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HomeMy WebLinkAbout31749-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32412 THIS CERTIFIES that the building NEW DWELLING Date: 06/19/07 Location of Property: 105 ORCHARD LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 89 Block 2 Lot 5.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 18, 2006 pursuant to which Building Permit No. 31749-Z dated JANUARY 24, 2006 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 SINGLE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR WOOD DECK & ATTACHED GARAGE AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5187 2003. The certificate is issued to GREGORY D'ASCOLI & DENISE FINNIGAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0227 04/26/07 ELECTRICAL CERTIFICATE NO. 7655 06/08/07 PLUMBERS CERTIFICATION DATED 06/15/07 MATTITUCK PLUMB.& HEATING A ori ed Signature Rev. 1/81 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 slrall 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 New Construction: _X__ Old or Pre-existing Building: Location of Property: t tD House No. S4rPM Owner or Owners of Propetty­-�Qx\ � 5 Q .k - Suffolk County Tax Map No 1000, Section 06 111 Subdivision Date. �o O (check one) l�il Hamlet 9 Block Q00 101 CD 0j „OOZ Filed Nlap. Lot: Pen -nit No. Date of Permit J �p0 Applicant:��p>C Health Dept. Approval: _� i nder�mters Appro%il, Planning Board Approval qA Request for: Temporary Certificate Fee Submitted: $ � Y' 0 O c0�3ayI� Final Certificrie X (check one) Applicant Signature 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. 31749 Z Date JANUARY 24, 2006 Permission is hereby granted to: GREGORY D'ASCOLI & DENISE FINN 1301 DORSET DR TARRYTOWN,NY 10591 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND ZBA APPROVAL at premises located at 105 ORCHARD LA SOUTHOLD County Tax Map No. 473889 Section 089 Block 0002 Lot No. 005.002 pursuant to application dated JANUARY 18, 2006 and approved by the Building Inspector to expire on JULY 24, 2007. Fee $ 1,185.60 zed Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. P.O.Box 549 • Aquebogue, New York 11931 • Tel: 631-591-3097 • Fax: 631-591-3098 Application: 7655 Date:6/8/07 Issued to: D'Ascoli Address: 105 Orchid Lane Village: Southold Introduced By:: M&B Electric License#:38879-ME was examined and approved up to the above date and was in compliance with the NEC Newliome© 1stFloor[Rl PiesklerMIRI wd Detcmae BwernertO 2ndt1oa0 Cormercid HatTtb Addison Switches. Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 67 53 63 8 1 6 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 4 Paddle 1 1 1 Wall Oven 7 Furnace Oil Gas Heat Zones - Whirlpool Bell Transformers 1 yes 3 1 1 Meter Amps Phase Motors 1 OOA UG 1 Other Equipment: t-Cooktop 2-Zone Central A/C .N�afla /.t:6'lecti ' 65.E ina- /iy, This certificate must not be altered in any manner ut Res Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ��o�gUFFO(,�cp� o C4 Z W • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Building Permit No. 3 [ D L a Owner: 6 -Pa f 15ie (Please print) Plumber. 1�/� ' /n 1101 (Please print) lead. Fax(631)765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% 79 Sworn to before me this /6- day 6 day of 20 02i � X % y u Notary Public,County I i , t�rs —S . DENISE KING Notary Public, State of New York Registration #01KI6041757 Qualified in Suffolk County My Commission Expires May 15, 2 k 01/23/2006 10c21 6317347712 b:.i_clJ & OLSEN,LLP PAGE 01 08/25/2003 12:25 6317651856 .,FEATS BOARD MEMBERS L,ydis A. Tortora, c hairwomau Gerard P. Got:hrmger George Roming Ruth E+. 011va Vincent Orlando KENIP�XN ?,/, S-- 1s 0 >, PAGE 02 Southold 'Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 763-9064 Telephone (631) 765-1809 bttp://s tholdtown.northfork.net BOARD T.' 1' APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERI'XIONS AND DETERMINATION MEETING Or JANLI;A"IVY 23, 2003 Appi. No. 5187 - RAYMOND AKSCIU CTIA 3000-80-25.2, 1000-89-2-3, 1000-80-2-5.1. Property Location: 105 and 255 Orcrard Lane, and 1800 Cedar 1360th Road, Southold: Ceder Beach Park Map Lot Nos. 25, 27 and 28. 1 A DETERMINATION: The Zoning Board of Appeals has ~ad the property under con."ideratIon In this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse affect on the environment If the project Is implemented as planned. PROt'k.M FACTS/DESCRIPTION: The apylkror,Ys property in located along the east side vf Cedar Beach Road and the north side of Orchard Lane in Southold. The propery contains a total area of approidmately 2.5 acres and Is Identified on the Suffolk Coun$ Tax Maps as 1000-89-2-5.2.1000490-.2-3. and 1000-89-2-5.1. Existing Is a one- story IrRMS dwelling at +-97 feet from the front property lana facing Orchard Lane (a private road) and +-84 feet from jibe masterly (side) property One facing Cedar Beach Park !.�ht No. 29. EhJv i.'aiam."/,.S'rI BAS!5: Building Departmrmt s April 12, 2002 Notice of Disapproval. corrected September 25, 2002. 011% Seadoah 100-25 In Its denial of an application for a building permit for a merger detelmirlatieri. 'rho reason stated in the denial is that the lamp&i at merged. ?:ening Board of Appeals held a public hearing on this apptiation on October 17, `•c:'A,: erid January 15. 2003, at which time wr: en and oral evidence were presented. Iaastc; upon all testimony, documentaticr•, personal inspection of the property, and other evide ^.ivs. the Zoning Board finds the following tecta to be true and relevant APP L ICANT'S REQUEST: Applicant requests a Waiver of Merger, pursuant to Article II, Sectkx 100-26 to unmerge: (a) a vacant parte', of 20,000+- sq. ft. referred to as 1000- 89-2-:11.2. (b) a vacant parcel of 20,000*- sq. n- referred to as 1000-89-2-3, and (c) an impro ,,id dwelling lot with 1.8+- acres of land remaining referred to as 1000-89-2-5.1. ADDI.. [, ONAL INFORMATLQN: At the lanjary 10, 2003 public hearing, the applicant's attor a,/ confirmed an amendment k\ thtu aupltcr„'cn for a Waiver of merger for two lots with u: -.Inions, as an alternative, instsa.: o' the ijinel request for three lots. $x,30' -.S FOR BOARD -ACTION: Or i.1hr, tads of testimony presented, materials submitted and personal inspections. tr a E",Nw,.+ .nakes the following findings: 01/23/2006 10:27 6317347712 08/25/2803 12:25, 6317651856 Pass 2-1=n Y23,20= Apps. We. 5167- RaynoW AhwW 1000.896252.11.1.3 OLSEN & OLSEN,LLP IEVINMC.LALKaFY_IN PAGE 02 PAGE 03 1. The November 29. 2001 title aearch, prepared by Peconlo Abstract, Inc. indicates that Rudolph J. Del -lean, Florenco DoNsOn. Raymond Aks in, and Geraldine Aksdn acquired CTM 5 (row 5.1 and 5.2) by 10/1.541958. CTM 4 by deed dated 8/27/60; CTM 3 by dead dated 6/27/50, ad from Howard A. Toadtar, Inc. 2. Lots on the 12/20/27 Filed Map of Cedar Beads remained on the Exceptions Lists of the Zoning Codes until 1988; CTM 3 and CTM 5.2 were Lott 25 and 27, respectively, on this filed map. , 3. By later deeds and estate probate oonveyanosa, CTM 5.2 and CTM 3 were acquired 12/29/92 and CTM 5.1 acquired 5/2/98 by Raymond Jay Aksdn. Geraldine B. Akscin died W195 (Suffolk Surrogates #1421P1995). 4. In considering this application, the Board believes that the 'original lot linea' of lots In this specific area ware established by agency approvals under the 1827 filing of the Map of Cedar Beach Park. . 5. Many lots in the neighborhood are developed with single-family residences on lots similar In size to Cedar Beach Pads Lot 25 (CTM Lot 5.1). Denial of the Waiver of Merger for three lots, and grant of a Waiver of Merger for tura lots, unmerging Cedar Beach Park Lot 27 (CTM 5.2) froin the remaining area consisting of Cedar Beach Park I.at 28 (CTM 5.1) and CTM 3, eoribir*4 As one, would recognize a lot consistent with th a size of a majority of the lots In bx's arGA. 6. Information was submitted by \iF rllcanl to show that the waiver: will avoid an economic hardship. 7. information wan submitted under Section 100-26A(4) to Indicate possible future environmental impacts regarding the large portion of freshwater wetlands on CTM S.1, and applicant agrees that CTM 5.1 will remain unbulldable and merged with CTM 3 at all times. RESOLUTION/ACTION OF THE BOARD: Now, therefore, on motion by Chairwoman Tortora, seconded by Member Oliva, It was RESOLVED, to DENY a Waiver of Marger for three lots as applied for, and alternatively, to GRANT a Waiver W ioriwoiets as follows: 1. Unrnerging Cedar Bea "ark Lot 27 (vacant CTM 5.2) as on and 2. Combining and mergln5 lning land the reneareazcneiwa ar Beach Park Lot 28 (CTM 5.1) and C.TM 3 with an existing dwelling. SUBJECT TO THE CONDITION that there will be io building on CTM 5.1 which contains wetland 01/23/2006 10:27 08/25/2083 12:25 6317347712 6317651856 papa 3 - 3muery 23.2003 Appl. No. S 187 - Reymond AYadn 1000-99-2-3.2. S.1, 3 , OLSEN 9 OLSEN,LLP KEVINMCLALiChi-IN PAGE 03 PAGE 04 areas: CTM 5.1 shalt remain unimproved and merged with CTM 3. except that an access drive may be allowed. 