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Home My WebLink About34513-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33954 Date: 09/15/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 340 LOCUST LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 62 Block 3 Lot 26 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 11, 2009 pursuant to which Building Permit No_ 34513-Z dated MARCH 19, 2009 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 ONE FAMILY DWELLING WITH COVERED PORCH AS APPLIED FOR PER ZBA #6244 DATED 3/5/09. The certificate is issued to TIMOTHY D WOOD & ANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0108 09/03/09 ELECTRICAL CERTIFICATE NO_ 4027445 07/13/09 PLUMBERS CERTIFICATION DATED 08/05/09 K & K PLUMBING & HEATING A hor' ed S' nature Rev. 1/81 r� M" Form No.6 SEP 1 2009 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALT, BLDG.DEPT. 765-1802 TOWN OF SOUTHOLD 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:i. 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 1 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3y �.+o C S�- Loth House No. Street. Hamlet Owner.or Owners of Property: w%,10 f "A . a Suffolk County Tax Map No 1000, Section Block d Lot Z Subdivision Filed Map. Lot: Permit No. 3 tfS l Date of Permit. AACj A4pp want: Health Dept.Approval: Underwriters Approval: Planning Board Approval: .Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ 4pplicann Tom.n Hall,53095 Main Road ap Fax(631)765-9502 P.O_Box 1179 ��®� � Telephone(63i)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATION Date-. 5 l Building Permit No. I owner. / (Please print) .2 Plumber: (Please pri t) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this day of , 20 fig° Notary Public, County CAROL WDELL (*=D NARY PUBLIC-STATE OF NEW y0RK NO.OINY6189695 QUALIFIED IN COMMISSION EXPIRES OW30/20J o�_ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 F ELECTRICITY 5 5 BUREAU O5 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 . 5 5 Upon the application of upon premises owned by' 5 SS TIM WOOD TIM C.WOOD 5 S340 LOCUST LN 340 LOCUST LANE 5 C5 SOUTHOLD NY 11971 SOUTHOLD, NY 11971 5 5 d Locate at 340 LOCUST LANE SOUTHOLD, NY 11971 5 � 5 5 Application Number: 4027445 Certificate Number: 4027445 c5 5 Section: Block: Lot: Building Permit:* BDC: ns11 5 5 Residential � 13 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to 'electrical devices and wiring to the extent detailed 5 herein, was conducted - in accordance with the requirements of the applicable code' and/or standard 5 5 promulgated by the State of New York,. Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on thel3th Day of July, 2009. 5 Name OTY Rate Rating Circuits Tvpe 5 Alarm and emergency equipment— Sensor 1 0 0 Carbon Monoxide Sensor 7 0 0 Smoke 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 Kw Furnace 1 0 Gas 5� 5 5 Service Service Disconnect: 1 200 cb 5 Servicel Phase3w Service 5 5 5 Rating200Amperes Wiring And Devices Lj 5 AFCI 2 0 S 5 Dimmer 10 0 120 V Fixture 40 0 Incandescent Heat Light Vent 1 0 5 5 Outlet 40 0 Fixture 5 5 Outlet 73 0 Gen,Purpose 5 5 Paddle Fan 2 .0 C7 5 Receptacle 1 0 20a-laundry Applianc§eal 5 Continued on Next Page I of 2 5 5 �5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S O rJ�RPETE� nE i 12rJ 5 2PLFL3rL3PLPLLPLrL3 PLrL3rL3 3r PLrL3 PEU-0-Vn9 91:r�EPrJ9i:PrJ�rJ PrJ0 219191121- MQncnrJ�rJ�r�cn�nr�r�rJ�r� � 0 �rJ�[J�[1OJ�[1�[1[.I�[1�[.I�[P[J�[J��[J�[1�[.n[.n[1[1�[1�[J�[ [1�[1�[P[J�[J�[J�[P[1[.n[1�[1[Pt:1�[.n[1@.n[J�[J�[1[fflrL3P[rL3rL3 PrJ�[Jff3 rg] 5 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY ' cS 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 c5 5 TIM WOOD TIM C.WOOD 5 lei 340 LOCUST LN 340 LOCUST LANE 5 5 SOUTHOLD NY 11971 SOUTHOLD, NY 11971 5 55 5 Located at 340 LOCUST LANE SOUTHOLD, NY 11971 c� r5j Application Number: 4027445 Certificate Number: 4027445 S 5 S 5 Section: Block: Lot: Building Permit:* BDC: ns11 cS 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor,Second Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the13th Day of July, 2009. 5 5 Name OTY Rate Rating Circuits Tvae c5 5 Receptacle 7 0 GFCI c Receptacle 42 0 Gen,Purpose 5 Switch 34 0 Gen,Purpose 5 5 5 5 5 5 S 5 . 5 5 5 5 5 5 5 5 5 5 5 5 S 5 seal 5 5 2 of 2 5 5 5 5 . 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o ��'L3E �L�� o 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall t Southold, N.Y. BUILDING PERMIT . (THIS PERMIT MUST BE KEPI' ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ' PERMIT NO. 34513 Z Date MARCH 19, 2009 f Permission is hereby granted to:. T & M WOOD 340 LOCUST AVE SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER ZBA DECISION #6244 AS APPLIED FOR at premises located at 340 ' LOCUST LA SOUTHOLD , County Tax .Map No. 473889 Section 062 Block 0003 Lot No. 026 pursuant to application dated MARCH 11, 2009 and approved by the Building Inspector to expire on SEPTEMBER 19, 2010 . Fee $ 742 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 IRA HASPEL ARCHITECT, P.C. 59945 MAIN ROAD Sou=LD,NY 11971 PHONE: (631) 765-2075 FAX: (631) 765-5715 CELL.