NORDEN LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE — MODERATE TO HEAVY FINSPECTIONS: Solii trT1r1_Mry_MI 11-11 111IT11111THIII IIIIIHIIIIIHIIII 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE CSHIELD UNDERLAYMENT REQUIRED — YESAY — SLIGHT 110N-TWO REQUIRED RESIDENCE STAIR AND FLOOR OPENINGS POSTS AND PARALLEL RED CONCRETE PARTITIONS, EXCEPT AS NOTED ON DRAWING, 2AMING,PLUMBI":G, DESIGN IN ACCORDANCE WITH AMERICAN FOREST STRAPPING,ELECTRICAL &CAULKIN ORIENT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL jFFRj FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN3M JFLATI N 2395 KING STREET 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 4.. AL-C NSTRUCTIO� 9"LEC"TRfC VERIFIED BY CONTRACTORS) PRIOR TO START OF h1UST BE OMPLETE F�5 C.0. 11 Pill till CONSTRUCTION AND ORDERING OF MATERIALS. THIS WINDBORNE ALL CONSTRI CTIONSHAt. M;C_TTft o FOUNDATION HAS OFETNWOD 2 GTSFD AND GRAD OIL DEBRIS PROTECTION SCHEDULZRK STAME NOTORESPf3n�S gLE f�D o ARCHITECT ENDAHL LESS THAN 5%. CONTRACT R SHALL VERIFY THAT FRANK RALLAVENUE ONSTRUCTIOf<I't✓RR6QS EXISTING STREET ELEVATION m 123 CENTRAL AVENUE THESE CONDITIONS ARE MET. ALL FILL BENEATH o P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNE OCCUPANCY OR � GREENPORT, NY 11944 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, STORM WATER RUNOFF _ SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVFURSUAN TO CHAPTER 236 IS UNLAWFUL TEL: 631-477 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE J SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED WINDOWSOF THE T WN CODE. ` �� OU I CERTIFICATE OWNERS BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2z8 OR AS SHOWN ON DRAWING. ALAN AND PATTI NORDEN 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE OF OCCUPANCY p � M 2395 KING STREET PENETRATIONS ORIENT, 11 3 TEL: 631-323-35551 9. PROVIDE FLASHING AT ALL ROOF BREAKS, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ® �q�C AND DECKS ETC., WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES AS PER PLAN, L( �� GLASS TO BE HIGH PERFORMANCE LOW—E4 GLASS o >. 10. DO NOT SCALE DRAWINGS. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 0 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— WINDOW / DOOR HARDWARE: CLASSIC SERIES/ESTATE r ENGINEER ARE NOT RESPONSIBLE FOR THE FINISH: SATIN NICKEL INSPECTION SUPERVISION OR ADMINISTRATION OF Mark Size Description Quantity 111 111111 Hill IIIIII I ` THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE A FWG10080-4 GLIDING DOOR 1 RESPONSIBILITY OF THE CONTRACTOR. 2 Yuma hardware, distressed nickel lip 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO B C AX 228 1 AWNING WINDOW 3 DOUBLE—HUNG WINDOW 2 FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND D TW1836 DOUBLE—HUNG WINDOW 1 �, CD U OWNER. E 2127 VCE VELUX SKYLIGHT, elect. opener 2 MASTER BATH 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. PL UMBEPT CERTIFICA ON 14. