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HomeMy WebLinkAbout30747-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31617 Date: 06/20/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1325 SMITH DR N SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 2 Lot 2 .5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 4, 2004 pursuant to which Building Permit No. 30747-Z dated NOVEMBER 4, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION, ALTERATION & DECK ADDIDTION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LORETTA HINDERLING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2059585 01/26/06 PLUMBERS CERTIFICATION DATED 02/15/06 PECONIC PLUMBING jw'�'-v 4 — ho ize Signature Rev. 1/81 Form No.6 I! TOWN OF SOUTHOLD �B ' Qv BUILDING DEPARTMENT l d 3 0 i TOWN HALL 765-1802 sf6 -3/3 - (068'x/ PPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 ` Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 13-?s �fl X A �/r) X.,yi j �f/z /4j 7X �O01E /t/PC K House No. / Street , /�^ amlet Owner or Owners of Property: �iD,C&T-7 f� //�/✓(�� r�L//V y Suffolk County Tax Map No 1000, Section 76 Block 0-2, Lot . S Subdivision '/D F DOSE'�c C Filed Map. /66.3 Lot: Z S Z4, Z7 Permit No. 3D 7T7 Z Date of Permit. // .7iv Applicant: Zee&TTA iyi v D c,�ZL/��f Health Dept. Approval: Underwriters Approval: aOS 958 5' Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ J • ©O .. e ' CrX.1.4M2 Applicant Signature James F. King, President ��Of souTyo Town Hall Jill M. Doherty,Vice-President 53095 Route 25 yy Peggy A. Dickerson T P.O. Box 1179Southold,New York 11971-0959 Dave Bergen Co John Holzapfel '% i� Telephone(631) 765-1892 2 COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Building Dept. FROM: Board of Trustees DATE: July 7, 2006 RE: LORETTA HINDERLING 1325 SMITH DR. NORTH, SOUTHOLD SCTM#76-2-2.5 With regard to the above-referenced property, an inspection was made and it was determined that the additions to the dwelling, new garage, and decks were constructed in compliance with Wetland Permit#5778, as issued on June 18, 2003, and amended on March 22, 2006. If you have any questions, please do not hesitate to contact us. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30747 Z Date NOVEMBER 4 , 2004 Permission is hereby granted to : LORETTA HINDERLING 38 PICKWICK RD MANHASSET,NY 11030 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1325 SMITH DR N SOUTHOLD County Tax Map No. 473889 Section 076 Block 0002 Lot No. 002 . 005 pursuant to application dated NOVEMBER 4 , 2004 and approved by the Building Inspector to expire on MAY 4 , 2006 . Fee $ 523 . 20 I Auth, i ed Si re ORIGINAL Rev. 5/8/02 c� � cPrJ�rJ�rJ�rJ�rJ�rncncnrJ7isP�ncJ�rJ�rJ�r�rJ��Pr1'rJr�rJcPrJ�rJ'r.PrJ�cnrn�Pi=nrJr�rJ'rJ�rJ�rJ�rJ'cPrJ'cn r.Pcnr.P�Pr�cPrJ-rJ�rJrJ�rJ�rJ�rJ�r�cnrJ@Pcncl�r.ncfa 50 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 5 TY 40 FULTTON STREETF C NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. LORETTA HINDERLING 5 P.O. BOX 215 1325 SMITH DRIVE NORTH 5 SOUTHOLD, NY 11971, BAYVIEW 5 SOUTHOLD, NY 11971 SLocated at 1325 SMITH DRIVE NORTH BAYVIEW SOUTHOLD, NY 119715 Application Number: 2059585 Certificate Number: 2059585 rr5 Section: Block: Lot: Building Permit: BDC: ns11 c5 Described as a Residents 1600:l l94 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, describe eDw, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, addition,Attached Garage,Outside,Attic, Porch/Deck, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 CSJ herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of 5 January,2006. 5 Name 4TY Rate Rati Circuit Type 5 5 fj Alarm and Emergency Equipment rj Sensor 2 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke fj Appliances and Accessories5 5 Exhaust Fan 2 0 F.H.P. 5 Wiring and Devices 5 Outlet 30 0 Fixture 5 Fixture 28 0 Incandescent e5 5 Fixture 2 0 Flourescent fj Outlet 32 0 General Purpose fj 5 Receptacle 18 0 General Purpose 5 5 5 Switch 17 0 General Purpose C5 Receptacle 7 0 GFCI L� 5 5 5 sea/ 5 I of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raisedseal at the locatiun indicated. "2L- 5 5 3. .. 5 O�OSUFFO(,��o o� Gyp H x Town Hall,53095 Main Road p .�C Fax(631)765-9502 1Telephone(631)765-1802 Southold,New York 11971-0959 y'�O,( �t` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. - :f o/7 V/7 Z Owner: ©RL7'Tff /7i.v1��f2L/N� (please print) Plumber: 19C co n i L 2I C.-r-L /0 7 n C (please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. // (Plumbers Signa Sworn to before me this /�b d of / 5 20 l>L� Notary Public, 1 County VICKI L.LOPER - Notary Public,State of New York No.01106070081 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEZ PERMIT NUMBER EFFECTIVE DATE 1-4738-01063/00005 Au ustit 2004 FACILITY/PROGRAM NUMBER(S) 0 PERMIT EXPIRATION DATE(S) Under the Environmental August 11,2009 Conservation Law TYPE OF PERMIT■ New ❑Renewal❑Modification■ Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO F(516) EPHONE NUMBER Loretta Hinderling 365-3729 ADDRESS OF PERMITTEE 38 Pickwick Road, Manhasset, NY 11030 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECTIFACILITY Hinderling property, 1195 Smith Drive, North (aka 1325 Smith Drive. North), Southold SCTM#1000-76-02-2.5 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold I Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct garage, deck, porch and two story addition to existing single family dwelling, and extend drive to garage. All work must be done in accordance with the attached plans stamped NYSDEC approved on 8/9/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Mark C. Carrara (CKVV) Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE �L/-CGCiLQ/ Page 1 of 4 August 11, 2004 . 5 3O -;ES_ 060 516- 3(5-387 New York State Department of Environmental Conservation _ Division of Fish, Wildlife & Marine Resources, Region One = Marine Habitat Protection Building 40- SUNY, Stony Brook, New York 11790-2356 Denise Sheehan Phone: (631) 444-0295 FAX: (631) 444-0292 Acting Commissioner Website: www.dec.statemy.us :y > T' ^�•• Jul' WARNING LETTER March 31, 2006 Loretta Hinderling 1195 North Smith Drive Southold, NY 11971 Re: 1195 North Smith Drive, Southold (Suffolk) Suffolk Tax Map ID: - - - Dear Sir/Madam; During a recent inspection, Department staff noted a potential violation at 1195 North Smith Drive, Southold (Suffolk County). Specifically, Reconstruction of a 10'x13' deck in an adjacent area to aNew York State Regulated Tidal Wetland without the benefit of a permit to do so. These are regulated activities within the Department's Tidal Wetland jurisdiction and therefore, require a permit from the Department. - Conducting regulated activities without the required NYSDEC permits is a violation of Article 25 of the State's Environmental Conservation Law. Such violations may be subject to a maximum penalty of$10,000 per day per violation. At this time, the Department is issuing this warning letter in lieu of further enforcement action against you. We now consider this violation resolved. You are reminded, however, that any future regulated activity will require the appropriate permits. Thank you for your cooperation in this matter. Sincerely, 5 Karen Graulich Regional Manager Marine Habitat Protection - Region 1 W06EA/SL01 cc: File James F. King,President ��OF SOUIy� Town Hall Jill M. Doherty,Vice-President ,�O 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen Co John Holzapfeli� Telephone(631) 765-1892 IFax(631) 765-6641 enum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 22, 2006 Ms. Loretta Hinderling 38 Pickwick Rd. Manhasset, NY 11030 RE: 1325 SMITH DR. NORTH, SOUTHOLD SCTM#76-2-2.5 Dear Ms. Hinderling: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 22, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit # 5778 to include the existing 10'2" x 19' deck and to install a deck landward of the bulkhead as a non-turf buffer, and as depicted on the survey prepared by John T. Metzger last revised August 7, 2003. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Jam Presi nte ©� , Board of T tees JFK/hkc -'R 2 5 .,Eat - Board Of Southold Town Trustees SOUTHOLD, NEW YORK 1 June 18, 2003 ' PERMIT NO. . ._�- DATE: ...._..._ ..._ _............. LORETTA HINDERLING ISSUEDTO ........................................................................._.._._.._.............................................. ,�uthnri�ttftnn ., Pursuant to the provisions of Chapter 615 of the Laws.of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the June 18, Resolution of The Board adopted at a meeting held on .............................. 2003 and in consideration of the sum• of ;...00.00 paid by LorettaHinderlin$.......... ..._.........................................._..............................._..... s� ... of .? ' Southold __....__........ N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, s- of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct a two=room, two-story addition with. basement, a two-car garage,deck,front porch and dormer, with t condition of a 10' non-turf buffer, gutters & drywells are installe to contain the roof run-off, hay bales are placed down ppr}gr to all in accordance with the detailed specifications pec on tandaapresented esedepnc ednon th .the originating application. survey prepared by John T. Metzger 14�t rev�sof-Aug. 2003. IN WITNESS WHEREOF, the sai Boar of rut ees Yaiere- ; by causes its Corporate Seal to be eftixed, and these presents to be subscribed by a majority of the said Board as of this data. ell Trustees \ y.... a , r 1Kp 3 ( � ty SOUTyolo • .Q coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ czc�-1 . i DATE INSPECTOR -" 7 Of SUUryolo }Qaf co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I /►A� , 1 7C DATE �O d O INSPECTOR 07 7� 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [;;I TION FRAMING [ NAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - / r DATE l INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FQUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - � �f DATE � ll � INSPECTOR -" 3o7` 7z 765-1802 BUILDING DEPT. INSPECTION X]FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ _] FIRESAFETYINSPECTION REMARKS: 4,e DATE / °L �'Z� - INSPECTO JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. ( r I JUt222i1 Re: Framing/Plumbing Inspection Hinderling _ 1325 Smith Dr.N. Southold,NY 11971 Permit#30747-z To Whom It May Concern: A Framing, and Rough Plumbing inspection was preformed on the above property. All framing was done as per plan and meets all state and local codes. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. �gOF NEib- g,�P n 2 S' erely v �FE�10 James rk ki LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 June 15, 2006 Mr. Michael Verity, Department Head Southold Town Building Department Main Road, Southold, NY 11971 16 t Re Residence Loretta Hinderling 1325 Smith Drive North Southold, NY 11971 Permit No. 30474 To Whom It May Concern: I have inspected the new porch on the left side of the the above mentioned residence and found that the porch as built is inaccordance with the New York State Building Code and the Southold Town Building Code. Sincerely, Y Lawrence M. Tuthill, P.E. c � 2264-1 • w OA9�RSSIOK��/ FIELD INSPECTION REPORT I DATE COMMENTS o FOUNDATION(1ST) J y at ----------------------------------- FOUNDATION (2ND) B Ul_ z V.► o ROUGH FRAMING& PLUMBING D io - - 2 INSULATION PER N.Y. STATE ENERGY CODE _ 7 G c FINAL ADDITIONAL COMMENTS °zz 0 Ci m 's L r Q O z x — r y _ o r ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BI$LDING 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 www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined I t 20 Contact: Approved 1 u ,20 Mail to: Disapproveda/—c�T Phone:O,F--LL Expiation 201,_ �7cK LO—5F uilding Inspector ' 4 APPLICATION FOR BUILDING PERMIT Date D /S 20 0 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. V4, )- 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) 38 f ickcc>iCf(�c� ydA4,4SSeT.y Y (Mailing address of applicant) //090 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWA116C Name of owner of premises 77-4 RL/1✓Cr (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. Co�TRACTt�- �t/ ©uflll � Plumbers License No. %0 252. e .ifiye f>T>'�°i1 zcl Electricians License No. Other Trade's License No. 1. Location of land on which proposed work 3Vi11 be doge: 13,75- • NorZTh' ��►OO,S�/VeCf+C .���A7Ef House Number Street Hamlet // ooy�, i!ONyI County Tax Map No. 1000 Section Block CJ Teo -Wylm S Subdivision NIRA Filed lvia�,'ty �t ' (Name) 2. State existing use and occupancy of premises and intended use d occupancy of propos construction: S a. Existing use and occupancy .SIA.)67/9- /A��1iL �// D uJ E111A)6 b. Intended use and occupancy d/�6� Ti9/L//Gy 3. Nature of work(check which applicable): New Building Addition_VAlteration� Repair Removal Demolition Other Work (Description) 4. Estimated Cost%zS� ! /t!/y/t1EG 4FA Fee Ats (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 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front - `f Rear !VZ `f FT. Depth y 5 T Height c;%Z ;77- Number of Stories / ��- Dimensions of sa,Kne structure with alterations or additions: Front yZ , '/ Rear 2 Depth Height Z2 Number of Stories 8. Dimensions of entire ew construction: Front 76 • Tr Rear 17-Depth �s F7. Height o2(oT. Number of Stories awa / '/z 9. Size of lot: Front /ST $ FT.-Rear / 7 $S Fr Depth / 7(.0 9 /7". r 10. Date of Purchase=51� o Name of Former Owner &A11"t� ��. E� 11. Zone or use district in which premises are situated /�[ — 4yo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO—Z 13. Will lot be re-graded? YES_NOW Will excess fill be removed from premises? YES NOAL- 14. Names of Owner of premises Z• Address 36 P'6k,0It Phone No. S/6 36S37Z9 Name of Architect /����y LvM��F{ Address Hair 170 (� Ap-&hone No 6 3/ X77 0 YOO Name of Contractor CovT�ac lervl v DuV&RAddress38 'S"wtck- Phone No. .5-16 365" 3729 h/d AJ ASSN 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V/ NO f * IF YES, D.E.C. PERMITS MAY BE REQUIR D. '�oTr1 kphµI}S na ,fe -beef1. CLCILARQc.1 btc FXALkiT # I-4738-01063 1600,o5 7R-os-ree /IxAs4 i7T 5-77 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. ✓ STATE OF NEW YORK) LLLL SS: COUNTY O L(7'fo I Rp QETTff /z 6t�L IA11 ;a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ��n C�1 (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 j#re me thi Ij d//a��yof, 20b� Notaryublic Signature of Applicant so. Wk w 0:;�I9001 Suffolk County Department of Health ServicesHealth Reference Number Office of Wastewater Management County Center- Riverhead, NY 11901 (631)852-2100 Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information C 1)Address of Residence: Street 3 2 c)►j11 kJ rive ho( Hamlet Syy O Zip lLq 7 2)Tax Map Number:/1 District /000 Section _Block (� Lot(s) <x S 3) Owner's Name /,% 0 re- /� nd.