(516)398-8753 Dec. 22, 2008 Mr. Michael; Verity D Building Department Town of Southold,N.Y. VAR 2 0 20 RE: Wood Residence OLDG.MT. - 340 Locust Lane TOWN OF SOUTHOLD Southold,N.Y. 11971 Proposed Addition to existing One and one half Story Residence Foundation Wall Certification Dear Mr. Verity, I hereby certify that the existing 8".Masonry wall at the above referenced project is adequate for its intended proposed purpose. If there are any questions please call. Tha k 5yo-9 A 0 v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN L [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L� DATE INSPECTOR '44 J ((( �o�apf SOUlyOlo oourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ . FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION C REMARKS: o C DATE Lo INSPECTOR OE SOUly�`o Courm,�'�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �ur�7?�� ' DATE INSPECTOR SOpryolo coumv,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ OUCH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK C r r � l r v DATE INSPECTOR SOUr,�o�o cou�r+,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION N [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FILEESISTANT PENETRATION REMARKS: 61. F DATE J'(O INSPECTOR Of SOUjyo�o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. P OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 1 DATE `�� `� �� INSPECTOR �' Of SOUryolo / 7z., * 'F coutom,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: \ ' DATE 3 / INSPECTOR . f LWe7' — t FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------- FOUNDATION(2ND) /9 A. ' A \ H ROUGH FRAMING& y PLUMBING C x INSULATION PER N.Y. STATE ENERGY CODE (O� �' /S�i�-J✓ cw 6 O 1 i FINAL f .. c ADDITIONAL COMMENTS Iv. •'/: •. ,�.� ni ,mot ((�� ae r m m c� ,D C °z Q � d Q '� TOWN OF SOUTHOLD7 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 7 -41J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit --- _ Examined 3 ,20 —Storm-Water Assessment Form, v�77 Contact- Approved \ Approved 20 0 Mail to: 3/-/0 Lc76 0S i Line 5 Disapproved a/c �.. t'l�s1 N ( I(c(� Phone: (A 3(p Expiration ,201) Building Inspector APPLICATION FOR BUILDING PERMIT - Date /0 �� 52006 T WNQTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever;until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new°permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to-the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. C� (Signature o applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0W/U E-9 Name of owner of premises r1A1 AORA WOOD (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) / Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 01�O toco_ST Ayt� _ SOUZZIO1-b House Number Street Hamlet County Tax Map No. 1000 Section 2- Block ;`'; i(!::&. Lot 2, Subdivision Filed Map No.. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I FART LY R E510 CWCC- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition ✓ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fronts t 6 Rear 7o 6 Depth 6-6-4 Height 17 Number of Stories Dimensions of same structure with alterations or additions: Front S0 a6 ~Rear 20 4 Depth ¢Bo49 Height 23 Number of Stories ;`'2 8. Dimensions of entire new construction: Front - Rear - ?Depth G5�•�... Height Number of Stories 9. Size of lot: Front j O Rear /®C) Depth /DOt 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ¢® 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES No Will excess fill be removed from premises? YES NO 14.Names of Owner of premises T'/M WOOD Address 34D Grpe-aSr Phone No.63/-76 6 a Name of Architect 4R.4 Raf._t�L Address5 Vc— 144-IAI /21 Phone No�3/-7 f=?,o`7_I Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V el * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF VyOD4 being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract) above named, (S)He is the ®�J/(.�� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of b-6-Y 2000 / L/�NEAJ.A1Ktp�6pN{pyg� Nota Public Io,State of Now Vo* Signatur of Applicant ry QW11ed Uri s�folks� FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 9, 2008 TO: Timothy Wood 340 Locust Lane Southold,NY 11971 Please take notice that your application dated October 7, 2008 For permit for partial demolition and to construct additions and alterations to an existing single family dwelling at: Location of property: 340 Locust Lane, Southold,NY County Tax Map No. 1000 - Section 62 Block 3 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing_single family dwelling, on a non- conforming 10,067 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single family dwelling notes a front yard setback of 1.2 +/- feet on Locust Lane and a front yard setback of 9.7 feet on Korn Road. The proposed second story addition will result in a 9 +/- foot front yard setback on Locust Lane and a 9.7 foot front yard on Korn Road. Pursuant to the ZBA's interpretation in Walz (#5039), such additions and alterations will thus constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size,require a front yard setback of 35 feet. This Notice of Disapproval was written based on plans signed by Ira Haspel Architect, page CS-2, dated 10/06/08. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. REScheck Software Version 4.2.0 Compliance Certificate Project Title: Wood Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Albany County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 6894 Construction Site: Owner/Agent: Designer/Contractor: 340 Locust Ave. Tim Wood Ira Haspel Southold,NY 11971 340 Locust Ave. Ira Haspel ARchitect P.C. Southold,NY 11971 59945 Main Road Southold,NY 11971 631-765-2075 ihaspel@irahaspel.com Compliance Compliance:2.0%Better Than Code Maximum UA:295 Your UA:289 Gross Cavity Cont. Glazing ILIA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 339 38.0 0.0 10 Ceiling 2:Cathedral Ceiling(no attic) 469 19.0 0.0 24 Wall 1:Wood Frame,16"o.c. 1995 19.0 5.0 83 Window 1:Vinyl Frame:Double Pane with Low-E 206 0.390 80 Window 2:Vinyl Frame:Double Pane with Low-E 62 0.390 24 Door 1:Glass 61 0.350 21 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1001 19.0 0.0 47 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 2007 New York 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 o ecifications r n compli nce with this Code. Ira Name-Title ur Date 4 �. c Project Title:Wood Residence Report.date:03/13/09 Data filename:C:\Check\REScheck\wood rescheck.rck Page 1 of 1 Mar • 13 . 2009 - 9 : 07AM No • 1965 P . 1/1 REScheck Software Version 4.2.0 . Compliance Certificate. Project Title: Wood Residence Energy Code; 2007 New York Energy Conservation Construction Code Location: Albany County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 6894 Construction Site: Ownerm6ent: Designer/Contractor: 340 Locust Ave. Tim Wood Ira Haspel Southold,NY 11971 340 Locust Ave. Ira Haspel ARchitect P.C. Southold.NY 11971 59945 Main Road Southold,NY 11971 631-765-2075 Ihaspelairahaspel.com Compliance;2.0%Fetter Than Code Maximum UA:295 Your UA:289 Gross Cavity cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 339 3810 0.0 10 Ceiling 2,Cathedral Calling(no attic) 469 m 19.0 0.0 24 Wail 1:Wood Frame, 16"0.0. 1995 1910 5,0 83 'Window 1:Vinyl Frame-Double Pane with Low-E 206 01390 80 Wlndow 2:Vinyl Frame:Double Pane with Low-PI, 62 01390 24 Door 1:Glass 61 0.350 21 Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 1001 1910 010 47 The proposed building represented in this document is consistent with the tMilding plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Consfructlon 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 Ocations r n oompli ce with this Code. ZZ Name-'Title h u Date .A OF Project Title:Wood Residence Report date:03/13/09 Data Glename: C:1Chack1RESchecklwood rescheck.rck Page i of 1 Office Location: fjf SOt1r Mailing Address: Town Annex/First.Floor,North Fork Bank a 53095 Main Road 54375 Main Road-(at Youngs Avenue) cn P.O.Box 1179 Southold,NY 11971 Southold,NY 11971-0959 uNrr,Co - �k http://southoldtown.northfork.net MAR 1 '1 2009 BOARD OF APPEALS TOWN OF SOUTHOLD BLDG.OEPT. Tel. (631) 765-1809 Fax(631)765-9064 TOWN OF SOUTHOLD. FINDINGS, DELIBERATIONS AND DETERMINATION . MEETING OF MARCH 5, 2009 - ZBA.#6244.'TIMOTHY.WOOD and MIRA DOUGHERTY-JOHNSON Location of Property: 34.0.Locust Lane (and Korn Road), Southold CTM 62-3-26 f -Zor e:Dist'rict-- R-40 Residential SEQ'RA DETERMINATION: The Zoning.BoaM of Appeals has visited,the property under consideration in this application and,determines that this review falls under the Type'II category of the State's List.of 'Actions, without further steps under SEQRA. PROPERTY FACTS The applicant's property consists of 10,067 square feetwith 100 feet along Locust lane and 105.51 feet-alb 9 Korn.Ro-ad and is improved" with.a single-family 1-1/2 story frame house, as ahown'on the October 30, 2008 survey prepared by John T. Metzger, L.S. (Map#08-091). BASIS 6PAAPPLICATION: This is a request for'Variances under Section 280-124,based on the Buildings Inspectors revised December 30, 2008 Notice of Disapproval concerning a proposed new single-family dwelling (after demolition of the existing building)in a location-with front yard setbacks at less than.35 -.feet, on this.10,067 square foot parcel. FINDINGS OF1ACT The.Zoriirig'.Bo'ard of Appeals held a public hearing on this application'on February 19, 2009, at which tnne:written`and oral evidence were presented. Based upon all•testimony, documentation, personal inspection.'af:the prope>ty, and oilier evidence, the Zoning Board finds the following:facts to be true and relevant: _RELIEF- REQUESTED`. Demolition of the existing building and construction of a'new single family . dwelling.on-10;067 square foot in an R-40 Residential Zone.'The property is on a corner lot with two front yards (two street frontages) which creates'the-required 35K.minimum setbacks. :The existing home lies 1.2 feet,from the'front'line adjacent to Locust Lane, and the new construction proposes an increase to 9.7' feet.by removing the. 'attached enclosed porch. The existing and proposed setback from the front line adjacent to Korn Road will remain at +/- 9•.feet. Applicant will use the:existing brick foundation to construct new dwelling: _ . Page 2-March 5, 2009 ZBA#4244-Timothy Wood and Mira Dougherty-Johnsen CTM 62-3-26 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the.Board makes the following findings:. 1. Town Law W7•b(Vb)(3)(1) Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby.properties. The present home is more than 10�0 years of:age And in.poor condition...B ased.upon testimony received at the hearing, the Applicant indicates that the only economical way is to demolish and substantially rebuild a home using the same `foundation area, rather;than io.renovate and upgrade the existing home.. The home has been in its. present nonconforming'location for more than 100 years. T6.back yard of the home lacks the necessary. elevation to support a new home without significant filling, The remaining yard area is surrounded on -- themorth west.side with a large vegetated berm that could cause a drainage.problem if leveled.: No testin-!Pqy was'submitted to indicate that the replacement of this home as.requested with more :conformity to Codes wou' ld cause a detriment to the immediate neighborhood. 