'this action does net authorllts or Condw a any current or Mum use, setback or other feaWre of the suNda property that May violate "Io"lM Cods, other Own such uses, setbsoks and other foatures as are expressly addressed 10 this "Von Members Tortors (Chairwomen). Goshringer. Oliva, and Vote of the Board= Aye*: 1 e9olutlon was duty Orlando. (Absent waS Member Homing or Fishers Is adopted (4-0). i L Terrors, Chairwoman Approved for Filing S, 1,? /03 ............... - - NOTh................................ ....... COMPLIANCE Habitat RETURN THIS FORM TO: Marine Habitat Protection NYSDEC Building 40 - SUNY Stony Brook, NY 11790-2356 OR FAX TO: (631) 444-0297 PERMIT NUMBER: _j—Y73 f—C 3-7 j(: i) t of ISSUED TO: -�-�' PROJECT LOCATION/ADDRESS: �� �. CONTRACTOR NAME:1'K1�_U ADDRESS: -Dear Sig. Pursuant to Supplementary Special Condition Dyof the -fie ;;od permit, you are hereby notified that V--- a, zec activity was completed on 0 ' We have fully complied with the terms and conditions of the pe^ _ and approved plans. (Both signatures required) / PERMITEE l �I— /'. d `J LATE T -�Ua FL CONTRACTOR - ibATE THIS NOTICE, WITHPHOTOGRAPHSOFTHECOMPLETED WOFV =.W-0'.8 -:06POt.EtEZJ , A FRlATE. ASFPC - BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMP, E- ---Ar OF -,W V T. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: May 28, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Dascoli 105 Orchard La Southold, NY 11971 Permit# 31749 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. 0 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONMtlp REMARKS: DATE [ ] ROUGH PLBG. [ ] IN�SULATI N [/] F L [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [) IN N [ FIN [ ] FIRE SAFETY 11 [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �a d INSPECTOR 3171�I -o- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT WNSTRUCI REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [FINAL [ ] FIRE SAFETY INSPECTION !i FIRE RESISTANT PENETRATION, QQ j-'---� mss �:IMMIL' . . , .0 DATE S� ✓� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROU G. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L DATE 8 © INSPECTOR 317 ��y,OF 304Ty0* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ . ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i DATEJ( © INSPECTOR 3 7�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ =FRAMING(STRAPPING FOU TION 2ND [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- �D (5 j J FOUNDATION (2ND) L a — l� z ROUGH FRAMING & PLUMBING O U H 0 -3 INSULATION PER N. Y. STATE ENERGY CODE Z r �[ y FINALd S' -0 V1 r VOL, d- �/gf 12 DITIO COMMENTS a 0 z z m: G m .L y C O .J z �x Q � b x �1 y New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us AMENDMENT TO PERMIT Date: February 2 2005 To: Denise & Gregory D'Ascoli 1301 Dorset Dr 1: ivi" Tarrytown, NY 10591 DEC No.: 1-4738-02957/00001 v NOW Erin M. Crotty Commissioner Permit(s): Article 25: Tidal Wetlands Project Location: D'Ascoli Property, Northeast Corner Cedar Beach Road & Orchard Lane, Southold, SCTM: 1000-089-02-05.2 The Department of Environmental Conservation has completed its review of your request to amend the referenced permit. This permit authorizes the construction of a single family dwelling with a pervious driveway and an on-site waste water treatment system. We have determined, pursuant to the Uniform Procedures Act and Tidal Wetlands Land Use Regulations (6NYCRR Parts 621 and 661 respectively) that the requested changes will not exceed the scope of the original permit and can, therefore, be approved. The permit is hereby amended to authorize the extension of the permit. The new expiration date shall be April 30 2008. All features shall conform to the plan stamped NYSDEC approved on April 9 2002, prepared by Stanley J. Isaksen, Jr., dated 9//27/01 and last revised 12/12/01. All other terms and conditions remain as written in the original permit. This document is an amendment to the original permit, and, as such, must be available on the project site with the original permit and approved plans whenever authorized work is being conducted. If you have any questions or wish to discuss this determination, please contact your Project Manager, Karen Westerlind, at 631-444-0365. Very truly yours,a George W. Hammarth Deputy Regional Permit Administrator Enclosure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION / DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02957/00001 0 10 April 2002 FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S) Under the Environmental 30 April 200> 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 Manaoement PERMIT ISSUED TO TELEPHONE NUMBER Gregory and Denise D'Ascoli 914 524-9252 ADDRESS OF PERMITTEE #40, SUNY, Stony Brook, NY 11790-2356 1301 Dorset Drive, Tarrytown, NY 10591-5030 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Gregory and Denise D'Ascoli NAME AND ADDRESS OF PROJECT/FACILITY Page 1 of 4 D'Ascoli Property, northeast corner Cedar Beach Road and Orchard Lane, Southold LOCATION OF PROJECT/FACILITY SCTM: 1000-89-02-05.2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Dryads Basin E: 718.8 N: 4545.9 DESCRIPTION OF AUTHORIZED ACTIVITY Construct a single family dwelling with an associated septic system and pervious driveway. All work is to be done in accordance with the attached plans stamped NYSDEC approved. 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: (KSW) ADDRESS George W. Hammarth, Region 1 Headquarters [Bldg. Deputy Permit Adminstrator #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 DEPARTMENT OF THE ARMY NEW YORK DISTRICT, CORPS OF ENGINEERS JACOB K. JAVITS FEDERAL BUILDING NEW YORK, N.Y. 10278-0090 � rte`,Yrtp'O November 23, 2001 rn Permits Section SUBJECT: Joint Application with New York State Department of Environmental Conservation Gregory D'Ascoti 1301 Dorset Drive Tarrytown, NY 10591-5030 Dear Mr. D'Ascoti: We have recently received a copy of the Joint Application for permit you filed with the New York State Department of Environmental Conservation (NYSDEC). Please be advised we have reviewed the copy of the Joint Application sent to this office by NYSDEC. Based solely upon the information provided, it appears that a Department of the Army permit is not required for your proposal. The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into,waters of the United States, including inland and coastal wetlands. If your proposal would involve such work, and has'not been portrayed as such in your Joint Application, you should contact this office immediately so that a project -specific determination can be made as to whether a Department of the Army permit will be required. Any inquiries can be directed to this office at (212) 264- 3912, 3913, 6730, or 6731. Sincerely, .Marc Helman - - - Acting Chief, Eastern Permits Section _. TOWN OF"SOUTHOLD BUILDfNG DEPARTMENT SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Disapproved a/c. BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. _-VI — Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Check Septic Form N.Y.S.D.E.C. 6 Truss 20 Contact: 20—C Mail Expiration _____120 Building Phone: , p 4� APPLICATION FOR BUILDING PERMIT `ora \` Date `� 200L 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 inspectionsN--, n ' (Signature sr of applicant or name, if a corporation) 9 �J� �l�G h t L ea', L.- ti (Mailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (3 Q -Yl- IeA e..) cc Vx to a LA Q N2 'Bu ) dC �..2_ Name of owner of premises (As on the tax roll or latest If agpljcant i a co ra signatttxe,gf 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 f land on w tch prosed work wi 1 be done: p /0-5 d e e, a p �i Skt. 5 a v � o � of House Number Street Hamlet �J County Tax Map No. 1000 Section o Block) Subdivision -1 a Filed MaP+lm, zetiq�3 natsinre (Name) 0 d1 JO -1 2. State existing use and occupancy of a. Existing use and occupancy b. Intended use and occupancy --Ll 3. Nature of work (check which applicable): Repair Removal en and in ended use and occupancy of proposed construction: ' 11 New Buildinddition Alteration Demolition Other Work 4. Estimated Cost q Soo 00 0 - o -V Fee 61 (Description) (To be paid on filing this application) 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. � 1 Dimensions of existing structures, if any: Front ��Re. Depth Height a 9, ` Number of Stories J -- Dimensions of same structure with alterations r additions: Front 6_ - Rear Depth 30' r' Height .9- Number ofStories 8. Dimensions of Wire new construction: FrontRear &!' Depth Height Z' Number of Stories 9. Size of lot: Front � B O r Rear l PO / Depth 10. Date of Purchase Name of Former Owner �I 11. Zone or use district in which premises are situated v 4v 3o 30 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO( ` 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises CS 'D0. to ,Address -tCyL->vJ Phone No. //1-/ Name of Architect C-VyAy ,., vna) Address 'c1w Phone No ?2l - 7y' Oi 3 Name of Contractor ER &b N 1 1r!