-2N hki� Phone S/d �6S37.Z�1 4)Client's Name(if different than owner) 5)Proposed changes in use (e.g., addition of apartment,bedrooms,office, etc.) B. Evaluation Summary 1)Type of Water Supply: ❑ Public Water ❑ Private Well—If private well, was water tested ❑ Yes ❑ No j(N/A 2)Water supply checked for pressure and leaks. ❑ Yes No 3) Routing and discharge of wastewater into the system(s) checked. cz Yes ❑ No 4) Some or all components of the system(s) pumped as part of the inspection. A6 Yes ❑ No 5) Septic tanks)evaluated for operation, piping and general condition. JZ Yes ❑ No ❑ N/A 6) Leaching zokrills evaluated for operation,piping and general condition. ® Yes ❑ No , f r . 7) Leaching`,bo tpopent eek?ed for type (e.g., precast, block, corbelled block). WYes El No 8) Records check4.4'o detejfnlne the history of services or repairs. ❑ Yes XNo El N/A 9) Records cbeclteato Apterm' lr a average daily water usage. El Yes ( No El N/A 10) Number bf leach g$W.i-inspected Z Number of leaching pools that required service 11)Other evaivafiot►s, ►ad esults i000 q k1 S T lLzj 8i x �co�s •A plan showing the layout and specifications of the existing sewage disposal system and water supply is required and must accompany this certification WWM-072(6/11/02) Page 1 of C. Recommendations And Results (Check applicable items): 1. Sewage System a. System(s) functioned properly at time of inspection and is adequate for the proposed ?C� use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply i a. Water supply is adequate for proposed'use (if private well, attach recent water analysis). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: } Clzx Certification: The results and recommendations found in this n 3 9 report a on the attached plan are based upon my evaluation and ins ion of the above referenced property: `fib �O• os2s`°��a 'OAp�S10r1P ` Name of A h tect/ ng eer Oso 4r7eC* License Number Sid Signature Date I I 1 VO Phone 576 — 745 —2?-44 Mailing Addres : e /7ZS /}�6 Qd 09W Hamlet '�;dJ�t4 1W State Iye Zip Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The inspection report excludes and does not intend to cover components that are Inaccessible (by reasonable hand- digging) or are otherwise not observable. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072(6/11/02) Page 2 oft Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheckUM4DERLING.rck COUNTY: Suffolk STATE: New York HDD: 5750 i CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.08 ) DATE: 10/28/04 " DATE OF PLANS: 10/26/2001 "° p� PROJECT DESCRIPTION: HINDERLING SOUTHOLD.NY COMPLIANCE:Passes Maxirnum UA=207 Your Home UA= 147 29,00/o Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perim R-Value B-- U Facto IIB Ceiling 1:Flat Ceiling or Scissor Truss 586 30.0 0.0 21 Wall 1: Wood Frame. 16"o.c. 1360 19.0 0.0 75 Window 1:Wood Frame:Double Pane with Lon'-E 50 0.340 17 Window 2: Wood Frame:Double Pane with Low-E 8 0.340 3 Window 3: Wood Frame:Double Pane with Low-E 6 0.340 2 Window 4:Wood Frame:Double Pane with Low-E 18 0.340 6 Window 5: Wood Fmme:Double Pane with Loy,*-E 24 0.340 8 Floor 1: All-Wood Joistfrruss:Over Unconditioned Space 324 19.0 0.0 15 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans. specifications.and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page.they are attesting that to the best of his/her knowledge.belief,and professional judgment. such plans or specifications are in compliance with this Code. Builder/Designer ;; AnDate d ` —00 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 10/28/04 Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ( Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] ( 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor. 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ] No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identscation: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-pluscmbedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the Table 1: Minimum Insulation Thickness for Circukting Hof Water Pipes. Insulation Thi kness in inches be Pipc Sizes Heated Water Non-Circulating Ronouts Cimdatin )&ins and Ru TTelllperature f F) Uo to 1" 119 to 1 15"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100430 0.5 0.5 0.5 LO Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. insulation Thickness in Inches be Pire Cres P4nFng SXstem Tvoes Ranee( F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to;„ Heating Systems Loc Pressure/Temperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed nater) Any LO 1.0 t.5 2.0 Cooling Systems Chilled Water.Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Belot 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Vg* SURVEY FOR gGOa` . . SNE N � � y,LW ANS LORE TTA H/NDERLING 0000 : _ _ AT BA YVIEW LOCATION . /179 85 I dark TOWN OF SOUTHOLD SCALE 1' 500 _ _ j _ tI ands bD�° SUFFOLK COUNTY, N. Y. 08'2624 — —TicUNE t a �f 1000-76-02-2.5 lade S19ALE.• 1'=30' PIPE d;Sf rh 1.1•W `DEC. 3, 2002 u.".*6L ALONG non . ZONE AE (EL. 8) ;AUG. 7 2003 revisions) BULKHEAD BULKHEAD I ONE LINE Nov. I�, 2003. fad ISE ) D3W Z LOT 2$ LOT. 26b - Z JAN.S, 2004fREVlSEDJ J >`f` FLOOD July 16, 2004 (revisions) N o SEPT. 29 2004 0 oy I N I (a� e i ha_ - OT 27 +1 LOT 28 N ZONE X � 13.3' m ss � 1 1/2 STY. �c�eu a '� o Basemen( - 17'48'Addition to be excavated to elevation 5 FR. HSE. F 1 . {yr. el2.v a ^." Excavated material (approx. 62 cu. yds) to be used for 00 __ \__,_- ___ o rading around prop. garage. el s o \ U o Extra material to be removed from site 932.4' \"� a FLOOD ZONE LINE s. ' R. \ LOT COVERAGE a 7. !e!/ Existing 1491 sq.fl./29766 = 5% 1 IPROP POR mo_ r • ` 76.1 0 at completion of project 2697 sq.11./29766 = 9% O A7ION ne: 12 DD1p Z M I F 6LR. EL. 12.9' perv'o.. I ZONE X 5 5b N �' „� a I ELEVAT70NS REFERENCED TO N.G. V. DATUM .o 0 Ao> l }', I cEsOO`s FLOOD ZONES FROM FLOOD INSURANCE RATE N I 4 TING �� _— MAP. MAP NUMBER. 3610300166 EFFEC77VE DATE. MAY 4, 1998. ILOT NUMBERS REFER TO "MAP OF GO N r coq 157.65' FILED IN THE SUFFOLK COUNTY CLE $ Zc AS FILE NO. 1663. 203.06' SgOros pOpW DgIVE NORTH ( �q'- N. Y.S. WNn ECONIC SURVEYORS, P.C. ANY ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION (631) 765-5020 FAX (631) 765-1797 OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTFlCATONS P.O. BOX 909 AREA=29, 766 S.F. HEREON ARE VALID FOR THIS MR AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET 02_338 TO TIE LINE 0 =PIPE �pSE OR APPEARS HEREON IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N. Y. 11971 g� • 4 _ PLW SURVEY FOR g. EEg ANS LORE TTA HINDERLING E �}pOSE 5 , AT BA YVIEW «� 179 s j— TOWN OF SoUTHOLD LOCATION SCALE r 500' — — nds b°� SUFFOLK COUNTY, N. Y. N7s'26,24"E, n u+E �e t' ° 'vN 1000-76-02-2.5 ye 4 e i `° SCALE.