2. Town Law`§267 b(3):(b)(3)(2) The.benefit.sought by:the applicant cannot.be achieved by some method, feasible:for the applicant.to'pursue other than an area variance. The.homes in the immediate area of this ..home share similar unique circumstances, to include small substandard lots, with varied nonconforming setbacks-. This a..pphcant•could change the location of this home, however, not without-'a much greater cost of construction, such as filling, need for proper drainage of the remainiiig'lot, and cost to build a new . M .fouridation. 3.':Town..Law. §2677b(3)(b)(3).'..The.amount of relief is substantial, inasmuch,as it is based on present zoning code requirements. However,when considering the applicant will utilize the existing foundation which predates the current.codes, the new home,will be a substantial improvement and is in keeping with. those on nearby lots with their varied setbacks. 4.. .Town Law:067-b(3)(b)(5). The relief requested.is not self-created. The applicant Wishes to utilize the .existing.foundation for- the new.construction.. 5. Town:L•aw §-267-b(3)(b)(4). No evidence,has been submitted to suggest that a-variance in this residential cdmmunity;Will have.an adverse.impact on the physical or environmental conditions in the neighborhood. The Board finds the-relief granted for a new:dwelling on.the existing foundation will not impact a.neighborhood.:of similar.types of homes at varied setbacks, nor will it compromise-the physical or ... . environmental characteristics of the immediate neighborhood. 6.. Town Law §267-b. Grant.of the'relief requested is the minimum action necessary and adequate to . enable.the applicant to enjoy the benefit of his property, while preserving and protecting the character of the`neighborhood and the health, safety and welfare of the community: RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion.was offered by Chairman Goehringer, seconded by Member 2 Page 3—March 5, 2009 ZBA#4244_Timothy Wood and Mira Dougherty-Johnsen CTM U-3-26 Weisman,axid duly carried, to Grant the variance as applied for, based on certified plans prepared by Ira Haspel, Architect dated.: 9/25/08. Any deviation from.the.varance given such as extensions, or.demolitions.which are not shown on the applieant's diagrams or survey site maps, are''not authorized under.this application wlien involving.noncordormities under the zoning code. This action does not authorize or condone any current or future use, setback or other.feature.of the . subjiect.property that may violate the:Zoning Code, other than such uses, setbacks and other features as are expressly.addressed in.this action. . The.Board reserves the rigl t.io substitute a smi, lar design that.i is in•nature for an alteration that.does not increase the degree of.nonconformity. Vote of the Board: 'Ayes: Members Goehringer , hairman),. va, imon e (Member Schneider abstained). This Resolution:was duly adopted(4-0). eraadP. Goehringer, Chairman 3/ 12009 proved for Filing 3: FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 9, 2008 TO: Timothy Wood Revised: Dec. 30, 2008 340 Locust Lane Southold,NY 11971 Please take notice that your application dated October 7, 2008 For permit for demolition and reconstruction of a new single family dwellingon n the existing foundation at: Location of property: 340 Locust Lane, Southold,NY County Tax Map No. 1000 - Section 62 Block 3 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed demolition and reconstruction of a single family dwelling, on this non- conforming 10,067 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a front yard setback of 35 feet. The existing single family dwelling notes a front yard setback of 1.2 +/- feet on Locust Lane and a front yard setback of 9.7 feet on Korn Road. The proposed new construction will result in a 9 +/- foot front yard setback on Locust Lane and a 9.7 foot front yard on Korn Road. This Notice of Disapproval was written based on plans signed by Ira Haspel Architect, page CS-2, dated 10/06/08. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 26 December 2008 To: Southold Building Department From: Tim Wood Dear Mr.Verity: I have been recently advised that the existing structure at 340 Locust Lane has unsound sub-flooring and support beams due to rot and past termite damage. The builder recommends building an entirely new structure on the existing foundation. As a result, I am writing to request that our application for a 50%tear down and renovation be revised to a full demolition. The new structure will still use the existing foundation which remains sound and adequate for the intended addition(Please see the attached certification). Thank you, I ' r Tim Wood _ TOWN . OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ' f VILLAGE DISTRICT SUB. LOT �- a� FORMER OWNER+&C6'-d l t j"r°"k a1vto N E ACREAGE _ �� 51�,anc:bean S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS `r°' "' C) C) z 000 zqo 0 Z01.z ff G .F�• a'°�'�i /s L - G,Io.PC�.r�c e e�c°� ,E; 90- �'l�/. eR� a ,J A cnJ /,-a a a-v 2 — /6 — ,P3 &Lpl lwx,! �'eo 4�/.& ��9 Sg!e02 °- , 9'ao9 60/o U_►moo /`/v� �I r-iy G AGE BUILDING CONDITION �� e i f 1 a NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable,. 