&... Address l'404 .1 Phone No. 3 Q k, i'Qax 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO k * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ,J 1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Co hk1 et C-' o - I 9U f I A vC (Contract r, Agent, Corporate Of , 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. Swory ��pp We me this / of y of this 11 t[ `` r'20 D 1 a -'e— Notary Publi NoWU MM ROL SM k 27W Yak `2007 Sign ture of Applicant Federal Emergency Management Agency Washington, D.C. 20472 November 8, 2005 MR. CHARLES M. THOMAS CASE NO.: 05-02-0831A CHARLES M. THOMAS, R.A. COMMUNITY: TOWN OF SOUTHOLD, SUFFOLK COUNTY, P.O. BOX 877 NEW YORK JAMESPORT,NY 11947 COMMUNITY NO.: 360813 DEAR MR. THOMAS: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a l -percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, Doug Bel lomo, P.E., Chief Hazard Identification Section, Mitigation Division LIST OF ENCLOSURES: LONIA-OAS DETERMINATION DOCUMENT (OUT AS SHOWN) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Page 1 of 2 Date: November 8, 2005 - case No.: 05-02-0831A LOMA-OAS OFPA�IE. T Federal Emergency Management Agency F Washington, D.C. 20472 �1gN�° LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD, SUFFOLK Lot 27, Cedar Beach Park, as described in the Bargain and Sale Deed, COMMUNITY COUNTY, NEW YORK recorded in Liber D00012370, Pages 651 through 653, in the Office of the County Clerk, Suffolk County, New York COMMUNITY NO.: 360613 The portion of the property removed from the SFHA is more particularly NUMBER: 36103C0167G described by the following metes and bounds: AFFECTED NAME: SUFFOLK COUNTY, NEW YORK (ALL MAP PANEL JUMSDICTIONSI DATE: 5/4/1998 FLOODING SOURCE: LITTLE PECOMC BAY APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 41.034,-72.396 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 7.0 DATUM: NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET OUTSIDE OF FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) — — Cedar Beach Park 105 Orchard Lane Portion of Property X (shaded) 8.0 feet 92 feet 8.0 feet Special Flood Hazard Area (SFHA) • The SFHA is an area that would be inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). The subject property is correctly shown outside the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. If the policy has been written using an incorrect zone, it can be endorsed to correct the zone for the current policy year and one prior policy term. Please contact the insurance agent or company involved to request endorsement of the policy. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Doug Bellomo, P.E., Chief Hazard Identification Section, Mitigation Division Version 1.3.3 1056349.1LOMA-SL02###0831 Page 2 of 2 Date: November 8, 2005 Case No.: 05-02-0831A LOMA-OAS OEPAl1F' "Y O s Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) BEGINNING AT A POINT located on the comer formed by the intersection of the Easterly side of cedar Beach Road and the Northerly Side of Orchard Lane; RUNNING THENCE along the Easterly side of Cedar Beach Road, North 300 00'00" East, 50 feet; RUNNING THENCE through Lot 27 of Subdivision Map of Cedar Branch Beach Park, North 820 25'53" East, 82.01 feet; RUNNING THENCE along Lot 26 of said map, South 600 00' 00" East, 135 feet; RUNNING THENCE along Lot 28 of said map, South 300 00'00" West, 100 feet; RUNNING THENCE along Reserved Lot Cedar Beach Inn now of formerly of General Wayne Inn, North 600 00'00" West, 200 feet to the POINT OF BEGINNING. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336.2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304.6439. Doug Bellomo, P.E., Chief Hazard Identification Section, Mitigation Division Version 1.3.3 1056349.1LOMASL02#"0831 �'4�1Fa Y A Federal Emergency Management Agency o Washington, D.C. 20472 SND SE� ADDITIONAL INFORMATION REGARDING LETTERS OF MAP AMENDMENT When making determinations on requests for Letters of Map Amendment (LOMAs), the Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Flood conditions may change or new information may be generated that would supersede FEMA's determination. When necessary, FEMA will inform the community by letter about superseded determinations. Removal of a property (parcel of land or structure) from the Special Flood Hazard Area (SFHA), where flood incnrwr,ce is required by law in connection with certain federally backed loans, means that FEMA has determined that the property is not subject to inundation by the base (I-percent-annual-chance)flood. This does not mean the property is not subject to other flood hazards. A LOMA removes the Federal requirement for the lender to require flood insurance coverage for the affected property. It is not a waiver of a lender's condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement, because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy. The lender may determine, on its own as a business decision, that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. If a lender releases a: property owner from the flood insurance requirement, and the property owner decides to cancel the policy and seeks -refund; the National Flood Insurance Program (NFIP) will refund the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy during the current policyyear., The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing the policy. The agent or company will then process the refund request. Please note that your risk of flooding has not been eliminated, only reduced. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective NFIP map. Therefore, canceling or not renewing your flood insurance policy could have disastrous consequences, leaving you with no insurance protection from future flood losses. There's a big difference between having to buy flood insurance because the law says you must and choosing to keep your flood insurance because it is in your best interest to do so. Floods occur, with all too tragic frequency, in areas of moderate or minimal flood risk. In fact, about 25 percent of all flood insurance claims occur in these areas — outside the higher -risk designated A and V zones. Tropical Storm Allison (2001), Hurricane Floyd (1999), Hurricane Fran (1997), and the Great Midwest Flood (1993) all caused major flood damage beyond SFHAs where property owners must buy flood insurance. That's why FEMA encourages you to keep your flood insurance coverage, even if you are no longer required to do so by law. The good news is that you now maybe eligible to pay much less for your flood insurance coverage. Contact your insurance agent to discuss the pricing benefits you may enjoy as a result of this map action. The LOMA provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMA is not a building permit, nor should it be construed as such. LOMAMC-t - .. 08/06/04 Any development, new construction, or substantial improvement of a property affected by a LOMA must comply with all applicable State and local criteria and other Federal criteria The NFIP offers two types of flood insurance policies to property owners: the low-cost Preferred Risk Policy (PRP) and the Standard Flood Insurance Policy (SFIP). The PRP is available for one- to four -family residential structures located outside the SFHA with little or no loss history. The PRP is available for townhouse/rowhouse-type structures, but is not available for other types of condominium units. The SFIP is available for all other structures. Additional information on the PRP and how a property owner can qualify for this type of policy may be obtained by calling the Flood Insurance Information Hotline, toll free, at 1-800-427-4661. Before making a final decision about flood insurance coverage, FEMA strongly encourages property owners to discuss their individual flood risk situations and insurance needs with an insurance agent or company. FEMA has established "grandfather" rules to benefit flood insurance policyholders who have maintained continuous coverage. Property owners also may wish to note that, if they live outside but on the fringe of the SFHA shown on an effective NFIP map and the map is revised to expand the SFHA to include their structure(s), their flood insurance policy rates will not increase as long as the coverage for the affected structure(s) has been continuous. These property owners would continue to receive the lower insurance policy rates. LOMAs are based on minimum criteria established by the NFIP. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If a State, county, or community has adopted more restrictive and comprehensive floodplain management criteria, these criteria take precedence over the minimum Federal criteria. In accordance with regulations adopted by the community when it made application to join the NFIP, determinations issued by FEMA to amend an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore, FEMA sends copies of all such determinations to the affected community's official map repository. When a restudy is undertaken, or when a sufficient number of revisions or amendments occur on particular flood map panels, FEMA initiates the printing and distribution process for the affected panels. FEMA notifies community officials in writing when affected flood map panels are being physically revised and distributed. In such cases, FEMA attempts to reflect the results of the LOMA on the new panel. If the results of particular LOMAs cannot be reflected on the new flood map panel because of scale limitations, FEMA notifies the community by letter and revalidates the LOMAs in that letter. LOMAs revalidated in this way usually will become effective 1 day after the effective date of the revised flood map. LOMAFNC-1 0&06/04 TITLE NO: 06-7404-64030.SS-SUFF District: 1000 Section: 089.00 Block: 02.00 Lot: 005.002 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above -captioned property has been in single and separate ownership of Gregory D'ascoli and Denise Finnigan, as husband and wife and his/her predecessors in title since priorto 4/1/57 except as follows: (see attached chains of title) The liability of the Company is limited to the amount of Twenty-five thousand dollars ($25,000.00). Dated: January 17, 2006 FIDELITY NATIONAL TITLE INSURANCE COMPANY Sworn to before me this X17ttj� 17thdayof January, 2006 //V Notary Public MARGARET VOLLMOELLER Notary Public, State of New York No. 01V05032469 Qualified in Suffolk County O%do iv Commission Expires August 29, TITLE NO. 06-7404-64030.SS-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-089.00-02.00-005.002 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/1/57. SUBJECT PREMISES: 1000-089.00-02.00-005.002 Howard A. Toedter, Inc. Liber 3096 cp 345 To Dated: 6/27/50 Rudolph J. DeHaan, Rec'd: 7/3/50 Florence DeHaan, Premises and more Raymond J. Akscin and Geraldine B. Akscin Rudolph J. DeHaan and Florence DeHaan To Raymond J. Akscin and Geraldine B. Akscin Raymond J. Akscin and Geraldine B. Akscin To Raymond Jay Akscin Sworn to before me this (177tthAd/ay of January, 2006 7YVV Notary Public Liber 4538 cp 404 Dated: 10/15/58 Rec'd: 10/31/58 Premises and more Liber 11598 cp 557 Dated: 12/29/92 Rec'd: 12/30/92 FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: SANDRA J. G LESKI MARGARET VOLLMOELLER Notary Public, State of New York No.01VO5032469 Qualified in Suffolk County aQ(/ Commission Expires August 29, Raymond Jay Akscin To Raymond J. Akscin and Geraldine B. Akscin Raymond J. Akscin, as Executor of the Last Will and Testament of Geraldine B. Akscin, died 5/7/95. To Raymond Jay Akscin Raymond Jay Akscin To Raymond Jay Akscin Raymond Jay Akscin To Gregory D'ascoli and Denise Finnigan, as husband & wife LAST DEED OF RECORD Liber 11664 cp 687 Dated: 2/4/94 Rec'd: 2/16/94 Liber 11756 cp 319 Dated: 12/28/95 Recd: 12/29/85 Liber 11772 cp 575 Dated: 5/2/96 Rec'd: 5/3/96 Liber 12370 cp 651 Dated: 1/31/05 Rec'd: 2/8/05 PREMISES NORTH: 1000-089.00-02.00-004.000 Howard A. Toedter, Inc. To Rudolph J. DeHaan and Florence DeHaan, his wife Raymond J. Akscin and Geraldine B. Akscin, his wife Sworn to before me this 17�y of January, 2006 Notary Public Liber 3096 cp 345 Dated: 6/27/50 Rec'd: 7/3/50 Premises and more FIDELITY NATIONAL TITLE INSURANCE COMPANY BY:l/i2�ii0 SANDRA J. GOILESKI MARGARET VOLLMOELLER Notary Public, u NoState of . 01 VOS 32469 York Qualified in Suffolk County J Commission Expires August 29, "? �� Rudolph J. DeHaan and Florence DeHaan, his wife To Raymond J. Akscin and Geraldine B. Akscin Raymond J. Akscin and Geraldine B. Akscin To Sidney S. Breese Jr. and A. Elaine Breese Sidney S. Breese Jr. and A. Elaine Breese To A. Elaine Breese A. Elaine Breese To Sidney S. Breese Jr. and A. Elaine Breese A. Elaine Breese To Sydney S. Breese, Jr. Sydney S. Breese, Jr. To Melanie Belkin LAST DEED OF RECORD Sworn to before me this 17th day of January, 2006 Notary Public Liber 4538 cp 404 Dated: 10/15/58 Rec'd: 10/31/58 Premises and more Liber 5680 cp 486 Dated: 1/2/65 Rec'd: 1/6/65 Liber 8137 cp 183 Dated: 10/23/76 Rec'd: 11/9/76 Liber 11704 cp 889 Dated: 10/3/94 Rec'd: 12/2/94 Liber 12229 cp 798 Dated: 12/13/02 Rec'd: 1/11/03 Liber 12374 cp 810 Dated: 2/18/05 Rec'd: 3/3/05 FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: ,12YL SANDRA J. GOLESKI MARGARET VOLLMOELLER Notary Public, State of New York No.01VO5032469 Qualified in Suffolk Cauaty�Q� 6i Commission Expires August 29, PREMISES EAST: 1000-089.00-02.00-005.001 Howard A. Toedter, Inc. Liber 3096 cp 345 To Dated: 6/27/50 Rudolph J. DeHaan and Rec'd: 7/3/50 Florence DeHaan, his wife Premises and more Raymond J. Akscin and Geraldine B. Akscin, his wife 1 Rudolph J. DeHaan and iber 4538 cp 404 Florence DeHaan, his wife Dated: 10/15/58 To Rec'd: 10/31/58 Raymond J. Akscin and Premises and r Geraldine B. Akscin Geraldine B. Akscin died a resident of Suffolk County on 5/7/95. LAST DEED OF RECORD PREMISES SOUTH: ORCHARD LANE PREMISES WEST: CEDAR BEACH ROAD FIDELITY NATIONAL TITLE INSURANCE COMPANY j BY: e'YZ l// 2=L.L &d/ei SANDRA J. GOLESKI Sworn to before me this 17th day of January, 2006 Notary Public MARGARET VOLLMOELLER Notary Publk:, State of New York No. 01VO5032469 Qualified in Suffolk Countyr� Commission Expires August 29, — REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoBware Version 3.5 Release lc Data filename: C:\Program Files\Check\REScheck\D'ASCOLI.rck TITLE: D'ASCOLI RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 01/09/06 DATE OF PLANS: JULY 2005 PROJECT INFORMATION: PROPOSED RESIDENCE COMPANY INFORMATION: Charles M. Thomas Architect COMPLIANCE: Passes Maximum UA = 468 Your Home UA = 392 16.2% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane Door 2: Glass Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane Floor 1: All -Wood JoisvTruss:Over Unconditioned Space Boiler 1: Other (Except Gas -Fired Steam), 84 AFUE COMPLIANCE STATE] specifications, and other, New York State Energy ( signed this page, they are specifications are in comb Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 1325 30.0 0.0 46 1530 15.0 0.0 101 148 0.280 41 72 0.340 24 1112 15.0 0.0 73 162 0.280 45 1325 19.0 0.0 62 represented in this document is consistent with the building plans, permit application. The proposed systems have been designed to meet the `requirements. When a Registered Design Professional has stamped and r knowledge, belief, and professional judgment, such plans or Date l b 1p REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 01 /09/06 TITLE: D'ASCOLI RESIDENCE Bldg Dept Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above -Grade Walls: [ ] I. Wall l: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: _ [ ] I 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane, U -factor: 0.280 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane, U -factor; 0.280 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I 1. Door 2: Glass, U -factor: 0.340 Comments: I Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I I. Boiler 1: Other (Except Gas -Fired Steam), 84 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glazing U -factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8 Return ducts in unconditioned at or outside the building must be insulated to R-4 Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fining nun -combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to I" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 10 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY. LENDING INSTITUTION, IF LISTED HEREON, AND TO T -E ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO AD IDNAL INSTITUTIONS OR SUBSEQUENT OIYNERS. JNA_TH7RIZE0 ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. CO -ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEIORS EMBOSSED SGL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FM# 90 DATE FILED DEC 20, 1927 c LIAR4NTEED T0- GREGORY D'ASCOD DENISE D'ASCOLI FIJEUTY NATIONAL TITLE INS. CO. ORCHARD LANE RESERVED LOT CEDAR BEACH INN N/F GENERAL WAYNE INN SURVEY OF LOT 27 IN SUBDIVISION MAP OF CEDAR BEACH PARK SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: GREGORY D'ASCOLI DENISE D'ASCOLI TMJ{ 1000-089-02-005.2 26 MAY 06 FOUNDATION LOCATION THIS DATE. SURVEYED: 27 SEPTEMBER 2001 SCALE 1'= 30' AREA = 20,000 S.F. OR 0.459 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX94 NEW SUF LK. N.Y. 11 631-734 5835 � JtCENSED�D SUR NYS Lic. 49273 I R 01C1052— No GUAPANTEES INDICATED HERE ON SHALL RUN ONLY TC THE PERSON FOR WHOM THE SURVEY 'S PREPARED, AND ON HIS BEHALF TO THE TITLE CCMFANY, GOVERNMENTAL AGENCY, LEND.'NG INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. Fsabstacto OUNTY DEPARTMENT OF HEALTH SERVICES GUARANTEES ARE NOT TRANSFERABLE TO C Jy C ADC•,'rIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. RC\(AL OI N'JTRUCTED tiVORKS FOR ASifd '_£ F/u:'iLY RES!E'^NCE SLRVEY !INAUTFCIs A VIOLATION LATIO TION OR OF SECTION 1209 TO THIS THE NEI+S YORK OSTATENEDUCATION LAW. OF W • : `'S' R- - N'0- _L` L�ccPlEs of rears suRv£r MAP Nor eEARINc °Gosal ar'd wz`cr �upplY facviYic s at lids locacen hove been THE ;nNO suav£roas EMBOSSED SEAL snAu r cer"_ d by ciis DepmtPent orother aper;cies