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL ON LEAD CONTENT BE ORE CHANGES PRIOR TO AND DURING CONSTRUCTION. CERTIFICATE OF OC:CU NC PROPOSED STREET ELEVATION 9 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE _ DESIGNED AND SPECIFIED BY OTHERS. — SOLDER USED IN WA.. ER � N 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PtU1��^ ��'-�`.SLY SYSTEM'CANI JOT INSURANCE NECESSARY TO PROTECT THE ENGINEER A -.P�UMS1NG WASTE L;; EED 2^^�1 ?.�F t l a�. 2ND FLOOR ADDITION ON TOP OF EXISTING DEN AND OWNER, & -ILA,,._A ES NEED 17. DO NOT BACKFILL AGAINST FOUNDATION WALLIEST COVERING TO PROVIDE LARGER MASTER BEDROOM WITH TERRACE �� DATE: 02/29/2012 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE EXISTING BR 3 TO BE CONVERTED TO MASTER BATHROOM, SCALE: NTS TITLE SHEET A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES GENERAL NOTES A-2 SITE PLAN A-4 EXISTING 1ST AND 2ND FLOOR PLANS BUILDING PERMIT APPLICATION N Design criteria�9 PROPOSED 2ND FLOOR PLAN a DWG. NAME A-5 SECTION A-A ELECTRICAL, FEBRUARY 29, 2012 a o _ A-6 SECTION B-B A-7 ELEVATIONS INSPECTION REQUIRED FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 ©� DWG. NO A A-8 CONNECTORS A-9 NAILING SCHEDULE - FRAMING NOTES AREA SUMMARY PROPOSED ADDITION LOT AREA = ca.13,375 SF = 100.00% o EXIST'G BLDG. COVERAGE = ca. 1,898 SF = 14.19% ADDED BLDG. COVERAGE = ca. 130 SF = 1.00% J V PROPOSED 2ND FLOOR ADDITION N NORDEN /® EXISTING STRUCTURES � RESIDENCE SURVEY BY WILLIAM R. SIMMONS, 3RD, L.S.P,C, DATED: NOVEMBER 05 2008 ORIENT, NY 2395 KING STREET W O 186.92' ARCHITECT 5 FRANK UELLENDML o m 123 CENTRAL AVENUE o o P.O.BOX 316 35' REAR YARD o GRTEL:P631'-477 NY 18624 35 FRONT YARD ------- - ------------------------------ OWNERS � o ALAN AND PATTI NORDEN 2395 KING STREET o I:-_j ORIENT, NY 11957 TEL: 631-323-3551 J TRELLIS 0 C"i o g 0 LiJ 9y 0, � z 0 EXISTING ez STUDIO DRIVEWAY g / LO W w z N V m 187.89' N �q N C,++ O o a DATE: 02/29/2012 SCALE: 1/16' = 1'-0' SCALE: 1/16' =1'-O' =o PROPOSED SITE PLAN SITE PLAN SCTM# = 1000-52-05-06rz TOWN OF SOUTHOLD DWG. NAME SUFFOLK COUNTY, NEW YORK a� A-2 ©� DWG, NO PROPOSED W ADDITION a J _J xU W 8 U U N NORDEN RESIDENCE CD ORIENT, NY 2395 KING STREET 27'-11 1/2' 0 Z ARCHITECT ---------- ❑ g FRANK UELLENDAHL 123 CENTRAL AVENUE 0 o P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 BR 2 ___� -- ----------- OWNERS o o AIAN AND PATTI NORDEN PANTRY z 2395 KING STREET PORCH 4 ORIENT, NY 11957 BR TEL: 631-323-3551 LIVING ROOM °' DINING ROOM ❑ BR uLF�y�'\ i I occ L--- --------- , I P nn WlI i ❑ ; i 18 DEN I KITCHEN ROOF ii a a 2ND FLOOR: 2X8 TRT'D F.J. @ 16" O.C. a 1 W/ BRIDGING i 9 3.5"X14" TRT'D PARALLAM PSL BEAM 0 PROPOSED 2ND FLOOR ADDITION La CN 85 3.5"X14" TRT'D PARALLAM PSL BEAM _� o = N O �U 15'-0° DATE: 02/29/2012 SCALE: 1/8" EXISTING 1ST FLOOR PLAN EXISTING 2ND FLOOR PLAN EXT'G CONDITION o FLOOR PLANS s� DWG. NAME 0 A-3 ©� DWG. NO [—] PROPOSED W ADDITION . o 11'-0 1/2" \ xJ W BR 2 00 so NORDEN RESIDENCE 22 ORIENT, NY _ 2395 KING STREET N w B R 1 O ARCHITECT FRANK UELLENDAHL 1/1 A I I I I I rc m 123 CENTRAL AVENUE — IBATH 0M - R00F N P,O.Y 1 9316 44 Q \ 2 GREENPORT, NY 11944 106 SF \ W TEL: 631-477 8624 PE / N OWNERS I ALAN AND PATTI NORDEN VELUX C2127 Z 2395 KING STREET / SKYLIGHT