• 1'=30' d1SlJrh�n�c PIPE— i.rw � 'DEC. 3, 2002 170n . ZONE AE (EL. 8) ;AUG. 7, 2003 (revisions) 4 M'8�KNEAD ALONG • NOV. 19, 2003. (additions) 24i ZONE ��NE JAN.5, 20041REVISEDI BULKHEAD LOT 26641 f{et �-� OD July /6; 2004 (revisions) 0.3'W LOT 25 0 N \ M SEPT. 29, 2004 �- -- ---- of ha pa 1e 5 - 1� o I IInc OT 27 LOT 28 t) _ m 90 _�-- I ' sz�s I ZONE X Rr, -- 13 (b 9.3• 1 1 2 STY .6 �ofa< PFR- HSE. o Basement 1T=18'Addilion to be excavated to elevation 5 n 11r )2, a. o n_ryli, r, Excavated material (approx. 62 cu. yds) to be used for p, f \ o rod'ng around prop. garage. e) s.o Extra material to be removed from site OOD ZONE LINE FL 3 LOT COVERAGE 6 7 fel/ . Existing 1491 sq.1l./29766 = 5% Cb _ p[�p PARCH o at completion of pro%ecl 2697 sq./1./29766 = 9% \ I �' •.` 76.1' N I Pl?OW. 2 STY. .xr1 12 ADD177AN o O F. FLR. EL 12.9' 0.,"V c (ZONE X y ha ELEVAT70NS REFERENCED TO N.G.V. DATUM v I o 0 FLOOD ZONES FROM FLOOD INSURANCE RATE 4< < TOG 5_ P�Zc s'< MAP. MAP NUMBER: 3610300166 EFFECTIVE DATE IMAY 4, 1998. n I LOT NUMBERS REFER TO "MAP OF I FILED IN THE SUFFOLK COUNTY C t 157.65 AS FILE NO. 1663. yC * * 203.06' '03 oa"W S80 DRIVE NORTH SRS 618 ECONIC SURVEYORS, P. . ANY AL7ERA71ON OR ADDIPON TO 7741S SURVEY IS A WOLA77ON (631) 765-5020 FAX (631) 765-1797 OF SECTION 72090, 7HE NEW YORK STATE EDUCAnON LAW. EXCEPT AS PER SECTION 7209—SUBDIN90N 2 ALL CER77FlCA710NS P.O. BOX 909 AREA=29, 766 S.F. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET 02_338 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N. Y. 11971 TO TIE LINE 0 =PIPE WHOSE SIGNATURE APPEARS HEREON. I I 131 nv 2 g 951- P[ nG 51-RLnG r, HnGD a. I Lp foo 3 � w o m o m - 'U Q QO pD W N lX/ST/NG STRUCTURE Z � 0` 0 k ,1 l N Q O 0 r i WLU n _ ¢ x - IL ¢ p O Z � A 6ECKiNG - - � 2- z",� B"yEAOER CONNECTOR 3 p4;4 CE3 —: "' q"FONC_e/ALK i G ADE � - - - - IN -- BOLTED DO SECT"/ON A-A _ SCA L E POSTS c".a "� --- dN /2'0/A A290 T111165 - --- (TY/-) 3 PLACES__.__ .._ (61 NEW� e• � w FPAM/NG-_ PLA_ /_V O]Za2/ O , 2S/-1 • �AOKESSIDN�� � A WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVm USP METAL CONNECTORS FOR PROPER UND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. In C MAX 4•IMX 4 DIA IIAISFA1111 r INA MADMUM POST GIRDDLHEADER POSTICOWMN N CONCRETE FOOTING h iR z - - - 3Ld w DECK POST FTG.CONNECTION 1- > DECKJPORCH RAILING SPNUMBER N APPLIG '" a la P9 STAIR RAILING POST-TO-GIRDERMEADER CONNECTION exe P OR WEee (SENA ANCHOR TO FOOTING USEMN.�1701A GALV.BOLTB WIIX WASHERBAND NUA U) 14jr SPACE Z Z MINB 111 z i; IIANDRNlB � h ONO ' PWr GIRDER/HEADER � � � 4 41 y� D ° B RIM a1Jo ' POST/COLUMN WNCRETER w Z j OPEN ISALIMTER 61131 IED TO HANDRAIL CONNECTION Au tWLPAHS SHALL BE CONTINUOUS THE FLU LTN LTH POST-TO-DECK CONNECTION HEADEWGIRDER TO-POST CONNECTION OF THE STAIRS.HANDORIP PORTION OF ALL HNARNl2 SHALL NOT BE LESS THAM-1N•NOR MORE THAN SN TION PNU Al'RJ TDO CROS SECTIONAL ONENSDN.OR THE SHAPE SHALL USE MIN.(211?NA GAY.BOLTS WITH WASHERS AND NUI! (31 BEAN5 ER I... � PROVIDEAN EOIINNENTGRPFING SURFAJ� GIRDER/HEADER TO POST/COLUMN CONNECTION 131 BEAMS PAIMe LY 0 FLASHINOTUCNEDUNOER Z n TOP RECEOFSIaNGANO W tel• LAPPED OVER FIRST CONTIN. JU a aRceRnEAOER PIECEOFERINGBELOW UNDISTURBED SOIL 1NuECI�EDme�inNi�cocU urrAABncBASEOIRECRYax p } o UNOISAEDRRSOL(ORGANICS REMDVEO) STAIR TREAD �, Frt��CONNSTRRIBE UC OR TAND PLUMB AMO Z POSTIOC N FLEAS P[N MANUFACTIIRES INSIRIICTIOID RIM BOARD RnDR FOAMIxxF Z n STRINGER aJaeA Irll . lllmll Ilrl ME 11 I1=1 —I IILOCMNO FOR JOISTIMNGER co POST-TO-GIRDERMEADER CONNECTION NUMBERLOCATION MIP RM JOISTI W. K WLUMN PB04INPSSEMI OTP WL Mx ;•• DISTURBED / POOR 801E STRINGER TO DECK:/PORCH CONNECTION 14i° ° PosT AN EACH u N u�r�uYER OFCRUSHEDSTONE OR DECKIPORCH LEDGER CONNECTION LEVELMO COMPACTBYHAND LAV NASUS SASE DN WAIRACIEDGRAVEL LEE FRC CCINSTCIDN TUBEND PURR BRETUBE FlLLAB ASPER PERMAMIFACIURES'MSIRUCIIONB CC '' _ _ m lrmml IRll Ilmlmalml (u U) WOOD JOIST H WOODMIST JOIST BLOCIONG CONC,PIER FOOTING W orpoar STSIEINS FOOTING FORM if-"il V GIROMIEADFIT IN ACCORDANCE WITH SECTION 104.11 OF INS,RESIDENTIAL CODE TNM DESIGN WOOD JOISTGNDERAEADEIi WOOD aRD61 COUPLES;WITH THE NIENTOFTHE CODENNDTHE RNTERMLOFFERED u TH1 9 AT LEASTE EOUNNENT N DURABILITY AND EFFECGVENM OF THAT Z PRESCRIBED IN THE COCfl THE DMSION OF OWE ENFORCEVENT AND ANANSTRATIOS FINDS THE PRODUCT ACCEPTABLE FOR USE N N.YAB.BASED UPON DBO EVALMATON SERVICE REPORT O FLUSH JOISTS WITH HEADERIGIRDER SPLICED JOISTS OVER HEA.DERIGIRDER ER04SSANDBIISIECTTO THE CONOVIONS THEREIN. 0 ALL JOISTS CONNECTED POARJUSH RSTEEL ADER TO BE CONNECTOR PPORTEOWITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LLL 711E PROPER SIEdR CONNECTOR IRAN$BSTFIR JgBALLOIN 1M'HpNIAGE. LVLIEJDEPS M OE WITH 8110 T'DaWN ANCIDR3 p TONLDwFORSHRINAME I O Q W DECK& PORCH NOTES: NAILING SCHEDULE (1) O 11 Unli RNiN nrW,AabrbnWTYl bb-NACO pi n Mto. NAL NIJL 2 h.Nr.IrSBArrrrM.bbfAfrMudrrr3�rr JOGTR. SPAfANO NOTES 3f ObbrbdRdtlrrlbNNlYdurdntlbridlpoMarplfrtll NAFIbIa/r bdA 'PLATE /-NCOM.DN PER TO GYJbamamAYObI.Nr1NrWIRW vAA pPOAFYranwFlR.bldiob BLL,TOP PNAIEORGIRDETI JOIST HAS. OF PJFW y Lm�oa.N. �..elrz a..rMRI. b3wm..w..MDn. CLIMATIC &GEOGRAPHIC DESIGN CRITERIA BROGING 3-NccMMW END ME NAIL tial 3 PBr.rgpvDgpYdnrrlMrtln.dbAl3tITa13'NrimoAYbobAT GROUND WNO SEISMIC FROT VRNIEA ICEBL1tDD RDOO BLOCaNO EACH TOE SHOW SPEED OFBIGN 11ENN0 NNE TERARTE DECAY LTESRiN IRDFIIIAYMENT R-MLOIAKIN a' BniiBm l?rABrbprWverl Aehwbabtl MAFodbP3lra11ATARoB roJOLTT ETD NAL c S r 4 e.aLNbpWe LOAD (I") GIETIONY DEPTH 'TEMP. REWIRED e MODERATE auarort w 4DrAldabhntlotlSprBO¢e. A6 AL 130 S SEVERE SET. 1i 3.1MCONDN roHEAW MODERATE SLOOL NAL RA �DGERVa-1EEACH FACE SEJOST NM. 1 r w Wprbb.brBwdbbrdYMMA1?dY.bdb YlaIMIBTA nOnuh JfASr ONIIDOER CplP.YprArrlhABMnunTtivnP.dA 3-1MCOMMON JPER f TOE Air TOBEAM a•MCaJON OIBHAS. TD NL LLOR�WAl=a lowrtlwifli, ml-ow. Erb JublrlNMvSHOIE IILI[`lL+\yV`LJJII •1NCOIM.ION � 70ENAL I //L� O � �`Oy JJ h O W Z W 4' 2 J 0 R COMPLY WITH ALL CODES OF I CONSTRUCTION SHALL NEW YORK STATE &TOWN CODES MEE T THE REQUIREMENTS OF THE APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF OF,NEWYORKSAX_,- DATE: L B.P.BSOUODMAIN ZBk SOUDOLD TOWN PLANNING BOARD FGE: 5BY: I ::ITERSCERTIFICAt ' Z' ' II l N jTIFY BUILDING DEPARTMENT AT LIZI SOUDICLDTOWNTRUSTEES REQUIRED L 165-1802 BAM TO 4 P FOR THE N.Y.S. D =OLLOWING INSPECTIONS: >' 4 IA I FOUNDATION - TWO REQUIRED W U' N z FOR POURED CONCRETE ILU 6 , Z ' 2. ROUGH - FRAMING & PLUMBING FLOOD 1// 1 3. INSULATION COMPLY WIT CHAPTER "46" z' 4. FINAL - CONSTRUCTION MUST OCCUPANCY�AOR FLOOD DAMA E PREVENTION BE COMPLETE FOR C.O. USE IS UNLAWFUL SOUTHOLD T WN CODE. _ ALL CONSTRUCTION SHALL MEET THE I REQUIREMENTS OFTHECODESOFNEW N ' '� ' m' .' YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY PL PLU BER CERTIFICATION ONL DCONTENTBEFORE I wllll�l ', CERT( ICA TE OFOCCUPANCV ZI' '9 OI 'o' I_, IWi W I5 O �I Z SOL ER USED/N WATER F �' ='I - - - - - - -- - - - -- ' Ic9' Rj- _ QIIZ �. O LED2/100F1%LEAD. SII W II�I '<n M CANNOT XCC I -- - - (RETAIN STORM WATER RUNOFF Zi oil' ' EH] IPURSUANT TO SECTION 45-IOC Ip != OF THE TOWN CODE. � I I i - PLUMBING ALL PLUMBING WASTE a 4 - - - &WATER LINES NEED Z TESTING BEFORE COVERING LU It v o co © - - CERTIFICATION OF z - - N ILING &CONNECTIONS c' _ �I� REQUIRED. z I Q � co I El 3-I u^ U) 10 LU 0- FRONT ELEVATION ui SCALE: 1 /4" = I -O" of O 0 U- U- 0 z \ s'6 NEW ypg Q am��� W %.DEFp , p O �� i ILI T� Cw, U7�50 � N O vii � N 9 O Q d • Z' �¢ w I Q'I QIQI � s '> wl z W! I: pito Z zf , I I- - - - - - -- -- _ _ W rlqj Z _Ii0 I O Z'. J � I 1�j'�, 1< 9110 �O 10.1. O -- - - - - - - - - -- Iiz to m' I— :O, iS, H m o r 0 9 0 Z Z r W r W FR7F IV Q � co 1! rn W LEFT SIDE ELEVATION+ 0 SCALE: 1 /4" = 1 '-0" z 0 0 J Imo'' LL z Z i-ti a W \ 0 \, i O F F O N O .n N N LL I G O d l ZI Iil F, _ o JI N iQ WI � 'o Z IIS„ Z. .. 