and found bI,CTBE CONSIDERED TO BE A VALID TRU£ FOR A�NIAMMUM OF. Imo" _ BEDROCMS. Wafter,). Hilbert, P. u Office of Wastewater Management LOT 26 RESIDENCE SERVICED BY SCWA FM# 90 DATE FILED DEC 20, 1927 GUARANTEED T0: GREGORY D'ASCOD DENISE D'ASCOD FIDELITY NATIONAL TITLE INS. CO. ORCHARD LANE RESERVED LOT CEDAR BEACH INN N/F GENERAL WAYNE INN SURVEY OF LOT 27 IN SUBDIVISION MAP OF CEDAR BEACH PARK SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: GREGORY D'ASCOLI DENISE D'ASCOLI TM# 1000-089-02-005.2 V) SANITARY AND WATER LINE SERVICE PROVIDED BY OTHERS. SURVEYED: 27 SEPTEMBER 2001 SCALE 1'= 30 AREA = 20,000 S.F. OR 0.459 ACRES SURVEYED BY STANLEY J. ISAKSEN P.O. BOX 294 NEW SIFOLK. N.Y. 631-7 4-5835 JR. 1195 10 APRIL 07 ADD MEAS. TO CESSPOOL, CORRECT D14 TO SEPTIC TANK. 22 FEB 07 FINAL SURVEY. ENSED LAND SU YOR T� /� 26 MAY 06 FOUNDATION LOCATION THIS DATE. ✓NYS LIC. No. 4927 01 Cl 052— ENO FENOE . S D.I• S 60'00 00"E 200.00' END FENCE N D_I' PIPE PIP O IN �lI O WATER LINE SERVICE (LOCATION AS REP BUILDER) W-- CELLAR E ITR. IN O W 26.2' ho Q 3.3 Z2 0 BAY WINDOW h WOOD DECK N (So,& STEPS U /[ W aw.WO °E o ..T' 4,t/F 0.0'--I—�r �i Ic RFSTDE.NC SEPTIC TANK 26.2 0 D a I•ij 0 2� � ��CE$)POOLS Q j SENO j �\ � K W / O 51ONF.9 % q z A W COO O MON N 60'00 00 W 200.00 0 UTILITY POLE FM# 90 DATE FILED DEC 20, 1927 GUARANTEED T0: GREGORY D'ASCOD DENISE D'ASCOD FIDELITY NATIONAL TITLE INS. CO. ORCHARD LANE RESERVED LOT CEDAR BEACH INN N/F GENERAL WAYNE INN SURVEY OF LOT 27 IN SUBDIVISION MAP OF CEDAR BEACH PARK SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: GREGORY D'ASCOLI DENISE D'ASCOLI TM# 1000-089-02-005.2 V) SANITARY AND WATER LINE SERVICE PROVIDED BY OTHERS. SURVEYED: 27 SEPTEMBER 2001 SCALE 1'= 30 AREA = 20,000 S.F. OR 0.459 ACRES SURVEYED BY STANLEY J. ISAKSEN P.O. BOX 294 NEW SIFOLK. N.Y. 631-7 4-5835 JR. 1195 10 APRIL 07 ADD MEAS. TO CESSPOOL, CORRECT D14 TO SEPTIC TANK. 22 FEB 07 FINAL SURVEY. ENSED LAND SU YOR T� /� 26 MAY 06 FOUNDATION LOCATION THIS DATE. ✓NYS LIC. No. 4927 01 Cl 052— LOCATION MAP TEST HOLE DATA PERFORMED BY MCOCNALO GEOSCIENC£ 27 AUGUST, 2001 EXISDNG CRAVE BROWN SILTY LOAM OL 1' PALE BROWN LOAMY SILT ML 3" BROWN LINE TO COARSE SAND SW VWATER WATER IN BROWN FINE TO COARSE SAND SW H' FOR S.C.D.H.S USE ONLY FMp 90 FILED DEC. 20, 1927 TM 1000-089-02-05.002 GUARANTEED TO GREGORY D'ASCOLI DENISE D"ASCOLI FIDELITY NATIONAL TITLE INS CO VACANT I RESIDENCE NOTE LANDWARD LIMITS OF TIDAL WETLANDS AS DELINEATED ON 5 DECEMBER, 2001 BY C W BOWMAN/ LAND USE ECOLOGICAL SERVICES, INC. WETLAND LOT 26 RESIDENCE C) S 60' 00'[E SERVED BY MUNICIPAL WATER 3 C) s so• oo' E X10 PROPOS_, WULIC WAIV SFNCE Q \) p TEST AOIN Z' HOLE W W° m M y m � O O O °ti n e F O J y 1 I `i c Z lJ v Cf i yI� r" a �I m :� n � -: 'W M u G �'T i{:' O z ''-' ei ' n I U W y, W E d O i O_ ¢ a Q'I _I � n W o � C r`j ? y M. u r`a Ll U � !!1 T�3' Z Y F O IN W � K LL F- DO LL o W � �• W T- x n a N W Q FMp 90 FILED DEC. 20, 1927 TM 1000-089-02-05.002 GUARANTEED TO GREGORY D'ASCOLI DENISE D"ASCOLI FIDELITY NATIONAL TITLE INS CO VACANT I RESIDENCE NOTE LANDWARD LIMITS OF TIDAL WETLANDS AS DELINEATED ON 5 DECEMBER, 2001 BY C W BOWMAN/ LAND USE ECOLOGICAL SERVICES, INC. WETLAND LOT 26 RESIDENCE C) S 60' 00'[E SERVED BY MUNICIPAL WATER 3 C) s so• oo' E X10 PROPOS_, WULIC WAIV SFNCE Q \) p TEST AOIN Z' HOLE �MT�l-�la W° 4 W Q C) O O 3 CM �V N 60' 00' rE5 VV OOX DIRT ll NOTE4 HANG (; a by Dept. of Healtll Servkec 1 I 1-HOROSED GARAGE 4 BEOROOM Z I RESIDENCE PROPOSED --DRIVEWAY /OF ?EPVIOUS MATERIAL ORCHARD ROAD GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE RTI£ COMPANY. GOVERNMENTAL AGENCY, LENDING INSTITUTION. IF LISTED HEREON. AND TO TH£ ASSIGNEES OF DIE LENDING INGRULTHON GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTIIVRONS OR SUBSEQUENT OWNERS UNAUTHORIZED ALTERATION OR AOOIPON TO IRIS SURVEY IS A VIOLA RON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY LANE RESERVED LOT CEDAR BEACH INN N/F GENERAL WAYNE INN PUBLIC WATER 150'+ TO SANITARY / 1200' TO P X LOT 28 ODPOSED RESIDENCE EP➢C / LANK Q SERVED BY MUNICIPAL WATER £P 200 DIRT ROAD ST=SEPTIC TANK, LP=LEACHING POOK, EP -EXPANSION POOL F F EL 14 5 MIN. FINISHED GRADE EL. 12 +�- INV. EL 92 IINV. EL. 9� INV EL 105 INV. D. 9.7 LEACHING POOL SEPTIC TANK 3' MIN ROSS OVER r GROUNDWATER N TS, � EL 2 +/ 24 MAR 05 ADD PROPOSED PORCH, STEPS 20 MAR 05 REVISE SANITARY & PROPOSED SIR LOC & FOIOTPRINT 15 MAR 05 REVISE SANITARY & PROPOSED SIR. LOC. & FOUTPRINT NOTE1. 12 DECEMBER, 2001 REVISE SANITARY &,.PROPOSED SIR LOC & FOOTPRINT. ADD WETLAND BOUNDARY AND HWL. SURVEY OF LOT 27 IN SUBDIVISION MAP OF CEDAR BEACH PARK SITUATE BAYl7IEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR GREGORY D'ASCOLI DENISE DASCOLI SURVEYED 27 SEPT, 2001 SCALE 1"=30" AREA= 20,000 SF OR 0.459A CRES ZONED R-40 SCOHS fR-10-01-0227 ELEVATIONS TAKEN FROM EAST END TOPOGRAPHICAL MAPS AS FILED IN SUFF CO. DEPT. OF PUBLIC WORKS THIS PARCEL FALLS ENTIRELY IN THE "X' ZONE AS PER FEMA FIRM NUMBER 3610JC0167C DATED MAY 4, 1998 SURVEYED BY STANLEY J. ISAKSEN, JR. P O. B X 294 NEW FF S IVY 1j95 631-/7J4- 83 EICENSV LAND SUIP'VEYOR " NYS LI NO. 49273 OIC7052 4 Q C) 3 ST=SEPTIC TANK, LP=LEACHING POOK, EP -EXPANSION POOL F F EL 14 5 MIN. FINISHED GRADE EL. 12 +�- INV. EL 92 IINV. EL. 9� INV EL 105 INV. D. 9.7 LEACHING POOL SEPTIC TANK 3' MIN ROSS OVER r GROUNDWATER N TS, � EL 2 +/ 24 MAR 05 ADD PROPOSED PORCH, STEPS 20 MAR 05 REVISE SANITARY & PROPOSED SIR LOC & FOIOTPRINT 15 MAR 05 REVISE SANITARY & PROPOSED SIR. LOC. & FOUTPRINT NOTE1. 12 DECEMBER, 2001 REVISE SANITARY &,.PROPOSED SIR LOC & FOOTPRINT. ADD WETLAND BOUNDARY AND HWL. SURVEY OF LOT 27 IN SUBDIVISION MAP OF CEDAR BEACH PARK SITUATE BAYl7IEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR GREGORY D'ASCOLI DENISE DASCOLI SURVEYED 27 SEPT, 2001 SCALE 1"=30" AREA= 20,000 SF OR 0.459A CRES ZONED R-40 SCOHS fR-10-01-0227 ELEVATIONS TAKEN FROM EAST END TOPOGRAPHICAL MAPS AS FILED IN SUFF CO. DEPT. OF PUBLIC WORKS THIS PARCEL FALLS ENTIRELY IN THE "X' ZONE AS PER FEMA FIRM NUMBER 3610JC0167C DATED MAY 4, 1998 SURVEYED BY STANLEY J. ISAKSEN, JR. P O. B X 294 NEW FF S IVY 1j95 631-/7J4- 83 EICENSV LAND SUIP'VEYOR " NYS LI NO. 49273 OIC7052 4T,54r'pt APP OV 'A NOTED DATE: G B.P.n 60 FEE: s BY: NO Y BUILDING DEPARTMENT AT 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REgUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA N 4 SOL', HOLD TOWN PLANNING BOARD 10 SOUTHOLD TOWN TRUSTEES -4LVX� N.Y.S. DEC RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. YORK STATE, NOT RESPONSIBLE FOR PLUMBING DESIGN OR CONSTRUCTION ERRORS. ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING OCCUPANCY OR CERTIFTCATION'OF USE IS UNLAWFUL NAILING & CONNECTIONS WITHOUT CERTIFICATE RwulRED OF OCCUPANCY UNDERWRITERS CERTIRCAt FLOOD ZONE REQUIRED - COMPLY WITH CHAP FLOOD DAMAGE PREVENTION SOUTHOI TOWN,CODE. -.. - .--.- ---- -- ALL CONSTRUCTION SHALL - ;,G,QDE$ OF NEW YORK STATE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY MEET THE REQUIREMENTS OF THE SOLDER USED IN WATER DO NOT PROCEED WITH n SUPPLY SYSTEM CANNOT OF AS sEE FOUNDATION ROCAT ON EXCEED 2110 OF 1% LEAD. HAS BEEN AppgOVED. Bb" PLATE HEIGHT 6-8" WINDOW HT �E)REAR ELEVATION 2 J SCALE: 1/4" = I' -O" AZAK TRIM E FRONT ELEVAT ION SCALE: 1/4" = 1'-0" a D E 5 1 C N C R I T E R I A O PLATE HEIGHT 6'-8" WINDOW Hl 5'-0" PLATE HEIGHT TO. 5ECO FLOOR q' -0" -PLATE HEIGHT l'-O'_WINOOW HT T.Q FIRST FLOOR GRADE I 6ROUNDSEISMIC _ TO SECOND F=LOOR `-�-gGT TO DAMAGE FROM WINTER DE516N ICE 5HIELD FLOOD HAZARDS LIVE LOAD DEAD LOAD l' -C" WINDOW HT WALL SHEATHING SUCTION LOAD o. i FIRE AREA 61 SPEED FRO5T TO FIR5T FLOOR LOAD (NiPN) 60RY GRADE GRADE �E)REAR ELEVATION 2 J SCALE: 1/4" = I' -O" AZAK TRIM E FRONT ELEVAT ION SCALE: 1/4" = 1'-0" a D E 5 1 C N C R I T E R I A O PLATE HEIGHT 6'-8" WINDOW Hl 5'-0" PLATE HEIGHT TO. 5ECO FLOOR q' -0" -PLATE HEIGHT l'-O'_WINOOW HT T.Q FIRST FLOOR GRADE I 6ROUNDSEISMIC PEE51 `-�-gGT TO DAMAGE FROM WINTER DE516N ICE 5HIELD FLOOD HAZARDS LIVE LOAD DEAD LOAD ROOFS UPLIFT LOAD WALL SHEATHING SUCTION LOAD USE/ OCCUPANCY HEIGHT FIRE AREA TYPE OF CON5TRUCTION SPEED FRO5T LOAD (NiPN) 60RY LINE w TEMP. UNDERLAYMENT CLA551FICATION m X m WEATHL-RIN6 DEPTH TERMINATE DECAY REGUIRED 45 PSF 120 B SEVERE 46' 1400E RARE SLTO LIIEW II J. Y E 5 FROM 199D 40 PSP ?D PSF PERIMETE2 EOUE ZONE = 6.12 FEE ®6E 741E S56 P5F R -I 30'O' FIRST FL. = 462 5F TYPE V WAVY MD�ATE FIRM MMS INTERIOR ,ZONE - 51.4 P5F INTERIOR ZONE - 26A FEF SECOND FL. - EXISTING t7 d 6 N r �\ W m � Q Z w lAy,`l' W L m X m t7 d 22r -6j" '�*_r 42'_01 3'_II8�11�4�_TS 180_81�� 2_215Ib 5 _3v I' -IIA I' -II �� 14,_0ll�� f6 16 Ib 9" q" 16 3,aC6 qq . 3, � 7T R / % A ATH � e o s O a / �CD ,Y GI&IEIRY TO IqC£ / fj"2/ �G SMOKE O• - IMKRpNVE EETEG OR � / y / �p ?