ORIENT, NY 11957 S`fEPS UP 21X27 3 TEL: 631-323-3551 I � 4'-0" BEN H `"-4 UEL \. cc �Ln Ln _ ., a In i 2 2X8 R.R. 0 16" 0. I 2 2X8 R.R. Q 16" 0. . JD Ia I J 3 CLG. HGT.: 10'-0" �; o HW FLOORCD o N a 315 SF of ,�Ln coco O = j Q o I TERRACE i ¢ m � o I I 101 SF , o I>< C"i �I oy Q N � LEGEND � � (2)2X4 POST, typ. N o�a c.i DATE: 02/29/2012 _ \ SCALE: 1/4" = 1'-0" NEW WALL m I� — — — — — — — - - - - - - J i 0 EXISTING WALL ❑ Y< PROPOSED DEMOLITION 'i I� 2ND FLOOR PLAN 2ND FLOOR ADDITION = 315 SF �7= DWG, NAME ROOF TERRACE = 106 SF o A-4 BATH CONVERSION = 101 SF © AX281 © AX281 © AX281 ©:� DWG. NO 6" O 17'-0" 6" 4'-9" 2ND FLOOR PLAN 1 PROPOSED L_J ADDITION o J N J Cx.) W e 04 CEDAR POST w� 2X2 BALUSTERS @ 5" O.C. & CAP RAIL - DETAIL TO MATCH EXISTING N NORDEN 5/4"X6" MAHAGONY DECKING ON PITCHED SLEEPERS RESIDENCE 2X12 R.R. @ 16" O.C. v', EPDM RUBBER ROOF SYSTEM ORIENT NY w/ R-30 INSULATION ON 1/2" TRT'D PLYWOOD AND & 1 X3 SLEEPERS W , PITCHED @ 1 8" OVER 1,-O = 2395 KING STREET ROOF PITCH: 3 in 12 b & DRAINED T GUTTER AND LEADER EXPOSED 3X8 CLEAR FIR BEAMS ARCHITECT non structural (2) TOP PLATE w/ HURRICANE CLIPS SKYLIGHT 9 FRANK UELLENDAHL 123 CENTRA AVENUE BOX316 GREENPORT, NY 11944 �� W TEL: 631-477 8624 o 1/2 GYPSUM BOARD CD\ I = OWNERS o I I I 2X6 STUD WALL ORDEN 16" O.C.� W/ R-19 INSULATION ALAN 2395 KNAND IGNSTREET \ Li Li I c & 5/8 CDX PLYWOOD SHEATHING ORIENT, NY 11957 W/ TYVEK HOUSE WRAP 3 TEL: 631-323-3551 I I BEVELLED CEDAR SIDING TO BE PAINTED ®,q I I I `r 3.5"X14" TRT'D PARALLAM PSL BEAM II C)l ir 2x8 FLOOR JOISTS @ 16" O.C. 2x10 FLOOR JOISTS @ 16" O.C. - ON HANGERS tro ON PITCHED SLEEPERS w/ R-30 INSULATION EXT'G R-30 INSULATION ALL BEADBOARD SOFFITS TO MATCH EXISTING z N I U EXISTING EXISTING s DINING ROOM DEN 6X6 TRT'D POST WRAPPED IN PINE II � COLUMN BASE CBSQ44-SDS2 o N 0 T.. f RIGID PLASTIC FOOTING R RFORM o DATE: 02/29/2012 ON 10 DIA CONC. FOOTING SCALE 1/4° = 1'-0° EXISTING 4X4 TRT,D POST a..:°:.:aBASEMENTFOUNDATION NOTES SECTION A-A 1 -10 STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 N N READY MIX CONCRETE. DWG. NAME ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON CD 2 A-5 ALL FOOTINGS SAID FOUNDATIONS SHALL BE FORMED. SECTION A—A ©� DWG. NO PROPOSED W ADDITION o e N NORDEN EPDM RUBBER ROOF SYSTEM RESIDENCE ON 1/2" TRT'D PLYWOOD AN,D & 1X3 SLEEPERS Q ORIENT, NY PITCHED @ 1/8, OVER 1,-0 & DRAINED TOO GUTTER AND LEADER 2395 KING STREET ' 2X12 C.J @ 16 0 ��3 (2) TOP PLATE w/ HURRICANE CLIPS w/ R-30 INSULATION (2) 1.75"X9.25" LVL HEADER o ARCHITECT - - - - - - - - - - - - - - - - - - g FRANK UELLENDAHL F- m 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 o � 04 CEDAR POST TEL: 631-4718624 w/ 2X2 BALUSTERS @ 5" O.C. OWNERS _ I & CAP RAIL - DETAIL TO MATCH EXISTING ALAN AND PATTI NORDEN PROPOSED 2395 KING STREET MASTER BEDROOM 5/4"X6" MAHAGONY DECKING 3 TELRI631 23-3551 ON PITCHED SLEEPERS Y 2X8 F.J. @ 16" O.C. 11" EXT'G GPI 40 @ 16" O.C. w/ R-30 INSULATION Ell IE 0 � o U O.. d EXISTING EXISTING DEN KITCHEN cc - - - - N Ell c o W DATE: 02/29/2012 EXISTING �z SCALE: 1/4" = 1'-0° BASEMENT F 3 SECTION B-B