3 � \ �Z >T - L_ 10286, 9(7- Re-4 6 1, Woodland \ 1 Z Z 6 I — 9,53 Swampland 11 b,SJL 1-13 77 -73 7"1�4l r�lG''OWE V)6 J01�C,nJ ��1/�, 00� Brushlandcce'. _. House Plot Total a 3� j 4 3 l � i I V- I - I ' i I j I ! I � I I I ! M. Bldg. C' X t �' I _ t Foundation ; Bath Extension Basement f=' ! Floors Extension _j T Ext. Walls a,?ti Interior Finishyr f.. Extension Fire Place Heat Porch ' Roof Type I l of; i, I Porch Rooms 1 st Floor Breezeway Patio j Rooms 2nd Floor Garage j I Driveway Dormer i I O. B. ' 0 I am famll/ar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES TEST BORING N cc and will abide by the conditions sel forth !herein and on the \ by McDonald Geosclence LU c C5 � permit to constrUcl. 0' Cm Dark Brown Loam 0L SURVEY OF PROPERTY W A T SO UTHOLD RGIOF DRAINAGE CAL COLA TONS Brown Sill ML c^^t ROOF AREA = 1170 SO.FT. PARKING 40r 1VA x�x �';X 3 TOWN OF SO UTHOLD 1170 X"oAi X l = 198.9 CU.FT. l-�T 26 x�x�pj lo�Medlum and SUFFOLK COUNTY N. Y. 198.9/42.2 .- 4.7 VF i ca Sp , OROEO AL DRYWELL 8'0 x 5' DEEP UNK xix�x96.91'� �p,cl'u �\�1U� ��,17' 1000-6,2-03—,26 � � x 96•� N 4t FOL-es \ •ni2010a SCALE: 1"=20' x The /ocvtions o/ walls ar)d cesspools xix� N AUGUST 28, 2008 OCT- 30, 2008 (PROPOSED ADDITIONS) shown hereon are from field observations ix� �5p"E so4N and or from data oblalned from others, `x�x �3.210E NOV. 7, 2008 (REVISIONS) F. N N WIRE X x NOV. 24, 2008 (B.O.H. info) �- 2 X Ap1 N o S rO NOV. 26, 2008 (TEST BORING) F ( ' N12.3 g � Nt3� � � C1C=. - '� j} Y; �•�--=-,-•s�,�aa..�._..�..... 7sz,122 NEW SEPTIC SYSTEM ,�\/ �ey pod, �B"iy ,� dt., r ��E z „,4 BEDROOMS MAX. " off° " ' `' �� >t �:� f mst \ �'\ m 1 - 1000 *GAL. PRECAST x z �X \ R,�` f � SEPTIC TANK Z \ O Ex�twe POOL ,• I, �e `' 2 LEACHING POOLS 8 x x PI 25 LfAc�;'0 ` i al-1 , /2'* DEEP BOTTOM OF L ``y a 0 ,6C :6a� t�: r I:�F, SERVICES POOLS TO BE 3 ABOVE Q x \ GROUND WATER r� s9�1 ��r� .g .mo t _ �uc N r ep x p-Cpst \ C s:e�r ' C a G'rL i'9CF- 0(:.`1.17 EXISTING LEACHING,POOL - Ink M E F'"' '�`' g •#1/ TO BE PUMPED'OUT P/0 �o \ wd e' Lr d FILLED WITH SAND �07 25 pRo(' �a` Q i 5HoWER pw '� POD ; 9Z D-;II '� +'� C P $�4 t ��S��cQc41'�`_� 6 ��-1 pg�K �3.®1 \ ��.�;\\ 0 FOI:z ["Il'�`l.f';� y'1 �4 � BEDROOMS REMOVE EXISTING DECK ENCL= T� P/0 m 1112 5 NO SE ` o E-XX�P RES T r fl E YEARS,sus M uA E- �u�E'�®��r': PORCH d WALKWAY. �p co x 0T Za pppPflON a. ANIE S?Y �. EXISTING SEPTIC C3a g / L C,SED � ft- 35 a T SYSTEM TO \ �x � OP , F. BE CERTIFIED OR PROVIDE x NCE ,X PR NEW APPROVED SYSTEM m C / \g` ' it LAM W I.OT 24 r AC WSLL oN . ,,\ test borlag 1 51 , �pEED) LOT NUMBERS REFER TO "DIAGRAM OF LOT BELONGING 9y EL 0' 1�5,g6 � \ TO JANE A. COCHRAN, J. W. CASE SURVEYOR" FILED /N �3oE 32• 1 �Fs THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER, 187().' LOT �g „W N AS MAP NO. 399. COVERAGE EXISTING 15497 sgJ1 -+ it 573- 1 00 Of Ppy�AE 1� 1587/10067 = 15.8% � � �� 0� PROPOSED 1266 sg.fl. 4 ` 1266 N10067 = 12.6% N .,• • �" ELEVATIONS ARE REFERENCED ! S. LIC. NO., 4961$ TO AN ASSUMED DATUM. r AN Y AL TERA 77ON OR AVDI TION TO TH#S,SUR VEY /S A VIOLA TIONtA — OF SECTION 72090E TH: NEW PORK STATE EDUCATION LAW. \�� `` '�R P.C. I EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS `FAX (631) 765-1797 ■ =MONUMENT HEREON ARE VALID FOR THIS MAPIAND COPIES THEREOF ONLY IF P• �� AREA=10,:067 SO. F7. SAID MAP OR COPIES 6EAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 T#�A-1LEL= STREET • =P/PE WHOSE SIGNATURE APPL;ARS HEREON. SOUTHOLD, N. Y. 11971 08-191 • I am fam/llar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES TEST BORING N and will abide by the conditions set forth therein and on the by McDonald Geosclence permit to construct. \ O' Dark BrownLoam SURVEY OF PROPERTY ' ROOF DRAINAGE CALCULATIONS Brown Sllt ML AT SOUTHOLD GAS 3' t�A TOWN OF SOUTHOLD ROOF AREA = 1170 SO.FT. P �0? D 11 RAINFALL 26 iX�x 117o X 0.I7 x 1 = 19e.9 CU.FT. LOT x/X \ Pale Brown Fine SUFFOLK COUNTY, N. Y. 198.9142.2 = 4.7 VF X�X! pEEp� p to Medlum Sand OR PROVIDE I�I DRYWELL 8'0 x 5' DEEP INK 4G Xi 9 1 �(p, P,0 \ \ w sP �N i 6 9 CTU x 1000-62-03-26 �aX�X 96•47 U�„ °'"- SCALE: 1'-20' ,The locatfons of wells and cesspools X�x�xi �N'R P° -11120108 AUGUST 28, 2008 shown hereon are from re/d observations xiXi �5p"E off OCT. 30, 2008 (PROPOSED ADDITIONS) and or from data oblalned from olhers X` Nl3 2�FENc� \X\ NOV. 7, 2008 (REVISIONS) � �x- 4'N x X � N x ,r NOV. 24, 2008 (B.O.H. info) x 6��X o0�p FR•EQ , `� N \ NOV. 26, 2008 (TEST BORING) DEC 296 2006 f REVISIONS) x Z 9,W N x tit E N m MARCH 25, 2009 (FOUNDATION) NEW SEPTIC SYSTEM 4 BEDROOMS MAX. \ p s I - 1000 GAL, PRECAST SEPTIC TANK 7- \ O roa ( �\ I - LEACH/NG POOLS 8'0 x Ir 12' DEEP BOTTOM OF X\ LQT aao e',� x a POOLS TO BE 3' ABOVE o l 6A4 \ A GROUND WATER XIS TING LEACHING POOLS 0 N .TO BE•PUMPED OUT 'P/ P 4 FILLED WITH SAND Lp"f 25 �`� s� �` / 1 '�' D V E pw tAt3:1 o o MAR 2 6 2009 REMOVE EXISTING DECK, ENCL= \TA P/24 C T, o BLDG.DEPT.PORCH 9 WA KWA Y. pE �_ TOWN OF SOUTHOLD LOT cp pE x 1 KET � 4&V Q VIA i P/p ix x OT WO� �oN WAY \ test n°�ia9 `� 5.51',�A EEO) SLOT NUMBERS REFER TO "DIAGRAM OF LOT BELONGING eo D� ` �� 5 96 �� \ TO JANE A. COCHRAN, J. W. CASE SURVEYOR" FILED /N m \�F3O'E 32' �Q THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 187C) ub `� AS MAP NO. 399. LOT COVERAGE EXISTING 1587 sgJI �, S13'1i'00"W ` Ep O GE OF PATEN D ,�sOF NEWr 1587110067 = 15.8% A 5�� T.MET �c PROPOSED 1266 sq.Jl. 1266 110O67 = 12.6% \ ELEVATIONS ARE REFERENCED wf71 � 1 TO AN ASSUMED DATUM. r ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION _ _ Y.S. LIC. NO. 49618 N OF SEC770N 72090F THE NEW YORK`STATE EDUCATION LAW. 4 S, P.C. — EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER TIF7CA T70NS S b FAX (631) 765-1797 ■ =MONUMENT HEREON ARE VALID FOR THIS MAPIAND COPIES THEREOF ONLY IF P.O. AREA=10,,067 SO." FT, • =PIPE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET c WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 08-191 SURVEY .OF PROPERTY A T SO UTHOLD 6 TOWN OF SO UTHOLD L0 T /x SUFFOLK: COUNTY, N. Y. x/x!