� ryCLOSET� GAR 6BARA6 4" POURED O(ONGRETE 5 OVER 6 MIL. POLYE ENE VAPOR BARRIE N WELL y "c GOMPAGTEI>�ROU5 FILL moo, \ 5/8" PB X 0 EDTROGK 6„ G dW WALLS d CEILING 0 / r "\ 5/6' GYP O. F•INrvISvH J � � A T. 1 5 3 GOAT OB ('fYP) \ F h . \ o k F D E N N (\� O`SHOKE '1 oETEcroR. F� ,a e 3-2"x12" HDR 41_11, 4,--q` 9'-6" � m 6 CANTILEVER 6 V � 32 A\ In IZ W F O II O 3-2"x12" HDR uIL 34" K �S 12' HDR 3-2'x12" HDR o soK or N L O O IL o LIVIIN R M OS —� W Z IS I� U O 3-2"WZ" HDR O 4 O-DETEOTOR Ir m - F 1 e e in 14'-6" DN PNlIRY W8 REF, D E N N (\� O`SHOKE '1 oETEcroR. F� ,a e 3-2"x12" HDR 41_11, 4,--q` 9'-6" BLUE �TO HE PO CHI ❑❑ p❑ o 0 I----------------- 3'-4" 421-0" 13'-4" F1 RST FLOOR PLAN S( -,Al F. 1/4" = P -O'1 1_W. � m 6 r N r �O C� 6 V � O A\ In IZ W r O FOYERo uIL K �S 0 W r L IL o UP 15R —� W Z IS I� I TO 3-2"WZ" HDR BLUE �TO HE PO CHI ❑❑ p❑ o 0 I----------------- 3'-4" 421-0" 13'-4" F1 RST FLOOR PLAN S( -,Al F. 1/4" = P -O'1 1_W. SHEET NO 2 � m 6 6 V � O A\ In IZ W � v_ O z K �S 0 W a L IL s S W Z a � 3 LL SHEET NO 2 � m 6 6 V � O A\ In IZ W � v_ z K �S 0 W a L X s S a SHEET NO 2 Y"' 59'-bj' 42'-0' am — — — — — — — — — — — — — 3�0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — KE 'Q � I OO -DETOEGTOR L n d' I I C I/1" 5TAN A 0 STffL FIRE GOLIMN ON A 30'X50"XIS'DffP DOUBLE UP -015T POCKED CONCRETE FOOTING. lYP) r 7 / \ \ �, O ITGHEN 15LAANNDKAND ALL BOILER j / V - m AREAS WITH TILE FIN. FLOOR I ¢¢ I I I NE OF `AewE� x =n" III I E L L A R PROVIDE 5/8" TYPE "X" (1- GYP FU ON 6 / P ABOVE GE FOR FOR AT -0' O Y LEAST N ALL SIDES PER O L AS PER NYS CODE L---� r L J .b15T5 6 Ib" OG—I . \\ I r L I 3 I r r R-191NSULATIO LTJ L I - =-I---I-�-� n� AROMIS ER _ _ _ _ `i q e /jam 2 GAR 6ARlA6E �" VAS ----------- �Z I e� 4" POURED GONGRETE 15LA6 \ \ OVER 6 MIL. POLYETHILENE m p \ VAPOR BARRIER ON I -ELL HS \\ O A GOMPAGTED POROU5 FILL3UP IHR. RATEDO 5/8" TYPE X 5HEETROGK wALL5 A GEILING r - LINE OF \ \ \ 12'-O" 9'-6"1 42'-0' Xq 51'-6" ) FOUNDAT I ON FL A N SCALE: 1/4" = I' -O" z O H CL K 0 N w C) z O N w K L m T 6 0. O ry r - Q = wr�.�s AEove Fl S 8" POURED CONCRETE FOUNDATION WALL ON 8"Ab" a v_ J +' H 7 LL Q w POURED CONCRETE FOOTING �J z x r S p Qz Q — i F ----- --- 0 BLUESTONE ,tlg b PORGH tel/ / - 4' POURED GONGRETE SLAB OVER Ib MIL VAPOR ❑� BARRIER ENE OOMPAGTEmFILL r POLL L \ 12'-O" 9'-6"1 42'-0' Xq 51'-6" ) FOUNDAT I ON FL A N SCALE: 1/4" = I' -O" z O H CL K 0 N w C) z O N w K L m T 6 0. O 12'-O" 9'-6"1 42'-0' Xq 51'-6" ) FOUNDAT I ON FL A N SCALE: 1/4" = I' -O" z O H CL K 0 N w C) z O N w K L SHEET NO 4 m T 6 0. O ry r - Q 7- S � a v_ J +' H 7 LL Q w �J z x r S p Qz Q SHEET NO 4 m T 6 P ry r - Q m S � a v_ +' Z �S a E �J x S S SHEET NO 4 5'-0" PLATE 06HT 5'-O" PLATE HEIGHT To. SECOND FLOOR ' PLATE HEIGHT -O" WINDOW HT TO. FIRST FLOOR GRADE a" POURED CONCRETE FOUNDATION WALL ON A a" X I6" POURED CONCRETE FOOTING 2" X 12" R106E BEAM / ASPHALT 5HINOLE FINS / OVER IS✓t ROOF FELT N I/2' LOX PLYWOOD 5HEATHIN6. 2"%10" ROOF RAFTS ® 16" OL. A T T I C TYPICAL GEILIN6 GONSTRUGTION /�— 2` X 10" GEILIN6 J015T5 6 16" 06 1V R30 GATT INSULATION TO TO HALLNAY MASTER BATH TYPIGAL FLOOR GONSTRUGTION II l/9 TJI FLOOR JOISTS B VOL. / 1415/4" PLYWOOD SLBFLOOR (-7�) 5 E G T 1 ON I A SGALE 1/4" = I' -O" TYPIGAL ROOF GONSTRUGTION ASPHALT 5HIN6LE ROOFING OVER 15» ROOF FELT ON IIT COX PLYHOOD SHEATHING. 2"40" ROOF RAFTERS a 16" 06. TYPIGAL GEILIN6 GONSTRUGTION 2' X 10' (,EILIN6 JOISTS 6 IV O.G. W R-30 BATT. INSULATION TYPIGAL WALL CONSTRUGTION CEDAR PERFECTION 5HIN5LE5 TYVEK HOUSE HRAP I/2' CD X PLYWOOD 5WATHIN6 ON 2'X4' HO. 5TLA5 a 16" OL. R-15 INSULATION A T T I C 4• POI1 V co13f 1 SLAB 4 MILL VAPOR BARRIER a" POURED GONGRETE FOUNDATION WALL ON A a" X Ib' POURED CONCRETE FOOTING TYPIGAL WALL GONSTRUGTION GEDAR PERFECTION SHINGLES TYVEK HOUSE l•RAP 1/2" GO I T G H E N O X FLYHOOD SHEATHING ON 2"X4' PID 5T A5 9 WO C. ro R-15 INSULATION GARAGE TYPIGAL FLOOR GONSTRUGTION 5/b" 67P. BD. FINI II T/a TJI FLOOR JOISTS • I6'O.G. T. t 5 3 CART JOB (fYP) H/3/4' PLYWOOD SUBFLOOR HMIIN R-19 BATT 1115ULATION GRADE CELLAR AR LIQUID MEMBRANE HATERPROOFIN6 FW coNCF+ETE aAB /! COVE OVER FOOTING (TYP) MILLAPOR Vt 1M 10R 2" X 12" R106E BEAM 2 10 SEGTI ON I SGALE: 1/4" = I' -O" o �I _9'-0' PLATE HT "INDON AT T.O. FIRST FLOOR GRADE &'-O' PLATE HEIGHT -5" WINDOW HT. TO SECOND FLOOR l' -O" NI NDOH HT TO FIRST FLOOR GRADE K�E�RI CHT SIDIF ELEVATI ON 5 7 SGALE 1/4" = I' -O" C 12 N10 V-O" PLATE HEIGHT 6-5" WINDOW HT TO. SECOND FLOOR 9'-0" PLATE HEIGHT T_O FIRST FLOOR HINDO� O O v t- TO FIRST FLOOR GRADE miss milli I 7as rE-'N\LEFT 51 DE ELEVATION 4 SGA -E: 1/4" = I' -O" Hb' PLATE HT _ 1'-0-NINPOW HT ir4 TO, FIRST FLOOR GRADE 00 IL SHEET I I I N� I M m O P r O O O N J N _ 7 lL } ICJ L6 lu r 3 —1 � Q 0 d W u v O � 6 Q X 00 IL SHEET I I I N� I P r N T- 4-3 } 1 � S 0 d W � v Q , 6 Q X m 00 IL SHEET I I I N� I RAFTERS AND CEILING JOISTS OR APPROVED SILL PLATE GRAHL5PAGE OR BASEMENT FOUNDATION MONOLITHIC SLAB -ON -GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING HALL TYPIGAL WALL, FLOOR I ROOF FRAMING FA5TENER ROOF TRU55 LIVE LOAD JOIST ENDS TO BE 60 5EGOND STORY `, TOP PLATE - TOP PLATE FOR BLOCKING SAND BLOCKED AGAIN5T `-5EE DRILLING AND —BAND J015T BRIDGING J015T 15 PERMITTED TO NOTCHING PROVISIONS OR BLOCKING SEE AFCM SECTION 3. BE GUT OR NOTCHED 21/2" xb Ib" Ib" FLOOR JOIST- BETWEEN THESE LIMITS HALL 5TUD- HOOD 56REW5 FARING SEE DRILLING AND 5EE DRILLING AND BOTTOM PLATE ALL NOIN0031 10N5 SECTION NOTCHING PROV1510N5TM 16" 12" 1/3 SPAN 1/3 5PA41 HFGM SECTION 3.4.1.1.1 SILL PLATE GRAHL5PAGE OR BASEMENT FOUNDATION MONOLITHIC SLAB -ON -GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING HALL TYPIGAL WALL, FLOOR I ROOF FRAMING FA5TENER C T LIVE LOAD JOIST ENDS TO BE 60 2 FEET 4 FEET 6 FEET FOR BLOCKING SAND BLOCKED AGAIN5T < PANEL SPAN —BAND J015T BRIDGING ROTATION IN ACCORE TOP PLATE OR BLOCKING SEE AFCM SECTION 3. HITH HFGM 3.3.1.3 -ENE 21/2" xb Ib" Ib" AND 3.3.1.4 BRIDGING q.. HOOD 56REW5 FARING N S ALL Ib^ 16" 16" 12" ON GUINIRTTO TUD - --LAP JOIST 3 IN. MIN. Qxm Reun inirr BOTTOM PLATE i FOR FIRE BLOCKING SILL PLATE GRAHL5PAGE OR BASEMENT FOUNDATION MONOLITHIC SLAB -ON -GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING HALL TYPIGAL WALL, FLOOR I ROOF FRAMING a. THI5 TABLE BASED ON 110 MPH HIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPP051NO EDS OF THE HOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. HHERE 5GREW5 ARE ATTACHED TO MASONRY OR MA5ONRY/5TUGGO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANGHOR5 HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. HOOD 5TRUGTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF l/Ib INCH (11 1 m) CORNER AND PARTITION P05T5 6 _�:6 A NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIP5 THAT WILL 5ERVE AS ADEQUATE BAGKING FOR THE FACING MATERIAL. FRAMING DETAILS 16d NAIL AT 24" O.G 6YP5M BOARD INSTALLED IN AGGORDANGE WITH HFGM TABLE 3.1 / WOOD STRUCTURAL PANEL g INSTALLED IN AGGORDANGE (ALN PANEL EDGE5) \� HITH HFGM TABLE 3.1 8d NAIL AT 12" O.G. ON ALL FRAMING MEMBERS NOT AT (o) OUTSIDE CORNER DETAIL PANEL EDGE5 EXTERIOR GORNER FRAMING LAVA I OKItS SHOWER MINIMUM FIXTURE GLEARANGE5 ^� r gFTER 20 C7A. STRAP WO) 8d NAILS EACH SIDE rong-Tie L�rllrrirley F"01T ing ROOF RAFTER / RIDGE DETAIL 3 5GALE: N.T.S. 21" G EARANGE TUB HATER GLO5ET5 n r N 0 TOI BORED HOLE MP DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDC NOTCH MUST NOT E 40% OF STUD DEP BORED HOLES 5HA BE LOCATED IN THE GRO55 SECTION OF �.'a7�� STUD Ik BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE 5/8" MIN TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH HFGM Igg5 5BG HIGH HIND EDITION 5EGTION 3.4.3.1.1 NOTGHINO AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARINO HALLS NEED FLOOR BRAGINC AT END BAY5 (HFGM FIGURE 3.6b) DOUBLE TOP PLATE BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- GROSS SECTION OF GUT OR 5/8" MIN TO EDGE IF HOLE 15 BETWEEN 40% AND 60% OF DO BL1E A DPN6 MOTHERE HSTUAN THOUST SE 5UGGE551VE STUDS ARE DOUBLED AND 50 BORED HFGM Igg5 5BG HIGH WIND EDITION SEGTION 3.4.1.1.1 FIGURE 3.2E3 NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING HALLS HEADER STUDS W LLSTUDS UPLIFT UULFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND UP L AT BOTTOM OF HEADER STUDS IN ADDITION TO GONNEGTOR5 AT G G WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 10" GCG BOTTOM OF CRIPPLES 2"x4" LOCK NAILED TYPIGAL FRAMING AND UPLIFT BRACEHITH 4-I0d NAILS O EACH GONNEGTION5 FOR OPENIN65 OYP50M BOARD 5d COOLER NAILS AT T" O.G. - FACE OF FOOTING FOUNDATION CLEARANCE FROM SLOPES Simpson Strong -Tie P 16 GAGE k0.054") AND 1.5" WIDE METAL TIt ACROSS AND TO EAGH SIDE OF THE NOTGH WITH 8-Ibd NAILS EAGH SIDE TOP PLATE FRAM I N6 TO AGGOMMODATE PIPING 2 CORNER BRAG I NO DETAIL 3 5GALE:: N.T.S. 2x4 CONTINUOUS LATERAL BRACE AT 60.G. i 2-I0d NAILS OR CEILING JOIST GABLE END TRU55 20 GAUGE E 10-8d NAILS ENDHALL 5TUD5- 67ABLE ENDWALL BRAGIN6 (HFGM F16URE 3.6a) GABLE ENDNAPREFEL BAL OONDFRAM I NG RIDGE TENSION STRAP USE 8-8d GOMMON NAILS IN EACH END OF 1-1/4" 20 6AU6E STRAP RID6E BEAM RIDGE TEN51ON STRAP- DETAIL PALPANEEL 6"OOGS ) INSTALLED IN WITH HFGM TABLE 3.1 Ibd NAIL AT 24" O.G. WITH HFGM TABLE 3.1 8d NAIL AT 6" O.G. ON ALL ju FRAMING MEMBER5 AT PANEL. FRANDINAL MMIGMEM1I