DWG. NAME sa A-6 SECTION B-B DWG. NO PROPOSED ADDITION 0 J N J xU W 8 N NORDEN -- RESIDENCE Ji ® ® F- =IE ORIENT, NY 2395 KING STREET Z z ARCHITECT •_--____ _ FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 AMU ® ® ® TEL. 631 NY 18624 a TEL: 631-477 8624 W OWNERS J ALAN AND PATTI NORDEN 2395 KING STREET --- - -------------- � ORIENT, NY 11957 3 TEL: 631-323-3551 WEST ELEVATION EAST ELEVATION a.y �i I o�l 1�M11 1� 11 1�111111 1�1�1� I 1� 111 f ': ✓_% ----------------------- O ® ® = N CL qCL 6 � E wE s W a z -------- U m ----- MAR 13 2012 �? [� N IIIIIII III Hit 11 N BLDG.DEPT. N III IIIIII 11111h III ® Ifil I III _ TOWN OF SOUTHOLD o z W DATE: 02/29/2012 SCALE: 1/8" = 1'-O" 0 3 Y ELEVATIONS �o O N SOUTH ELEVATION DWG. NAME E A-7 © DWG. NO PROPOSED ADDITION o XU W ze U NORDEN -- RESIDENCE � ORIENT, NY 2395 KING STREET LLJH Q IIII W z 0 z ARCHITECT _-_-_ ______ __ _ 9 FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 1ET111=11Hf ® ® GRTENP631, NY-47711944 8624 OWNERS III Will IIIJ ALAN AND PATTI NORDEN -------------- 1=24d 2395 KING STREET ORIENT, NY 11957 3 TEL: 631-323-3551 WEST ELEVATION EAST ELEVATION I u cell, � y � r m ;s ----------------------- � > o � nil 1111111111 CD co � Z 0 C z N N 0 2 ?J fl I I It It DATE: 02/29/2012 I Ili Will Ili �z SCALE: 1/8" = 1 i 0 3 C Y ELEVATIONS SOUTH ELEVATION DWG. NAME �o B A-7 ©� DWG. NO PROPOSED m it ADDITION _ o xU W e HURRICANE CLIP a TYPICAL. U ALTERATE SHOWN)CLIP NORDEN RAFTER TO TOP PLATE RESIDENCE (4(-8d CO MON NIILS o RAFTERILAN TOPUPLAIN TEEACH ORIENT, NY DOUBLE TOP PLATE 2395 KING STREET SIMPSON H2A HURRICANE CLIP NAILED. FROM PROVIDE 8d COMMON o RAFTER TO STUD. - NAILS @ 4" O.C. AT a ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL o 4 - 8d NAILS EACH END SHEATHING. FRANK UELLENDAHL m 123 CENTRAL AVENUE P.O.BOX 316 APA RATED PLYWOOD TO GREENPORT, NY 11944 TEL: 631-477 8624 EXTEND TO TOP OF TOP a PLATE. OWNERS 2 x 6 STUDS @16" O.C. ALAN AND PATTI NORDEN Z 2395 KING STREET ORIENT, NY 11957 3 TEL: 631-323-3551 R.O. FOR WINDOW/DOOR o � E C 2ND FLOOR � f s �� r E w � o � Q U a d a 1-1/4" 20 GAGE STRAP W.f 1-1/4" 20 GAGE STRAP Wf 5 - 8d NAILS @ EACH 1 ST FL. 6 -' 8d EACH ENEEACH 1SS.FL. STUD - EACH END - TYP. ( D TYP. MAX. 4E EACH a ( CA MAX. 48" O.C, ) a V � F\—PLYWOOD SHEATHINGLa TO OVER LAP BOXR5N BEAM - TOP + BOTTOM. o, _ cN 1ST FLOOR W DATE: 02/29/2012 SCALE: NYS =o 3¢ CONNECTORS Y CRITICAL PATH �o s� DWG. NAME SECTION ELEVATION o A_8 ©� G. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3,1 - WFCM [:] PROPOSED .� I Joint Description Nail Sizes Nail Spacing WE ADDITION 0 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (•Toe—�To ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter BETTER. Ceiling Joist to Top Plate e—nailed n/ per joist Ceiling Joist to Parallel Rater (Fa e—nailed) n/aa 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 MIN. THICKNESS OR AS NOTED. / Collar Tie to Rafter Face—nailed) n/a per tie Blocking to Rafter ( o —nailed) 2 — 8d each end Rim Board to Rafter rl nd—nailed) 2 — 16d each end N NORDEN 3. ALL SUBFLOORI/NG TO BE APA RATED