131 � 'I WI 77-1 _ W, ' i woz - -_ - - -- -- IZ W pWIZ -J -- - -- - - 'i❑ i,Z� ,, O w' � i�l �W� I� a 0 -- Z n - - --- - -- - - - - - w ❑ > C) o Z n nco -- - - - - - ("� RIGHT SIDE ELEVATION Z iT-11 W p SCALE: 114" = I -O" r� z K 0 O J �`Y O Z OF NE q6 W y W 07254 ���SSI.ON N 0 Q N � N � Q Q d lo W ' lO 7 ¢' 4 ! g >°. Z � I Z, In }' of m ' o. m I W Zi ❑ �i - QQ O OI j ''El O Z_ U)�itq Ij F m uo - - - - -- - - - - - - - - p o Z n -- - - - -- - - -- - - - - - - - - - _ - W � v ❑ . ❑ ❑ � CD � . - - - - - - - - -- - - - El O C z o QZ 1 o LAI REAR ELEVATION N w SCALE: 1 /4" = I '-O" - _ w O Z Z 1.4 K O � h � J p Q W ,S�Uv=WEWH g X735 �. N_ O � i � 0 Q d I I i I I I II DI •- �Z l — d �• f Z Q o FJfISTIN(�DOORS � Zlj EXI5TINGGRAWL SPACE ;oi ' m � �' I III TO REMAIN NEW 4"K4" P05T TO_ _ . -Ie`--- Z Iz'i IIS I,0 Wi U Z m ff W1 TO REM IN --_- '-5-5'- - -: 220 ED NBC. G [TYP) _ 1,131/2" I��I � >�1 � �3 2 X GIRDER _._ - 3 1/2" - POU7 9 7-l" - - 2 G 1 g Z plI IQ's JI =�1✓A 3 1/2"LALY COLUMN N 1 - LINE OF DECK ABOVE; W I✓ POURED CONC. FTG. - 21 2"X O'G1RDI,ER m "X 1 d' RIM BOARD III, - - -- 1a-5^ BURIED IN I Ip, ',$' M 2'- % 2'-O'X I'-0"d. a a mjZ IUII, � z .L o q 101, 1 EXISTING FOUNDATION c 2-2°X U GIRDER W, WALLS, FOOTINGS K FRAME S uo - 03 i U _ TO REMAIN < N 1~DD m2 OU ? O _ZDu O ¢ 20'-G" - d d Z Im !O DAMPROOf PERIMETER _ - -�OF FOUNDATION WALL _ �" _ _ _ i pp �3- 2"X$"GIRDER I 8" P. CONC. FOUNDATION - O Z W/3 I/2"LALY COW MNS WALL W/ 1'-4"X 8"d. FTG. EXIStING TO REMAIN Z 3'-0"ACCE59 F MU EX. BASEMENT INTO PROVIDE ft-19 '�O NEW AREA INSULATION OW,) 'ai ` x - GARAGE SLAB ABOVE " GUSTING 8A5EMENT iv @) 4" P. CONC. SLAB ON COMP, To REM IN PILL WITH W.W.M.G X G ////----2- 1 3/4")( 9 1/2" I OX 10 GAUGE WIRE PROV. I/2" REBAR DOWELS LVL GIRDER (TYP. ALL GARAGE AREA) ry @ 12"O.G. VERTICALLY INT L EXIST. FOUNDATION WALL -- AND NEW FOUND.WALL ABUTTING ITVPIGAL) 173 " T - 3 I/2" LALY I BURIED X 2''--t0"X P-0A UNEXCAVA\r LY u. ONS N tlDUSLEIFLOOR J015T U i^ -- ---\--2"x — POURED CONC. FTG. 2"X 1 d' LEDGER BOLTED NEW 4°%4"P097 TO '� X 2 RUNNIDEPNGA ARALLEL TO EXISTING HOU5E FRAME O li 12"SONOTUBE W/ AU,IAREA5) W! /2' C.B. @ 1 G"O.C, - 4"P. CONC. SLAB ON - so POURED CONC.-FTG. (7 - yr �GOMPACTED FILL _ N az X t0"GIRDER I \ _ - _. _. _.-_ ----- ---- --- -- -- -- - I 'ILL 1 , I UN QF DECK AHOVE: RIM �.� tlQl�1�P \--- --. -- --- -� c! W 3 COY' a"'{11---__-_ �'-5 V2• - -- a-s Ilr - s-la-- -9I i �L , FOUNQAfl0N --- _ - SCALE: 1 /41' T '1r_or1 U9D�ESso an i � N P w 0 h N i II' I 0 0 w . LLI I IN 112 iL� Y p' IQ " Ll !Z : Z'., III a - IU lall, yl U15TING DECK TO REMAIN �0, IS, I FI W, jr, ', :Zill� 0;10 EXISTING KITCHEN G' 18' O,, I[n TO REMAIN Fj Ex W, REFRAME DOOR 51ZE _ _ <'BIZ It' !0 AS NEEDED TO EXISTING HEADER _ _ __ N :<! � 'O ACCOMODATE NEW STAIR " TO REMAIN - ��'S' Imo' L2- 3/4"% 718 "- - _ _ p W IF= HEADER ABOVE EXISTING GREAT ROOM 3 6 m Q �, M571NG C J. TO REMAIN OD NG - I ,m, viz IIn! l 2- 13/4'X91/2" - - - -- - - '' --- - � I z HEADER ABOVE - m w OPEN TO ABOVE F ti (EXISTING) . _ - - - - 5/4"X G" CEDAR m _ DECK MATERIAL - 20'-G" 0 BPI - � I'-la'. o p Z R - I G-2" - 266 PROV THERMATR 'I W -- B•_ DDDR r u W Q. r LINE OF EX15TING 13ALCONY _ - 0 r O © BO 3 2"X 8"HEADER Q } O ABOVE (TYPICAL) U O FpG WI 40 9 I/2"F.J. x - Z I^ " F ~ O.G N —m U ° 1 2a6e .. --2- 2")l G'5TUD CID 'D EXISTING BEDROOM P05T5 (TYP. END TO REMAIN uNtN _- N' BEARING) u M5TING BATA 1'NEW BATH = NEW BEDROOM = _ _ — — -- TO R MAIN 2468 2468 5/ DOABLE' LOOR JOIST 1 8'-0 _ -- 5'-O" C.H. �3 1 3/4'X 14" UNDER TITION5 P468 — 2468 w�sn Pr LVL GIRDER RUNNIN PARALLEL `st Ll IIT ® R1P. AL AREAS) ./i<- 3!4"X 9 1/J�P" s x vnrt 2- �ABOVBl � E % EXITING C.J. _ © 3068 1468 ; aO5 4° - - __-.. - - - --_ .. -_ ppRR��v.-ine ...,.tnrw -., ... WI 40. 91/2" F.J. WOR t 14;91DEI1GIR .. t -.BIB, (51111 t511215U -__ _— - - � - _ "246_6 rtcv,w x - N 5!4 X 6"CEDAR '. _ .V _— - _ __ .. - .. 2 21 X 10' GIRDER' -- . �ernox ` z DECK MATERIAL - 2468 W VIDI PROE 6 _ ' HB4G- �'„ / PERINACA5T COWMN L3-- Ix 5 o. 18 .- 14'-1I —_ _ _.. . ..- . - - _ __.-I -•-_- 9'-4 1/2 _-37 -- -' -_ __ - _ _ - - _ __ - ---- _- _ __ _ - --_ - ____ _ -1 Q 112" z Al Q '1J= p h S a,( I lu ; PIR5T FLOOK PLAN 1, 1 i SCALE: 1 /411 1 '-i ll <: O n � N y 0 � O d 0 ZZZZ ,, LLi it I W '' Iz 4I8 l 1wl a io Z xcaoN i .. IZ I I J ' 3 uJi log, ju ' a, lr — wl m 0 ® it :zi lal,p Ian i0lwRlZ l' - - ` OPEN TO BELOW I F,, IIx Im LINE OF FULL—T— EXI5TING TO REMAIN OHEIGHT WALL ,Q ;JAI pi d B2z d 2a-e' - ;z x a.26z - IL_Z,. - 4'.: " X21h - � oN xll EXI5TING KNEE PITCHED CEILING WALL TO REMAIN m LINE OF 8'-0"C.H. T RILING RIDG \ �u ATTIC 5PACE N MAIN BO © O UNFiN15HED - 0 EXISTING BALCONY UNHEATED 0 TO REMAIN n p p INE OF 8y0•C H. v� DOWN -_ UP _ j ni 2> Z r PITCHED CEILINGw x 10" RIDGE 2668 V C J. O 3068 �- U U w B NEW 2' 2 2468 t" � O.0 k� u O 2- 2 X 1 2 RIDGE U O Nco i m W NB-O ATH HUNG FROM P.R. N io , yp 2 -- r x - iu x - '-� '- z 2"x R.R. x - .�¢� NEW STUDY �D N O Z o a 4'-2°KNEE WALL(EXI5TING) u, @ 16'O.C. IT-011 C.H. r Q LINE Of I¢ MI L1 11T, I d U Z O O V u� I- ,. .., o" _ 1 .. X 5" R.R p 2 X 8 R.R. Q 16" O.0 . u N L�', m O m qI ! 510N W 1 _ CI r3. 11 � l0U (V N GIS -- —i- O NU G F OM R.R. O a_ NE WALL 2'-0" KNEE WALL 4 3- 2"X 8" HEADER ABOVE 0)?ICAL) _ j - ' W J Lu i I ) rrr"ill C Z {W YJm O LL � L ' SECOND FLOOR PLAN - SCALE: 1 /4° a O � n N k t 4 0 d fi Zl 01 4 WI I. I wl w zI, g z ' it o 1Q o ji it N .Z IzY PROV. U5P RS 16-R 21° _ CONNECTOR U' n ARCHITECTURAL 2 2'X 10' RIDGE ASPHALT ROOF SHINGLES '� U ' 'I QI Y'I �I m, ' 1/2" CDX PLYWOOD ' U) 2,X8"P.-30 INSULATION 12�CP.) I IIzIIDI 'I -PROV. U P RT?_O I� W, (� 16 O.G. WI ;ZI" µJ ' CONNECTOR(ttP.) ! - 1 a! > 'O 2"X8"C.J. IG'O.C. 'Oka! I '5CIA W1 Z' '� Z) -- _ _1"-O" VE TED SOFf-IT Wi��' FI .N�'' - OFFICE �Z� h n _ GYP. 50A 0 M. AREAS 2"X 6" STUD;WALL, Inl I F 2"XIA"STUD WALL-/ O N PROV. USP RSI 6-R 36" O 0 WI 40 9 112" F.J. Q 16"O C. CONNECTOR(TYPICAL) Z O Z W I�I 2"GYP. BOAR Tl'P ALL AREAS NEW BEDROOM QQ O P I III 3/4" PLYWOOD �2"X 6"STUD WAIJ. - O 111 PROV. U5P 851 6 G 36" ill-i _ _ J� _ CLOSET NEW 2"X4" SUBFLOOR CONNECTOR(ttP) Z <F 7 CI INTERIOR 5' NOTE CONTRACTOR TO li hl7i� l-1111 SII II' -I .L 'l is l' I -*�`0ITr I � "�T IT , - � PARTITION MATCH FINISH FLOOR 2"X6"CCA SILL PLATE - - II it HEIGHT W/EXISTING co FINISHED FLOOR PROV USP STB 16 ANCHOR BOLTS - J__ r 2- I3/4"% 9112" R-191N5ULATION LVL GIRDER DOUBLE FLOOR JOIST UNDER PARTITIONS V�x B" F.J. @ 16"O.C. RUNNING PARALLEL J015T HANGER (IYP. ALL AREAS) TYP, (a� GIRDER 4 i FLOOR JOISTS 3 112" IALY COLUMN B" POURED CONCRETE 4/ U BURIED IN FOUNDATION WALL TO P. CONC. SLAB ON 2'-0"X 2'-0"X I'-0"d. COMPACTED FILL POURED CONC. FTG. -4"X I'-4"X I'D" POURED CONC. FOOTING Z W ru U O O ILL O S�OFF1E1y1'0 ...