ON T (b) INSIDE GORNER DETAIL PANEL EDGES EXTERIOR GORNER FRAMING TAE3LE R301.4 FA5TENER SPAGIN6 LIVE LOAD FA5TENER 60 2 FEET 4 FEET 6 FEET TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ROOM5 OTHER THAN SLEEPING ROOMS 2 FEET ( 4 FEET < 6 FEET < 8 FEET 21/2" xb Ib" Ib" 12" q.. HOOD 56REW5 • N S 21/2 #11 Ib^ 16" 16" 12" WOOD 5GREN5 L Qxm a. THI5 TABLE BASED ON 110 MPH HIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPP051NO EDS OF THE HOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. HHERE 5GREW5 ARE ATTACHED TO MASONRY OR MA5ONRY/5TUGGO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANGHOR5 HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. HOOD 5TRUGTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF l/Ib INCH (11 1 m) CORNER AND PARTITION P05T5 6 _�:6 A NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIP5 THAT WILL 5ERVE AS ADEQUATE BAGKING FOR THE FACING MATERIAL. FRAMING DETAILS 16d NAIL AT 24" O.G 6YP5M BOARD INSTALLED IN AGGORDANGE WITH HFGM TABLE 3.1 / WOOD STRUCTURAL PANEL g INSTALLED IN AGGORDANGE (ALN PANEL EDGE5) \� HITH HFGM TABLE 3.1 8d NAIL AT 12" O.G. ON ALL FRAMING MEMBERS NOT AT (o) OUTSIDE CORNER DETAIL PANEL EDGE5 EXTERIOR GORNER FRAMING LAVA I OKItS SHOWER MINIMUM FIXTURE GLEARANGE5 ^� r gFTER 20 C7A. STRAP WO) 8d NAILS EACH SIDE rong-Tie L�rllrrirley F"01T ing ROOF RAFTER / RIDGE DETAIL 3 5GALE: N.T.S. 21" G EARANGE TUB HATER GLO5ET5 n r N 0 TOI BORED HOLE MP DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDC NOTCH MUST NOT E 40% OF STUD DEP BORED HOLES 5HA BE LOCATED IN THE GRO55 SECTION OF �.'a7�� STUD Ik BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE 5/8" MIN TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH HFGM Igg5 5BG HIGH HIND EDITION 5EGTION 3.4.3.1.1 NOTGHINO AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARINO HALLS NEED FLOOR BRAGINC AT END BAY5 (HFGM FIGURE 3.6b) DOUBLE TOP PLATE BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- GROSS SECTION OF GUT OR 5/8" MIN TO EDGE IF HOLE 15 BETWEEN 40% AND 60% OF DO BL1E A DPN6 MOTHERE HSTUAN THOUST SE 5UGGE551VE STUDS ARE DOUBLED AND 50 BORED HFGM Igg5 5BG HIGH WIND EDITION SEGTION 3.4.1.1.1 FIGURE 3.2E3 NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING HALLS HEADER STUDS W LLSTUDS UPLIFT UULFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND UP L AT BOTTOM OF HEADER STUDS IN ADDITION TO GONNEGTOR5 AT G G WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 10" GCG BOTTOM OF CRIPPLES 2"x4" LOCK NAILED TYPIGAL FRAMING AND UPLIFT BRACEHITH 4-I0d NAILS O EACH GONNEGTION5 FOR OPENIN65 OYP50M BOARD 5d COOLER NAILS AT T" O.G. - FACE OF FOOTING FOUNDATION CLEARANCE FROM SLOPES Simpson Strong -Tie P 16 GAGE k0.054") AND 1.5" WIDE METAL TIt ACROSS AND TO EAGH SIDE OF THE NOTGH WITH 8-Ibd NAILS EAGH SIDE TOP PLATE FRAM I N6 TO AGGOMMODATE PIPING 2 CORNER BRAG I NO DETAIL 3 5GALE:: N.T.S. 2x4 CONTINUOUS LATERAL BRACE AT 60.G. i 2-I0d NAILS OR CEILING JOIST GABLE END TRU55 20 GAUGE E 10-8d NAILS ENDHALL 5TUD5- 67ABLE ENDWALL BRAGIN6 (HFGM F16URE 3.6a) GABLE ENDNAPREFEL BAL OONDFRAM I NG RIDGE TENSION STRAP USE 8-8d GOMMON NAILS IN EACH END OF 1-1/4" 20 6AU6E STRAP RID6E BEAM RIDGE TEN51ON STRAP- DETAIL PALPANEEL 6"OOGS ) INSTALLED IN WITH HFGM TABLE 3.1 Ibd NAIL AT 24" O.G. WITH HFGM TABLE 3.1 8d NAIL AT 6" O.G. ON ALL ju FRAMING MEMBER5 AT PANEL. FRANDINAL MMIGMEM1I ON T (b) INSIDE GORNER DETAIL PANEL EDGES EXTERIOR GORNER FRAMING TAE3LE R301.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DEGK5 40 PA55ENOEP VEHIGLE (SARAGE5 50 ATTIC WITHOUT 5TORA6E 10 ATTIGS WITH STORAGE 20 ROOM5 OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 50 STAIRS 40 GUARDRAILS AND HANDRAILS 200 z 0 s a if i -1„1 m 6 r E N r m • N S 0 N � L Qxm � 6 SHEET No I �— I (TABLE NUMBER OF NAILS 3.1 WFGM H16H WIND CEI IN6 J1015T TO TOP PLATE TOE -NAI ED EDITION) PER J015T CEILING J015T TO PARALLEL RAFTER FAGS -NAILED NAILINC7 EAGH LAP G IL -1015T OVER PARTITIONS FACE -NAILED 9-I6d 5 G H E 0 U L E 2 8d EAGH END AM TO RA ND -NAILED 2-I6d EACH END JOINT PE5GRIPTION NUMBER OF NAILS NAIL 5PAGIN6 RAFTER TO TOP PLATE TOE -NAILED 4-8d PER RAFTER CEI IN6 J1015T TO TOP PLATE TOE -NAI ED 4-8d PER J015T CEILING J015T TO PARALLEL RAFTER FAGS -NAILED 9-lbd EAGH LAP G IL -1015T OVER PARTITIONS FACE -NAILED 9-I6d EAGH LAP AR TIE TO RAF RA E -NAIL D b -8d PER TIE KING TO RAFTER (TOE -NAILED) 2 8d EAGH END AM TO RA ND -NAILED 2-I6d EACH END HALL FRAMING TDP P ATE TO TDP P TE AGE -NAILED 2-Ibd (SEE NOTE U PER FOOT OP PLATE AT INTERSECTION FAGE-NAILED) 4-I6d JOINT5 - EAGH 51DE TO 5TUD AGE -NAILED 2-I6d 24' O.G. HEADER TO HEADER (FACE-NAILEP) bd Ib" O.G. ALON6 E06E5 TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16d 3-I6d 4-I6d PER 2X4 5TUD PER 2X6 5TUD PER 2X8 STUD BOTTOM PLATE TO FLOOR J015T, BANDJ015T, ENDJO15T OR BLOKIN6 (RACE -NAILED) 2-I6d (5EE NOTE 1,2) PER FOOT FLOOR FRAMING J015T TO 5ILL, TOP PLATE 61RDER TOE -NAILED 4-8d PER J015T I IN6 TO J015T OE- LED 2-8d EACH END IN6 TO 51LL OR TOP PLATE TOE -NAILED 3-I6d EAGH BLOrK .LMR 5TRIP TO BEAM AGE -NAILED 3-I6d FAGHX15T r I ON GERTO-BEAM TOE -NAILED 3-8d PER J015T JOI T TOJ015T ND -NAILED 3-6d PER J015T -015T TO 5ILL OR TOP PLATE TOE -NAILED 3-Ibd PER J015T ROOF SHEATIN6 PANELSiiWVWL I 8d (5EE TABLE 3.8) DIAWNAL BOARD 5HEATIN6 i"Xb" OR I"X8" " Ht 2-8d 3-8d PER SUPPORT PER SUPPORT GEILIN6 5HEATIN6 61ENM KALLWARD 5d GOOLER5 " E96E / 10" FIELD HALL 5HEATIN6 STARTURAL PANEL5 8d (5EE TABLE 3.9) 91155PARD PANEL5 7/Ib" " bd 8d 3" EDGE / b" FIELD 3" EDGE / b" FIELD ARD 5d GOOLER5 I" EDGE / 10" FIELD A 8d (5EE TABLE 31) PARTICLEBOARD PANEL 8d (5EE TABLE 3.9) DIA60NAL BOARD 5HEATIN6 I"Xb" OR 1'X8" R HIDER 2-Bd 3-8d PER SUPPORT PER SUPPORT FLOOR 51-IEATIN STRUGTURAL PANELS R.LE55 THAN I" 8d Od b" EDGE / 12" FIELD 6" E06E / b" FIELD (DIA60NAL BOARD 5HEATIN6 Ilv� OR. 1"X8" I" O" Oli HIDER 2-8d 3-8d PER SUPPORT PER 5UPPORT I. NAIL REQURIEMENT5AREA BASED ON HALL 5HEATIN6 NAILED b" ON -CENTER AT THE PANEL EDGE . IF HALL 5HEATIN(5 15 NAILED 3" ON -CENTER -AT THE PANEL, EDGE 'TO OBTAIN H155HER SHEAR GAPAGITIE5. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS SUCH A5 5HEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH, 2. HHEN HALL 5HEATIN6 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO I -6d NAIL PER FOOT. (TABLE 5.2 AWFGM H167H HIND EDITION) 'SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTION5 RESISTING LATERAL $ 5HEAR LOADS ANG#40R BOLT GONNEGTIO OUNDATION SUPPORTING BRAGING HALL PERMITER EDGE NAIL 5PAGIN6 (IN) MAXIMUM ANGOR BOLT 5PAGIN6 (1/2 ANGOR BOLTS) SILL PLATE TO FOUNDATION (CRAWL SPACE OR BASEMENT) I STORY ALL 46 2 STORY 23 23 WALL BOTTOM PLATE TO FOUNDATION ( E) 1-2 STORY 3 6 19 36 NOTE, MAX 12" FROM EACH CORNER AND EAGH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,5EE DETAIL. (TABLE 3A AWFGM HIGH WIND EDITION) 51LL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RE515TINO LATERAL d SHEAR LOADS 5HEATIN6 LOCATION STUD 5PAGIN6 BRAGING WALL PERMITER MAXIMUM NAIL 5PAGIN6 OR PANEL 510INO FOR 8d GOMMON NAILS fSEE NOTE I (INCHES OCC 5EE NOTE 3 1/2" ANGHOR BOLTS 4' EDGE ZONE 16 E 6 F 6 SEE NOTE 3 F 12 5EE NOTE 2 INTERIOR ZONE 16 E 6 INTERIOR ZONE Ib E 6 F 12 E= NAIL 5PAGIN6 AT PANEL E6DE (IN) F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) `L FOR HALL 5HEATIN6 WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT REWIREMENTS SHALL BE USED. 2. TABULATED 12" O.G. NAIL 5PAGIN6 A55UME-5 5HEATIN6 ATTAGHED TO STUD FRAMING MEMBERS WITH 6>Q.49, FOR FRAMING MEMBERS WITH 0.42<6,<0.49. THE NAIL 5PAGIN65 SHALL BE REDUCED TO b' O.G. 3. FOR EXTERIOR PANEL SIDIN& , 6ALVANIZED BOX NAI5 SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL The design of this structure Is based upon prescriptive approach using the Hood Frame Construction Manual (HFGM) published by The American Forest and Paper Association. Non-structural elements are based upon The New York State Residential Code -January 2003 For the Climatic and 6eogrophical Design Criteria, see Tale R301.2(U on cover sheet. All non engineered lumber to be Douglas Fir#2 or better Hind Llmltotlons-5ectlon R301.2.1 Design Grlterla-5ectlon R301.2.1.1. (See Table 8301.2.1.2. for Hind -Born Debris Protection Fastening Schedule For Hood Structural Panels) Dead Load-5ectlon R301.3 Live Load-5ectlon R301.4 Light and Ventilation-5ectlon R303 Minimum Room Area-5ectlon R304 Gelling Height-5ectlon R305 Sanitation-5ectlon R306 Toilet Bath and Shower Space-5ectlon R50 -T 61azing-5ectlon R308 6aroges and Carport5-5ectlon R3O9 Emergency Escape and Rescue Opening -section R310 Exit-5ectlon R311 Landing -Section 8312 Ramps-5ectlon 8313 5tolrway-5ectlon R314 Handrail-5ectlon R315 Guards-5ectlon 8316 Smoke Alarms-Sectlon R517 Foam pla5tic-5ectlon R318 Flame Spread and 5moke-5ectlon R319 Insulatlon-5ectlon R320 Dwelling Unit 5eparatlon-5ectlon 8321 Moisture Vapor Retarders-5ectlon R322 Protection Against Decay-5ectlon R325 Protection Against Termites -Section R524 Site Addre5s-5ectlon 8325 Acces5lbllity-5ectlon R326 Flood Resistant Gonstru6tlon-5ectlon 8327 