�pEEO) x UNK�x/X! g6,g17� (A0T1J AL) n 1000-62-03-,216 �HaX/x g6.4 b�Es SCALE. 1 -20 AUGUST 28, 2008 , / 1 E N 50 �•4• fE4rN N WIRE N N SHED 2 13u1 Nt�,�\s ba, C1� �9W 1 ` X N Z , s \ 25 LOT X c x a Flo \ T 25 � � / s"WEFZ USE r LO / N _ 1 sTofty � 3� ML J to Cp Z \a LOT 24B FRAME B.PIC14E P/Q mn > '� X (LO 24 j \' oNC \ GRA`r� 1 5.51'�(A E) \ o LOT NUMBERS REFER TO "DIAGRAM OF LOT BELONGING O/Lp g6 0 .ti \ TO JANE A. COCHRAN, J. W. CASE SURVEYOR FILED IN \3D,E �Fs THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER, 1870. > AS MAP NO. 399. PAW ENT EDGE of RpAD s' . L o,,, Y.S. LIC. NO. 49618 ANY AL7E'RAT70N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC770N 72090E 7HE NEW YORK STATE EDUCATION LAW. <. C3'0 S, P.C. EXCEPT AS PER SEC770M 7209—SUBDIVISION 2. ALL CERT7nCATTONS , 1� 0 'C= AX (631) 765-1797 �/r� ■ =MONUMENT HEREON ARE VALID FOR THIS-MAP AND COPIES THEREOF.ONLY IF '�� AREA=10 .967 SO. FT. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1 ` STREET WHOSE 0 p_1 n1 + • =PIPE OSE SIGNATURE APPEARS HEREON. SOUTH N. Y. 11971 U e7 I am faml/lar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE . DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES '' TEST BORING N and'will abide by the conditions set forth therein and on the \ 0' by McDonald Geosclence permit to construct. DarO 1' Brown Loam SURVEY OF PROPERTY \ ROOF DRAINAGE CALCULATIONS car Brown Sill ML AT SO UTHOLD SOT ` A 3' TO WN OF SO UTHOLD ROOF AREA = 1170 SOFT. REgNG ,X x 2' RAINFALL PA T 26 /x�X \ Pale Brown Flne 1170 - 0.17 x l = 198.9 CU FT. �O X�X o� X to Medium sand SUFFOLK COUNTY, N. Y. 198.9142.2 = 4.7 -VF i PROVIDE l DR YWEL L 8'0 x 5' DEEP FEN�ix�X9' 6.91 ,�V CTU A�) \ Vi sP 1000-62-03-26 •� OR EQUAL iX jX�X 96.4� C n, \ F oi.£ �. -11120108 SCALE.' 1'=20' �x AUGUST 28, 2008 shown l hertons of eon are (rols and l field observations ix�oolsx/X "E SN�°N w O.CT. 30, 2008 (PROPOSED ADDITIONS) ,X 0 50 0• \"\ NOV. 7, 2008 (REVISIONS) and or from data obtalned from olhers. �x 13 `1NCE NOV. 24 2008 IB.O.H. info) X 5 4�N N�X-- x �, W NN" �` NOV. 26, 2008 (TEST BORWG) 5}IED3, �` # N�\ n o DEG 29, 2008 f REV1S10NS1 c, f MARCH_25, 2009 (FOUNDATION! XyW 4 '\� o `�-' AUG. 18, .2009 (final)- _ NEW SEPTIC SYSTEM \Z' c°c� ��x No�X 4 BEDROOMS MAX. I - 1000 GAL. PRECAST SEPTIC TANK Z 0 ( " c� a'r _P ".. I ! LEACHING POOLS 810 x X PI 25 \ \ 0� : 12' DEEP BOTTOM OF s \ LOT POOLS TO BE 3' ABOVE Q X i w rt`GROUND WA TER X EXISTING LEACH!NG,POOLS �`� X\ sT o ;TO BE PUMPED OUP ' •P I �� Y �ECEivED � FILLED 14'lTH SAND 1,0T 2 �• � s a , , a�i � tr'a •. ' a ilia' ;C�, §p �, Q a �z9 SCDHS Ref. # RIO-08-0108 a' ii o Pc.�.� •$ � AUG 3 1 2009 SEPTIC SYSTEM / / SUFF.CO. HEALTH SERVICES MEASUREMENTS o P/O kr ��sg �+ OFFICE OF WASTEWATER MET. S T 33 1/2' 29' 2a> \ N LP#1 35 1/2' 49' X\ y 49•U' o�� rp LP#2 50' 60' P/0 " c LOT 2� ` D04EwAY L) \ tgsi baring (AG ) \ LOT N JkBERS REFER TO "DIAGRAM OF. 'LOT BELONGING +\ g6' \ TO JANE..A:' •COCHRAN, J. W. CASE SURVEYOR" FILED IN FEO.E 105 THE SUFFDLK- COUNTY CLERK'S OFFICE ON OCTOBER, 187-0. 3 AS MAP NO. 399. LOT COVERAGE .`1'O "W.. E of pA`R`�EN' \SOF Neq, EXIS TING 1587 sgJt 513 OG RQAD: 5� T T.M8 0 + Q� IC S - 1587/10067 = 15.8% - X4 PROPOSED 1266 sq.11. �"fj F 1266 110067 = 12.6% j '9 ELEVATIONS ARE REFERENCED MELL Y.S Ll . NO. 49618 TO AN ASSUMED DATUM. ANY ALTERAT70N OR ADDITION TO 77tlS ,SURVEY IS A VIOLATION CO (i l OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW, g ' EXCEPT AS PER SECT70N 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 1) 765-1797 HEREON ARE VALID FOR THIS MAPOAND COPIES THEREOF ONLY IF P.0. BOX 1NO ' AREA=10,.067 SO. FT. 0 =PIPEUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRA VEL REST p WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 1.1971 0U-191 iitect is not responsible for the legalization of mph(177 km/h)or greater,special methods of fastening are :tares on the subject property. required.Special fastening methods shall be tested in accor- dance with ASTM D 3161,modified to use a wind speed of ;es to these drawings nor to any work on this _��r_ ,6�-_ 2 O75�,* iay be made without the written approval of 110 mph(177 km/h}. itect. 1 Shingles classified using ASTM D 3161 are acceptable window and door openings over 5'-0"shall - for use in wind zones less than 110 mph.Shingles classified Is tripled on jambs. The inner two studs shall using ASTM D 3161 modified to use a wind speed of 110 receive the lintel or header over the opening mph are acceptable for use in all cases where special fasten- ingl extend in one piece from lintel or header to is required- P-Oiec name and►«anon below. The outer stud shall run in one piece - � CC to top plate. W O�D R�� G✓ G L shall be cut to receive piping larger than 1-1/2" LOT 26 ` l :ter. If the running of pipes requires the cutting l 340 L O C U OT 4Y E , proper provision shall be made for tying , and supporting all structural members affected CHAIN LrW FENCF O U T N O L D N cutting as per Code. FX-- -x—x—x—x—x—x—X—x—x x—=x—x—x—x—x k 96.91' (DEED) x 24 N73�1'S0"E 96.4T (ACTUAL) I I aid NO�I T�Ot�I k X FE x X� SHED 12.9W !N a4N ` )U61TY S\ Ev w ♦POLES 0 F ROOF = 1169,56 5,F• '` 123' C DNSTAUCTION DOCUMEN DATE # REVISIONS T f 2nRP�NI%14L1 ;rZEQUII >".