STURD—I—FLOOR, EXPOSURPLYWOODETO,BE SET MIN. ONTHICKNESS. BLOCKING.EDGES G GLUE AND WALL FRAMING RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot Top Plates at ntersection Face—nailed) 4 — 16d joints—gach side ORIENT NY 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed 2 — 16d 24' ox, w r WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face—nailed) 16d 16" o.c. along edges 2395 KING STREET TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud 2 — 16d per 2x8 stud ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS z CD AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. FLOOR FRAMING 123 CENPOLBOXE316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or (Toe—nailed) 4 — 8d per joist TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Br'idggin9 to Joist (Toe—naile�irder 2 — 8d each end Blocicin to Joist `Toe—nailed 2 — 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block PARTITIONS OR AS NOTED ON DRAWINGS. Ledger Strip to Beam (Face—nailed) 3 — 16d each joist ALAN AND PATTI NORDEN Joist on Ledger to earn (Toe—nailed) 3 — 8d per joist Z 2395 KING STREET Band Joist to Joist End—nailed) 3 — 16d per foist ORIENT NY 11957 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot TEL: 631-323-3551 WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.„perimeter zone other 6 o.c. edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c. interior g BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal Board Sheathingof panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. g ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 „or 1 x 8 2 — 8d per support y 1 x 10 or wider 3 — 8d per support ' 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field VN �f 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING z o AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 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 CONNECTORS BY "TECO" OR APPROVED EQUAL, FOR 25 / 32 8d 3 edge / 6 field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field E 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 N PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND 1 x 10 or wider 3 — 8d per support o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM, A SINGLE 1 3 4" Structural Panels o DATE: 02129/2012 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1 or less " 8d 6„ edge / 1 field SCALE: NYS renter than 1 10d 6 edge 6 field FRAMING NOTES PERIMETERS. HANDLING, STORAGE, AND ERECTION OF g g / COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing RECOMMENDATIONS. 1,", x 6"„or 1" x 8" 2 — 8d per support Nailing Schedule 1 x 10 or wider 3 — 8d per support 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS N BY 'FastenMaster' 0 16" O.C. i"Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed DWG. NAME 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall o A-9 xbe doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. E3 DWG. NO E = When wall sheathin is continuous over connected members , the tabulated number of nails shalt be permitted to ®� 4­16'�:�' ' 16' be reduced to 1 — 1g6d nail per foot.