Foundation -Chapter 4 Design based upon presumptive load bearing values of sandy gravel and or gravel at 3000 pounds per square foot. Gontractor to consult Arcltect If different soil materials are found upon excavation, - or test hole, for alternative footing and foundation wall design. Foundation Notes: 1/2" Ancor Bolts (5575-28) See chart on this sheet for spacing 8" poured concrete foundation wall, 8'-0" high, 3000 # test Minimum depth-5ectlon 403.1.4, 46' minimum coverage to top of footing Ib"x8" poured concrete wall footings, 30000 test 2-1 5/4"x11 7/8" Mlcrolam birder (or 3 1/2"x11 7/8" Power Beam) 4" poured concrete floor slab with bxbx#10 mesh and vapor barrier Damp proofing at exterior foundation below grade-5ectlon 8406 30"x30"x12" deep poured concrete column footings, 3000# test Deck and porch flootings as noted, 3000# test, 48" minimum burled depth Foundatlon wall to extend a minimum 8" above finished grade All footing to be corrlod down to undisturbed soil No footing shall be set higher than a 30 degree ongle from any other footing Pour no concrete on frozen ground or In freezing water. Provide 3 1/2' steel lolly columns. BackFlll shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufFlclently braced to prevent damage by the backfill (Section 8404.1.1) Floors - HFGM Prescriptive Method. Floor framing shall be nalled In accordance with Table 3.1 HFGM HIGH HIND EDITION. Draftstopping - Section R502.12 Flreblocking - Section R502.13. Floor Gonstruction� 3/4" plywood subfloor, fasten per Table 3.1 HFGM. Floor Joists: see Foundation and Floor Plans, spacing as noted Fasten per Table 3.1 HFGM. 2-2x6 GGA sill with termite shield and 9111 seal. Finish floors per agreement. Hall construction - HFGM Prescriptive Method. Hallfroming ondflnlshing shall be nailed and or screwed In accordance with Table 3.1 HFGM 1x6 foscla, wrap Overhangs as noted. - Vlnyl vented soffits. Alluminum gutters and Ieoders.51ding: see Elevations. Tyvek housewrap. 1/2" plywood shooting, see fastening schedule, Table 3.1 HFGM. 2x4x Studs a 16' o.c. with 2x4 shoe and double 2x4 plate 1/2" Gypsum wall board 5/8 "Type X 6H13 In garage. 1/2" MR 6HB In wet areas At least one window In each sleeping room shall comply with the exit regirements of section R310. Note drilling and notching limitations in figure Rb02.600 for bearing walls and figure R 602.6(2) for non - bearing wails. Fallow exterior comer framing detoll figure Rb02.10.5 Roof assemblies - HFGM Prescriptive Method Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section R905.6) Underloyment application (Section R905.2.7) For roof slopes of two (2) units vertical In twelve (12) units horizontal (17 - percent slope), up to Four (4) units vertical twelve (12) units horizontal (33 -percent slope ), underlayment shall be two (2) lyers applied In the following manner Apply A 19 -Inch (483)strlp of underlayment felt layers with and starting at the eaves , fastened sufficiently to hold In place. 5tarting at the eove , apply 36- Inch wide (914 mm( sheets of underlayment, overlapping successive sheets 19 Inches (483mm), and fstened 90f1clently to hold In place For roof slopes of four (4) units vertical In to N)e (12( units. Ice ProOctlon (Section R90527.1) Underloyment In High wind (Section R005.2.1.2) Flashing (Section 8905.2.8) Chimney and flrespoces - Ghapter 10 Energy Efficiency - Ghapter II, see attached report Mechanical - Ghapter 12 General Mechanical System - Chapter 13 Healtng and cooling equipment - Chapter 14 Exhaust 5ustem - Chapter 15 Duct System - Ghapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Ghopter l8 Plumbing - Part VII GENERAL NOTES I. All works shall be performed In accordance with all state, municipal, local zoning and building codes and ordinances having Jurisdiction and best standards of construction practice. The American Institute of Architects Gondltlons shall apply to all work performed on this project. 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brought to the attention of the Architect prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work except For hidden Job condltlons. 3. Gontractor shall guarantee to the Owner that all materials and equipment Incorporated In the work will be new, and that all work will be of good quality, free from faults and defects for a period of one year form the date of the final Certificate of Occupancy. 4. The Architect shall not be responsible for the construction means, method, techniques, sequences or procedures, or for the safety Precautions and programs In connection with the work, and he shall not be responsible for the contractors failure to carry out the work In accordance with the construction documents. The Architect shall not be responsible For the acts or omission by the contractor No changes shall be made In the documents and/or the building as designed without the expressed written consent of the Architect. 5. The contractor and all subcontractors shall maintain continuous Insurance coverage statutory policies (Harker Compensation, etc) and general liability In an mount not less than $ 5 million and automobile liability and damage coverage not less than s 2 mllllon. The Architect shall be named Insured on any and all policies. 6. Provide 0.025" aluminum termite shield over fibrous insulation at all perimeter sills. 7. All wood In contact with concrete or masonry to be Holmonized or pressure creosoted. 8. A single station smoke detector alarm device shall be Installed In each bedroom, on all floors and shall be all Interconnected per co C. All bathroom without operable windows to be mechanically ventilate as per New York State Code. 10. Heating to be designed to provide 70 degrees F. with outdoor designed air -temperature of O degrees F and 15 MPH wind. 11. All electrical work to be In accordance to the rules and regulation of N.Y.B.F.U, and a NY.B.F.U. certificate Is to be presented to the owner at the completion of t 12. Plumbing Installation to comply with State and Locc and the sewage disposalsystem to meet Health Dep. 13. Do not scale drawings. I)se figure dimensions only 14. All work to conform to the rules and regulations Ene la, gy Conversation Gonstructlon Gode. All glazed a gzed and all exterior door to have Insulated cores I5. The Insulation protection as Indicated on these plc the Code's minimum standards. ` 16. These drawings and specification are Instruments " shall remain the property of the Architect whether the which they made is executed or not. They may not be on any other project except by written authorization . Il. Architect has not been retained for site supervisle Inspection and certifications as required or requeste contractor or local building department. UPLIFT - CONTINUOUS PATH GONNEGTORS USE SIMPSON 5TRON6-TIE CONNECTORS FOLLOW PRODUCT SELECTION 61JIDE AND INSTALLATION MANUAL FOR HIGH HIND RE-515TANT GON5TRUCTION CATAL06 G-HH02 ANCHOR BOLTS IN FOUNDATION USE: 5ST525 HITH BEARIN6 PLATE, SEE FOUNDATION NOTES FOR 5PAGIN6 SILL PLATE TO RIM J015T USE, LTP4 16" O.G. AT EXTERIOR PERIMETER AND 6ARA6E/14OUSE COMMON HALL USE (4)-8d NAILS AT EACH END 6ARA6E STUD 6ARA6E SILL PLATE USE: 55P CONNECTOR AT 16" O.G. USE (4)-8d NAILS AT EACH END RIM J015T TO STUD CONNECTION USE: MT5 12,16-' O.G. USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: M5TA 36, Ib" O.G. USE (4)-bd NAILS AT EACH END RAFTER TO STUD GONNEGTION USE: MT5 12, EACH ROOF RAFTER USE 8 Ibd NAILS AT EAGH END RAFTER TO RID6E TO RAFTER CONNECTION USE. H7 EAGH ROOF RAFTER DECK P05T TO CONCRETE CONNECTION USE, PB544A FOR EACH POST DECK P05T TO GIRDER CONNECTION USE: PC44 FOR EACH P05T 61RDER TO DECK J0I5T GONNEGTION USE: MT512 o EACH JOIST 0 FLOOR 'ION STUD TO ROOF RAFTER GONNEGTIION PORCH POST TO DECK USE: P5720 (ALIGN WITH JOIST BELOW PORCH P05T TO 61RDER U5E: P5720 PORCH ROOF RAFTER TO 61ROER•U5E: H2.5A AT EACH ROOF RAFTER TABLE 3.8 D ION SHEATIN6 LOGATION STUD 5PAGIN6 5TRUGTURAL SHEATHING MAXIMUM NAIL 5PAGIN6 OR PANEL SIDING FOR 8d GOMMON NAILS 5EE NOTE (INCHES O.C)5EE NOTE 3 1/2" ANCHOR BOLTS 4" PERMITED EDGE ZONE I6 E 6 EE NOTES 3 F 6 SEE NOTE 3 INTERIOR ZONE 16 E 6 X F NOTES 2 GABLE ENDHALL RAKE AND RAKE TRUSS E 4 5EE NOTE 4 F 4 5EE NOTE 4 E= NAIL 5PAGIN6 AT PANEL EDGE (IN) F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IW I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTAGHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12" O.G. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH 6>0.49, FOR FRAMING MEMBERS NJITH 0.42<6<O.49 THE NAILIN6 5PAGINeG SHALL BE REDUCED TO b INCHEL'S. O. G. 3. TABULATED b" O.G. NAIL 5PAGIN6 ASSUMES SREATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH 600.49. FOR FRAMING MEMBERS WIITH 0.42<6<0.49 THE NAILING 5PAGIN65 SHALL BE REDUCED TO 4 INCHES D. G. 4. TABULATED 4" Qc. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRUS5 FRAMIN6 MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.49 THE NAILING 9PAGIN65 SHALL BE REDUCED TO 5 INGHE5 O. G. z 0 N K I I � Ii�U i -U Qn i 5HEET NO -2 Vry r r ^ m }Q Y X 5HEET NO -2