�j V Ii _ px23,o3'= 2o7.27c•p. D�/L p/0 LOT 25 A I p/0 N Z cZ a I LOT 25 mk " g�uSTlht6 7QODp t�RH GE ` > ►� gkNITARY��\ r-8 X9 � XA (,� I i 1`s SYSTEM •— l p �Si►cH I`� �z pIP6 AFL C/" V pRpVID� htEW -o I 'TD GEAtH peob � 1 � . a - �o :mac% p eG�ti i" —--- ° "% 1� {, 13� RBlte„e our. 00 k o p/p 1 e+�• �. erosgo sHowER�, i x REMovE I All Ri hts Rese, .red. P/0 a �"' LOT 24 eBCK DECr _or Pr�Troy gxl9r oc, m n x i `( HOUSE I Copyright ® Ira Haspel g LOT 24 m i I.2'W Poizu , I a. ^8�' , k� PICKET FENCE , � i x—x—x—x--x 45.0 � N o _ _51TE Pl Mi cDRIVEWAY AOVI rtorts)K o7. 1= VPJ,,S,l NA,CE C/IkXUV71ON D'E GRA VELR IUD .WooD WA1•14 NONp oo.Taxm. : Cot-o3- 26 , S73'11 00"W 105.51' (ACTUAL) O.C,T,► - Na 1000 - -I� CP1. 105.96' (DEED) I EDGE OF PA WE14 KORN �� ROAD dcapn by: — ob No.: ASpF` , aealC daac -. .�, 5 0^eEp Ohl 6Lj1zvEY BY pBCON'C eUR/EKoRS,p C. (691-7G5.5o20) , � ` DPTEn -8�2d/o9 - l�WrtUM6�+T dMvingno.: • -- Tipp 3,✓�r - - AR5-4 = 101 067 s•.F . - 8 --IT /' - Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/17/09 Receipt#: 43424 Transaction(s):. Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3860 $10.00 Cash Total Paid: $10.00 1 Name: Wood, Timothy C. 340 Locust Lane Southold, NY 11971 Clerk ID: LINDAC Internal ID:3860 WILDIr4G PERMIT EXA INER CHECKLIST *Date Submitted; /J/ 7109787 *Date Reviewed:,O Y/09a 1 Lpplieant: 7—/ r07 Wood Owner: Tti'1`ko-kn ocyd Ij lrchitect/Engineer: T'ro' �CA& P_e,t +,stUnated Cost: !CTM# 1000- — - -c�tp Subdivision: Zone: - d Confortniag? DI/O 'roperty Address: Jqd L oc_u,34- L-a,o -� City: SOCA-+k o (Cl Pre COS? Wilding Permits (Open/Expired): BP -Z/C/OZ- Info: BP -Z/C/oZ- Info: {P -Z/C/o Z- Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- fafo jingle & Separate Search Required? Y orC)Deterrnination: LEQ. Lot Size: 416 ao 60 ACT. Lot Size: /D DCP 7 REQ. Lot Cov. o?t) ACT: Lot Cov. tEQ. Front ACT. Front t_ REQ Side ACT. Side REQ. Rear PROP. Rear tEQ. Height . ACT. Height 'roZ14 Description: U 0 g� QQAA"w� � fi +QAa k VV'V3 Vaterfrout? Y or ? f yes, `eater body: Panel# Flood Zone: Bulkhead/Bluff Distauce: LDDITIONAL APPROVALS REQUIRED iuffolk County Henalih: Y or N - If yes, *Bed#: *Date: *Permit#: _ Town Septic: Y or I Cd - If no, certification required: Y or N Received: Y or N By: dYS DEC: Par-orc 9iv75 Y or N - Date: / / Permit fit: or NJ Letter - Notes: iouthold Trustees: Y or N - Dale: / l Permit #: or NJ Letter - Notes: iouthold ZBA: Y or N - Date: / / Permit #: - Notes: Southold Planning: Y or N - Date: / / Permit #: - Notes: Towu Landmark C of A: Y or N DTE: / / / *NYS CODE Conipliauce (page 2): Y or N Motes: !/lam Fee Structure: Calculation: Foundation: SF 1. ( SF)- (_ _SF)= SF X $ _$ First Floor: SF + Initial Fee: $ Second Floor: SF + Additional Fee ( _�: $ Other: SF 2. ( SF)- _SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CI-IECIMIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed:, IZOMPH Seismic Design Categoryi E Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -fee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION- HEIGHT/ME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GLRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y(N ROOF RAH TERS: Y(N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N .LIVE: Y(N DEAD: YIN SNOW: Y(N SEISMIC: Y(N 'NINE): WNI wDgDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREII ENTS: Y/N EGRESS 5.7 S.F.: Y/N b LIGHT 8%o: Y/N �rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGR-kNI: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Yt'N TRUSS DESIGN. Y%N CERTIFICATION'. Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN 'TO PAGE ONE) Z 3 J LAJ Kr v C 'f" o GW J --Z- AK44e/ m..®, co MCC c W *�- e W r to vour x o } c 4 I L Gd8 W p \ Q Z v o✓E,� LowFc� i rim t / � �ll�—f...t�+s✓...k' _ �` O t�� CJ' s�e"�'/S/ � /Cv:T CF.iG, SAS Z3 LL E c E w E APR 16 2009 � BIDG.DEPT. , C W/g TOWN OF SOUTHOLD o ►-ram LL 0 W Q 0 �o N ID II - Z W 0 N 0 LU / n a I✓ O ii _" m Lr I --e- 11 �, co Q � IL in 2 T } Z�► •'r M N � � ✓g \ -2 V poi W c - \ Q h � Z—Lx z-2,a�o i ' G .. (V� Y� Y�at11M� fill 1't S�) 4 All LL O LLI r li N m 1 - Z 3 W • o u o m , s } off. � v Z Chi Q/e"pct �aGE U.1 s ost, yam. ! O a oC x 4. W C io —two,: { ; ` Q Z P/iC. / .• AAEW foo r'i/Vb V 3 m ew- 3 %FS e/C o — vi j —I i V lei --- I ��-�-a I Ty�le s�j- z.a x z� x•a _ l �,Q .7,. Z � _ _ i fac �c�c�.►�nJ S✓PR�tY� v l r /� � . �.Wit. ...'`'♦ . -- A ND LL 17u4t,S,C TZV �*v!1407730A) w c� a I � - _ _ � A I a � I .. I --- i . . i -_ - . . ----------_ - � - - - -_ _ +- 1 'interior load-be' - _' .- - -----IN .. --.