{{ y�.DEEq� gFal; �1 z BUILDING SECTION IIBII r�I� L SCALE: 1 /4" 1 '-0" . 07- N r � w ' N w Q O 0.. " Z luff� 1 ISI ISI I I -I 01 PROV. USP 8516-R 21" ��, v N i'<z CONNECTOR 2"X G"R.R. Q I G"O.C. Im'. z TEXISTING OI SING RIDGE ",, PROV. USP R51 G-R 21" ' CONNECTOR i�g oil I ' z, 1 2"X8" RIDGE 31, "<' Ilwll C S `p• I 'E)l NDN 2 K*"G 0R' 2"X G"C.f.� _ 2"X 6"C.T. Q 16"O.G. O 1 'ZIh' 'i O' PF' _ cp oII IIuU l l!zl lel' O' G �0, EXISTING R.RJ � I W 'W I � o CO PROV USP P5I G-R 21" •Z � EXIST. F.J, Q 16"O.C. TO REMAIN oI Z � ', CONNEC OR ARCHITECTURAL 2"X 1 O"IR,IDGE ASPHALT ROOF - - - SHINGLES 1/2" CDX PLYWOOD 2"X 5" R R, @ I G"O.C. 1 H OD PARTIAL DORMER SECTION R-191NSD R-30 INSULATION 0 R-30 INSULATION DYP) Q, r XG5QA W/ Z " FA SCALE: 1 /4" = 1 '-O" �¢¢2"X 5' C.J /C.T. @ I G"O.C. "-O" VENTED 50FFITi w QUO 0 � f�0 PROV. USP RT2c) E515TA1NT GY CONNECTOR(TYPI) Q } O 515 LLB GYP. E Tl'P ALL BATH ARE Q Z � 2- 2"X I O"HEADER O O ry 2"X 4" STUD WAW. @ 6" O.C. z NEW BATH Z I/2" CDX PLYWD. SHEAjTHING m ggqq R-131NSULATIQN N 3/4" PLYWOOD'= TYP. EXTERIOR WWAl i OPEN TO BELOWSUBFLODR EXISTING - _ - - T FJ IG" O.0 TO REMAIN EXIS I I - - - NEW 1 3/4"X 9 1/2" FROV. U514, RS�16 F,13G" EXISTING HEADER EXISTING PARTITION HEAD ER ABOVE FACONNECTOR 1l1'PI(AL) TO REMAIN F 11 f DRYWALL THIS AREA TO REMAIN NEW BATH PROV, US ti I6 t I12" HALL CONNECT R 'P. IVI`_W OWS - f"1 WIND <jX!f. DCOR5) (� N EXISTING LIVING R �M ' r NEW 2"X 4" /`'� w T TO REMAIN INTERIOR STUD SII 'l iI PARTITION - - - I �1 Z IL VIII J 1 TOI TING 5UBFLOOR 1 }}•.{{ W Z EX15TING FJ Q I G" O C. TO REMAIN - -- - Q = J W 5 7 ft W BUILDING SECTION 11811 SCALE: 1 /4" N r no 6 w �9 O GENERAL CONSTRUCTION NOTES GENERA,FRAMIFKSNOTES " NAILING SCHEDULEABLE I ' I� 1.The Information onthisytlIDIcontruction docurnank is to relate basic design 1.All walls,2x4 and 24to be stud grade or better l8"c/o. All other framing material 105SECIN UDIHL WINOEDITION WOOD FRAME CONSTRUCTION MANUAL Invent and framing details. They are Intended asaConetnJadon old notaaUbstltute to be M2 dtluglge'flr arbettBr: JOINT DESCRIPTION " NAIL QUALITY NAIL SPACING for generally accepted good'Inillding practice and compliance with current New York state buildingcodes. The general contractor is responsible for providing standard 2.Ail wood framing in contact with concrete or masonry to be pressuro treated. ROOF FRAMING geneRAFTER TO TOP PLATE TOE NAILED 0-D WALL 3-Bd PER RAFTER in 111 SII Construction dotalls and procedures t0 ensure q Pro%$WOn$4 finished,strucblmlly 1D' 0"WALL +-etl PER RAFTER Z sound,and weatherproofeom eted product 3. Provide double goorjolsts under all wells parallel to floorjoist span direction unless W CEILING JOIST TO TOP PLATE TOE NAILED B'-D'WALL. 3-fid PER JOIST O otherwise specified. 10'-D'WALL 44d PER JOIST !F' 2, General COntrectormcoortlinalaall nub contractors, scheduling of work,and a CEILING J014T TO PARALLEL RAFTER FACE NAILED SEE TABLE 37 EACH LAP tai Interaction between Irlas g g CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP FT 4.Prowse z•bmcm or staid blocking at maximum of 8'-0"dcfor all dimensional COLLAR TIE JOIST V FACE NAILED SEE TABLE 37 PER EACH TIE 'UI ' lumber floor foists. BLOCKING TO RAFTER TOE NAILED 2.6d EACH ENO �,LLI ,4 'i0 3. The general contractor is responsible for ensuring that all work and Construction RIM BOARD TO RAFTER ENO NAILED 2-16d EACH ENO U: n 'moi IV meets or exceeds cunent federal,state,and local codes,ordinances and regulations, S.Floor Construction:'/V tongue and groove plywood aub0oor. Finished material to be � ALL FRAMING -, OL ILv I Z etc. These codes are to be considered as pan of the specifications forthis building applied over subfioor. Glue and screw plywood decking to floorjoists. TOP PLATE TO TOP PLATE FACE NAILED 2-ted • PER FOOT �,I ` � ,Z TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE and should be adhered LID even if they are In variance with the plan. STUD TO STUD FACENAILED bled 24'OIC S.All window and door headers m be rmmmum(2)2x10 unless otherwise Specified. 4. Dimensions shall take dent over scale drawin (do not scale drawings). All Interior headers to be 2x10 unless otherwise NEADEfl BOTTOM ER FACENAILED 18tl PER 2XALTUD EDGES it props its g ( apaDlSed• TDP OR BOTTOM PLATE TO STUD END NAILED 2-f6d PER 2X4 STUD 3.18d PER 2X6 STUD 5,The designer hu not been engaged for construction supervision and assumes no 7.Provide NII solid blocking under all bearing walls +-1 Ba PER zx e STUD g g BOTTOM PLATE TO FLOOR JOIST, responsibility for consbuctlancooninafing with these plane,nor responsibility for SANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-ted ' - PERFOOT construction means,methods,tedhniques,sequences,or procedures,or for safety 8.All beams to have adequate coming at each end or as specified. _ precautions and programs In connection with the work. There are no warrantee JOIST TO BI -0 for a FLOOR FRAMING Ixo W JOIST TOP PLATE, OR GIRDER TOE NAILED 4d PER JOIST specific use expressed or Implied inthe use ottheae plans. 9.All flush beam and joist intersections to have galvanized hangers. BRIDGING TO JOIST TOE NAILED 2-0d EACH END BLOCKING TO JOIST TOE NAILED -16 EACH BLOCK IZ BLOCKING CKINO TO SILL OR TOP PLATE TOE NAILED 3-180 EACH BLOCK 'X' B.Refer to Door plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with h''exknorgretle plywood or LEDGER STRIP TO BEAM FACE NAILED 3-16C EACH JOIST "Q� �II windows. All windows to be Andersen high perfmrhance quality or approved equal. 7/101 DEE plywood,group 1,APA rated. Plywood to span overall plates and JOIST ON LEDGER TO BEAM TOE NAILED 3-0d PER JOIST Z, �- I,O pI headers. .^ BAND JOIST TO JOIST END NAILED 3.164 PER JOIST WY IZ', T BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2.18d PER FOOT W SOI 7.Door and window headers to align unless otherwise noted. _ - -, �I '��'', _, 11.Provide Insulation baffles at save vents between rafters. a of eNEATHIN 8.General contractor is to ensure that masonry and prefabricated fireplaceOR� UII LEII 0 F-1 construction meets or exceeds all manufacturer's specifications and applicable codes. 12.Exterior flashing to be correctly Installed at all connections between=is,walls, STflUCTURAL PgNEL$ AND AT INTER EDETE ZONE IN THE PANEL EDGES QQi 0'i 0d AND AT INTERMEDIATE SUPPORTS 'N THE PANEL FIELD J, _! (nl chimneys, projections,and penetrations as required try approved Construction INTERIOR ZONE - 16" OIC - 6"AT Po:LEL EDGES AND I2'• W F, 9, General contractor to nsult and coordinate with the owner and the Plans for all practices ed 1AT INTERMEDIATEEACHSIDE SUPPORTS OFPfi 'E PANEL FIELD W - FOR ROOF SHEATHING WITHIN 4'-D"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING P-0"ON EACH 810 OF THE ROOF PEf'K, THE +'-D^ IY built in items such as bookcases,shelving,pantry,closets,etc PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, IZ' UJ' 13. General contractor to provide adequate attic vendjetion and roof vents. 10 Provide hardwired smoke demctors,With battery backup,on all room and in each cEaJNG BNA ATNING bedroom,verify with local Code requirements as per Section R317, NEW York State 14,Provide appropdate soffit ventilation at overhangs. GYPsuM wqueDAao sot COOLERS T'EDGE IID• FIELD Residential Construction Code. Install carbon monoxide detectors as per Code. GENERAL PLUMBING NOTES WALL SHEATHING •J__LOGE,ZONE _ 18' OIC -6"AT PANLL EDGES AND 12"AT STRUCTURAL PANELS 0tl INTERMEDIATE SUPPORTS IN THE PANEL FIELD GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to allapplicable code and INTERIOR ZONE - 16•DJC -6'AT P.,h EL EDGES AND 12' Safety requirements. ed AT INTERMEDIATE SUPPORTS IN IHE PANEL FIELD l'- DO 1.General contractor to review plans,elevations,and details to determine intended FIBERBOARD PANELS 7116" 6d 3" EDGE Is-FIELD IY LD heights of finished roc g joistsplumbing 25132" 0tl 3' EDGE I TO- FLED a.O 0i g r(sjdpove typical grade. a upm platesrating to framing together. of Wmbin fixturos Or GYPSUM WALLBOARD 5tl COOLERS 7' EDGE ONE -ELD Z 4'EUGETERM ZONE -SUPPORTS OTSI IN NEG ES AND 12'AT z r equipment provide bracing to tie framing back together' HARDaoAflO Btl � INTERMEDIATE SUPPORTS IN THE IANEL FIELD W r' 2.All footings to rest on undisturbed soli. INTERIOR ZONE - 1B' OIC -0"AT PANEL EDGES AND 12" LU V' � GENERAL HVAC SYSTEM NOTES 5tl AT INTERMEDIATE SUPPORTS IN TIE PANEL FIELD IX 43 3. Provide W expansion joint material between all cammits slabs and abutting FLOOR SHEATHING `- to ooncmte or masonry welts occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and STRUCTURAL PANELS - I.OR LESS ad 6' EDGE 112-FIELD safety requirements. p } 4.Concrete on 4"spend of gravel flil minimum,with 6x8-1N 10 wire moth reinforcing. >- NAILING REQUIREMENTS ARE BASED ALLSHEATHING NAILEDB"OIC AT THE PA ELE GE ALL HEA HI GIS NAII.t 3"OICA T 'interior slabs to be�laced CA Bmll.stabilized polyethylene vapor banner. 2.HVAC subcontractor to fully Coordinate all system data and requirements with the PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLI D, OR ALTERNATE OZO equipment supplier, - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS.THE TABULATED NUMBER OF NAILS SHALL 8E PER ITTED TO BE 5 Provide crawl$pace ventilation pat local Code ragkiAmments. REDUCED TO 1010d NAIL PER FOOT Z 3,HVAC subcontractor to provide final system layout drawing,and submit It to general 6.General contractor to Install eop-r-lex(or copper)sheet metal tamllte'shields contractor,owner,and equipment supplier for rnat review and approval. ' to between all wood surfeDb that aro exposed to concrete or masonry surfaces, �e TABLE S.7 7, Dampproof exterior of foundation with a bituminous coating as per code and Soli NEW CODE ,11 SBC HISH0D FRAME conditions GENERA,I�WIND PROTECTION CONNECTION NOTES �MANUAL IAIO Adapted from$tandem for Hurricane Resistant Residential Construction;SSTD 10.99 and 1995 SBC'High Wind Edition Wood Franke Construction GENERALFLNIR ,gNNOTES Fastenaamid Connectors for Wood From Comdructlon !TABLE 3.4; I F1131711PITCHIOCFSPAN' I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1.Dimensions shall take cadent over seats drawings not scale drawings). 1.A Continuous load path between footings,foundations walk,floors,studs and roc( `1s9666c HIGH WIND EDITION wOOD 1 WEATHERING _! SEVERE pre n9 ( ng ) P g FRAME CONSTRUCTION MAN_ UAL FROST LINE DEPTH _'' 3'-0" framing shall be provided , -AFTER SPACING tie"OIC 31 11 1 TERMITE MODERATE TO HEAVY �..{ 2,All interior walk t0 be covered with gypsum board with metal Domer reinforcing. tI20 mph FAS TES T W INDSPE E D 4:1 11 at garage aide with IS coats) 2 Approved connectom,snchon antl Other fastening devices not Inchided in the l DECAY SLIGHT TO MODERATE rrr111 111 BWWft'Cade,Table 2365.1 shall be lnsfakd In accordance vAM ROOF ROOF NUMBER 51 WINTER DESIGN TEMP. - 11 W 3.Tepe,lsco,and togo*and�ho to haavveenfa layer of S/8",fire rated gypsum board 3Maiedlumet recommendations. PITCH SPAN [ft) OF NAILS 71 ICE SHIELD UNDER- AS PER MANUFACTURERS SWrldWd tgarag layers 6'-0"wham on adjacent walls and calling. ManufacNlad lumber 4:1.2 12 _ 3 9:1 LAYMENTREOUIRED '" SPECIFICA710N3/ STATE�CODE W - ,,. _ plates,wnnsctas,ecrown,colts,and nags exposed directly la the weather or _ .. - - su s 1212 FLOOD HAZARD g 4.Wham windOwsandnnfoa�sfol ale Interrupt wood swesPreless sisal or hot dipped _ _ _ _ U 24 a tDsekcO net sheathing and sklin Re e 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTIOPJ U 4.All bath and,tele,Sven wgjk sad J:elYhgs edlep�nt'hI wet areae b have water � galvanWd. - - - SOUTHOLD BUILDING DEPARTMENT CRITERIA � resistant gypsum tW(�l'flNesetonwaidlerppaNGrsqugl. - 1310 BUILDING CODE N.Y.S. p pa g 9, DESIGN ', ' A ,' A 1 NS frarrsnpenDhcracrccnaectomshallbeprovidedattimtopandbottomofcripple sn2 12 3 USE DWELLING UNIT 110 3102 0 studs,header slude,anda least an stud ateach adeetOpening. 16 i 2 HEIGHT 18'-9"; � F•.� LL M INIM t R LO I a FIRE AREA (st) 576 S0. FT.!TOTdIl V'"� LL 8 - '8 5.Ridge;straps antro be attached b saran"pair of Opposing rafters 4%ceptwhero collar z4 5 DEc _ _ 40 reqdf4>ill'ar2ac/lumbarlaloDafedinuppurtNrdofatttcapace.andatkchtaeadhpair "- - - - ze - m 3TYPEOFCONSTRUCTION WOOD FRAMECONSTRUCTIfI)N * y .( Q LEE . NOf. SLE Of p 48 andevery is^withn4'otexterWw s,rz - 20 3 8 DESIGFRAMN LOAD CALCULATIONS PAGE 500R PLA ND P5 HIGH WIND EDI110N WF M w AT7 $ T T RAGE '9 -_ 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 19. R O S. ( R O - MS 30 7.FfDor tO floor holtlrdovma to be Provided everryfklFbMriing. 4' ^ ' O ATTI $ ikG 40 '8. M � ��nedomshollbe mvided.ateabhra _ V! _ O 2 co mrs. Z4 a 7 WINDOW AND DOOR SCHEDULE PAGE 7 ti U CHIT EIRIA LOAD 28 5 8 LOAD PATH SEE BUILDING SE AL : ' - A. . 8.Sill Plate to Foundation Anchorage: Bits plate shell be iAfiehored to the foundation - - - 32 a g NAILING SCHEDULE PAGE 6 Ll ! - { ARCH ITECTLIRAL,GRAPHIC STANDARDS with anchor bogs having aRsn,bolt diametarof 6/8"arid 8"x3"xll8"washers. A - -- -- - - 36 7 minlmum of one anchor tis)shall be Provided within 6 to 112 Inches of oath and of __ 712.12i,12 _ _ __ _ 12 - 2 10 EGRESS WA eadhplakt. Anchor pr%fsanaAtweaminlmummmbedmentM7UloneaincontrtM IB - 3 11 PLUMBING RISER DIAGRAM WA G OU4ND V,. LOAD 45 toe, glason foundaWk tions. AMM bshall be located within 12 Inches of comers and at _._. - - speWng„noPexceedjrhp4feat oneenter. _ . _- - 24 - - 4 12 FIRE PROTECTION WA s E Is I - - -- 32 s 13 TRUSS DESION DRAWINGS WA D sl a- ORY B _ _ 36 a 14 ENERGY CALCULATIONS WA THESE'NOTE&ARE GENERAL CONSTRUCITON NOTES, THEY ARE NOT W IND - SIDE WRITTEN FOR THIS PLAN. THEY ARE TO BE GDNSIpEREO AS WI D $P'EE 120th h p a ]EXPOSURE CAT OR 8 GENERAL GUIDELME$ONLY,AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION I)EOIrIB. " STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION ..- ..Wf ..__ ^ - FORWALI.OPENING PROTECTIONOF12OMPH a3ECOWINNDGUko W'FNDOYY' A,ND, DOOR SCHEDULE - IMAXIMDM MEAN fl00F HEIGHT.W) IV! 0 f I N 0 W NDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE DESIGN - MULTIPLE SECTION ASSEMBLY: 1/4" PRESSURE 0 b _ 21, THICK BOLTS 2'OCPENING AREA WIND AREA ZONE " A TW 2436 TILT WASH 3.28 5 73 10 5 25.9 -34.7 _ 50' 8 TW210410 TILT WASH 5.81 1045 20 4 24.7 -26.9 _ 30 IU C TW 21036 TILT WASH 4.04 7 23 10 4 25 9 -28.1 _ 30 III D TW21046 TILT'WASH 536 964 10 4 25.9 -28.1 _ 30 Ld I �z I E TW 24310 TILT WASH 3,84 6 37 10 4 25.9 -28 1 30 !0-I' aZ X EXISTING TO REMAIN ! ' 1 I ALL WINDOWS TO BE-ANDERSEN_HIGH PERFORMANCE OR APPROVED EQUAL !CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE OR UPGRADE KIT V ' 'COEFFICIENT 1,0 WITH = E MEETS NY STATE EGRESS REQUIF,EMENTS _ 120 mph BASIC WIND SPEED AS PER _ I F- LU(TABLE R-01,2 (2) NEW YORK-STATE-BUILDING CODE. ;COOS TOM ITABL ESP CE.ELEVATIG VS z 9 Z IIQ IX \ !WALL OPENINGS INCLUDING WINDOWSAND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS �' ZI QI, j' WITH MAXIMUM_ OF 8'-0" SPAN FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 112 - 8 8 WOOD SCREWS_ AT 16" OIC, FASTENE 2S 'al J O FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" 08 AT 12" O/C. TABLE 3012.1.2 = ! W', h O � I`ALL NARRIOLINE WINDOWSMUST USE: - I' Z—=,' ll(1) ', �1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4" (HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) _i - iALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED \ ;1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTER OR F- GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE P- REFER TO SECTION R 1609.1 4 FOR ALTERNATIVE OPENING PROTECTION d Z n LU SHUTTER ASSEMBLY N.T.S. w _ROOF 4"9ROOFVENT U' co -- -__ — _ - . -li--_ - FOR PANEL SPANS;0<4'-0"WIDE SPAN r , TABLE 1OYo 809.1.4 O g 4 z 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") z ' USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. LABEL ACCORDING TO LOCATION. ATTIC BATH - ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/# (wl WASHERS)GALVANIZED OR O.C. OR BETTER I,,a 1,,A �1 vn -- -- _ STAINLESS STEEL WOOD SCREW @ 16" I � ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING' _ V,. SHaWER 810 TEE NUTS A ACHED TOB DG.w/ 10X1 .2 W ___ _ iil -'-.__1_ UTILIZING SCREWS RESISTANT ANCHORS RAINING STUCCO, MACHINE 12"O.C. T- L____.__ ) � SECOND FLOOR _ I, 1 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED COI < MINIMUM WITHORAWL CAPACITY OF 490 lbe. - < 4 4 SHUTTER ASSEMBLY WH-EN N.T.S. rn i3"FAA W FOR PANEL SPANS:4'-0"OR WIDER SPAN -- J,w I 1 i ,1a 111. 4 F- SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-O"SPAN. SINK I-LAV „I ; Z NOTE ADDITIONS: f - - - - �' W DWI ` _ III- i— FF�� U 2X4 STRONG-BACKS Q 24"OC FIRST FLOOR -� -.J. - { - 1 ---I'—_--- ! pJ z ASSEMBLY: z I v4 �'3 .'z O 1).PREASSEMBLE PLYWOOD TO 2X4'S:S 104"(wl WASHERS)'GALVINIZED OR STAINLESS STEEL C'OI. -3 - 1 4 _ ro suFsoLX cOUNry O WOOD SCR6'W® 12"IO:C .__.— --_ _ ._—_ ___. - -_____ HOUSE - EM.1 asreayso g1PG �� t1�0� (� Q A TERNATIVE FOR OPENING'PROTEQTION BASEMENT �'+ WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESSOF 7/15"AND MAXIMUM PANEL SPAN OF b'A" UU - 0: SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO.BTORY BUILDINGS. PANELS ; O SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMeNT HARDWARE PROVIDED = (REFER TO SECTION 1609.T.4 AND laOR B.5 AND TABLE 1509,1.4) SLOPE"1/4"PER FOOT PITCH TO DRAIN - P? Fr�l _,u TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEOULE FOR WOOD STRUCTURAL PANELS \ FASTENER SPAIN (INCHES �^ PANEL SPAN <2' 2'-0"<PAAff_L7 ^<PANEL b'-0''< PANEL FASTEN21W0ERTYPE 0" , SPAN<y.0' ' SPAN a4'•0" SPAN <b'-D" PLUMBING DIAGRAM Z I/2" bB WOOD SCREWS 18 is 12 9 2112" Mb WOOD SCREWS 18 f5 ib 12 ' NOT PPLICA LE A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED IS SECOND GUST)OF 130 MPH AND MEAN ROOF , HEIGHT OF 33'-0"OR LESS r B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OFf1'HE WOOD STRUCTURAL PANEL. C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF ABO LOS. _ _ I tI i RIDGE ---- ' U Z RAFTER - -- - -E7 USP R8250 AT 21 -- U rWr U 0 50 iW ry Z A �RAFTER/RIDGE/RAFTERwtTHCr - - - -- � - - RAFTER f_, KING STUDS ----- W Ly RIDGE ___- _--_._ .__ __ RAFTER {/ STUD _ USP RT160R(2)RT7 - _ _ -_ _ Off , z' �ii 2 I. RAFTER - - v HEADER - W 'uil „Q TOP PLATE— - J F _ - •_ - ___- TOP PLATE -- - --- - > USP RS250 AT 21 USP RT3 . . ' -- - 'O �,(T,i ,u'�, 'F-ii USP RT20-- - - - - - USP RS250 AT 16' - ¢, i J p�il ,011 USP LS OR TMU IES --- - USP RS250 AT 12' - ”. '- U, WALL STUD -" .- -- -- -- �) WALL STUD - -- '- - -- E1 CONNECTION USP PRODUCT NUMBER - W - JACK STUDS -- A RAFTER/RIDGE/RAFTER 1P LTH CTRS250 21" ;a! i RAFTEPJRIDGE/RAFTER IP ITHOUTCT RS250 21" « LSSH179 ''Z 'U' 1 B RAFTEWPLATE/SND _ RT20 = RAFTER/PLATE _ RT16 of(2)RTT PLATEISTUD IRS250 18" Al RAFTERIRI_DGE/RAFTERw/ocT-- B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD RTi - - C HEADER/STUD HEADER/JACK HEADER/JACK STUD RS250 12" - _ I D IFLOOR TO FLOOR KLFTA a RS250 36' E STUD/PLATFISILL R5250 36" d STU O _ Z I� PLATFJSILL MPBFLy W F ANCHOR BOLTS ST816 Obi G POST ANCHOR FOR DECIKiS PAU SERIES C7 LO POSTANCHOR FOR COVE�iRED PORCHES CBE SERIES } O '9B OR 2X4-16"OIC COt LAR TIES MIN _ Q Z POST USP CBE - P.C.FOOTING 2ND.FLOOR WALL STUD- ._-- (D 2ND..FLOOR WALL STUD .._ .._ 0 4-I 1ST.FLOOR WALL STUD-- 0 1ST.FLOOR WALL STUD - .- - /) W IxH 2ND.FLOOR PLATE 2ND.FLOOR PLATE "- -'-- J G POST AN1,1MR FOR COVERED PORCHES W SUBFLOOR-- ----- SUSFLOOR------- 1ST.FLOOR PLATE— - 1ST.FLOOR PLATE --- ) U RIM BOARD----------U RIMSOARD--- SUBFLOOR.— --- SUBFLOOR---- ----- (g USP KLFTA ------- USPRS250AT36" .---- Z USP RS250 AT 36" ----- - USP RS260 AT 16" - -- It -- RIM BOARD -- ---- i O RIM BOARD -------- 1ST.FLOOR TOP PLATES-- 1ST.FLOOR TOP PLATES - ,�, -� O DOUBLE SILL PLATE --.- -.- POST -- - - p NE '� "^' LL DOUBLE SILLPLATE — USPM __ 1ST FLOOR WALL STUD ., OUND�A ION WALL -- - + _ 4 „1 5p , q � (� ❑ --- 1ST FLOOR WALL STUD: - ----c. �, ^ Q FOUNDATION WALL a USP PAU - ��' � W �1 O P.C.FOOTING--- '���� Z 07 D FLOOR TO FLOOR . 0 . ' FLOOR TO FLOOR_ _ E _ )STUD/PLATEISILL E �STUD/PLATE PLATE/SILL G ` POST ANCI HORS FOR DECKS N 0 n w N N BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: j_L/_'�/04 APPLICANT: ,N �, -� DATE SUBMITTED: _tp_/4__/04 SCTM#DISTRICT: 1,000, SECTION: 44 -, BLOCK: s , LOT:sQr SUBDIVISION:G� ter. ADDRESS:/Tp6- c ma7W 2)Q.M,CITY: yr^ye- r ZONING DISTRICT: N10 CONFORMING? A/y .7 BUILDING PERMITS OPEN/EXPIREIF PRF,, O: Y OR N BP_ -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: _SACT. LOT SIZE:2REQ. LOT COV. jACT. LOT COV. REQ. FRONT a PROP. FRONT/. REQ SIDE itJ72 r- ACT. SIDE •/�� REQ. REAR i-# PROP. REAR .r---- REQ. HEIGHT—,,-- PROP. HEIGHT PROJECT DESCRIPTION: A /pi,M lb SF ESTIMATED PROJECT COST: - ARCHITECT(•xr +�o� ; WATER FRONT? _DESCRIPTION: 6�,Oce (,e PANEL # FLOOD ZONE:A BULKHEAD? DISTANCE? APPROVALS REOUIRED SUFFOLK COUNTY HEALTH DST: YES of (BED#): DTE: / /_ PERMIT#: TOWN SEPTIC RECEIPT: Y ori ,PTIC CERTIFICATIOiCor N NEW YORK STATE DEC: PRE-DEC 9/1/7rTM or NO DTE: r /-I/ / PERMIT#:d/ v000 r- SOUTHOLD TOWN TRUSTEES: mor NO --- DTE:4/// PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: 304 SF FIRST FLOOR: SF SECOND FLOOR: 7 Z SF OTHER: SF INIT OTHER TOTAL TO�T.AL: �9SF FEE FEE FEE wo-e) "3 SF)- ASF)=12 SF X$ ` 1L _$ � +$x�+$ _$ ASF)- (SF)= SFX$ =$ +$ +$ =$ ASF)- (SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: �U NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B �. Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)