--- - -- --- _ . . I - ___. _. _ - - -_ - * " -_ - -_ . SECTION R320 i R602.4 . I e- TABLE R301.6 SECTION R�io_ Ohen mo'r'e than one smoke alarm is required to be installed - R406.2 Concrete and masonry foundation waterprobfing. R502.3.1 Sleeping areas and attic joists. Table ! aring walls. Interior load-bearing WARNING: . i EMERGENCY ESCAPE AND RESCUE OPENINGS within an individual dwelling unit the alarm devices shall be in- PROTECTION AGAINST TERMITES In areas where ahigh watertable orotherscvere soil-watercon- R502.3.I(1)shall be utilized to determine the maximum al- 1 walls shall be constructed,framed and fireblocked as specified It is AL violation of die law for any pmon, . RE510FVNTIA� WDE, NOrE5 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE I ation of one alarm R320.1 Subterranean termite control.Iri�re' t,exterior foundation walls that retain lowable span of floorjoists that support sleeping areas and I for exterior walls. . . PER SQUARE FOOT OF HORIZONTAL PROJECTION - I ;R310.1 Emergency escape and rescue required.Basements -tercOnnected in such a manner that the actu as favorable to ditions are known to exis unless acting under the direct supervision . -Of NF,W YOF�6 5TAT.E - 2007ea,4v#4__.- � - individual unit.The alarm termite damage as established by Table R301.2(l),methods of earth and enclose habitable or usable spaces located below attics that are accessed by means of a fixed stairway pro- � R602.5 Interior nonbearing walls. Interior nonbearing . - - � , I -__�RIBUTARY LOADED AREA IN with habitable space and every sleeping room shall have at least will activate all of the alarms in the of a licensed arcbitect�to alter any item . . - - - ____ - - -------..-- -.- . ,__ . SOUARE FEET FOR ANY I one openable emergency escape and rescue opening. Where ..shall be clearly audible in all bedrooms over background noise protection shall be by chemical soil treatment, pressure grade shall be waterproofed with a membrane extending from vided that the design live load does not exceed 30 psf(1.44 walls shall be permitted to be constructed with - . STRUCTURAL MEMBER � levels with all intervening doors closed. preservatively treated wood in accordance with the AWPA the top of the footing to the finished grade.The membrane shall kN/ml) and the design dead load does not exceed 10 psf 2-inch-by-3-inch(51 mm by 76 mm)studs spaced 24 inches In any way bearing the seal of an architect DESIGN-Comply with Wood Frame Construction Manual - - ,basements contain one or more sleeping rooms, emergency :, - ROOF SLOPE 0 to M�,2W to�E over em I standards listed in�Section R3 19.1,naturally termite-resi stant consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roo (0.48 kN/ml).The allowable span of ceiling joists that sup- rescue openings shall be required in each sleeping Exception: Interconnection is not required where smoke ; r� (610 mm)on center or, when not part of a braced wall line, If an alteration is made,the alteting (NNTCM)2001 edition for One and Two Family Houses. - - !� . -egress and I wood or physical barriers (such as metal or plastic termite I ing, 6-triil (0.15 mm) polyvinyl chloride, 6-mil (0.15 mm) port attics utilized for limited storage or no storage shall be- i2-inch-by-4-inch(51 mm by 102 mm)flat studs spaced at-16 ard�tect shall afft to bis item the seal .- Flat or rise less than 4 inches per I .room,but shall not be required in adjoining area's of the base- alarms are permitted to be battery operated in accordance � . . .--- - .-- _. - - 20 16 12 d rescue openings are pro- . with Section R313.1.2. I shields),or any combination of these methods. polyethylene or 40-mil(I mm.)polymer-modified asphalt.The determined in accordance with Section R802.4. inches (406 mm)on center. Interior nonbearing walls shall and the notation"Altered bv:" folloir:d bru I I I �-[B1 R301.2 Climatic and geographic design criteria.Build- foot(I 3) mcnt.Where emergency escape an . joints in the membrane shall be lapped and scaled with an adhe- . be capped with at least a single top plate.Interior nonbearing . . . ' I . ings,shall be constructed in accordance with thie provisions Of ,vided they shall have a sill height of not more than 44 inches � Section R403 sive compatible with the waterproofing membrane. R502.3.2 Other floorjoists.Table R502.3.1(2)shall be uti- his signature,the date of such alteration, Rise 4 inches per foot(1:3)to 16 14 12 ; All smoke alarms shall be listed and installed in accordance walls shall be fireblocked in accordance with Section - I . this code as limited by the provisions of this sectdon.Additional less than 12 inches per foot(1:1) _ .(I I I 9 min) above the floor. Where a door opening having a with the provisions of this code and the household fire warning Footings - - -_ _._____ . lized to determine the maximum allowable span of floor R602.8. . and it specific description of the alteration. i I .criteria shall be established by the local juris4diction and set threshold below die adjacent ground elevation serves as an equipment provisions of NFPA 72. R403A Concrete footings. Concrete footings shall be a . joists that support all areas of the building,other than sleep- " N i . forth in Table R301.2(l). Rise 12 inches per foot(1:1) 12 . 12 12 emergency escape and rescue opening and is provided with a minimum of 8"deep and 16"wide and made of 3000 psi I SECTION R408 ing and attics,provided that the design live load does not ex- I R602.6 Drilling and notching--studs.Any stud in an exterior - - - -1� UNDER-FLOOR SPACE - - � . . ,and greater . bulkhead enclosure,the bulkhead enclosure shall comply with ,1 R313.1.1 Existing buildings undergoing repair, alteration, . wall or bearing partition may be cut or notched to a depth not I - - , I .- . . . . R301.2.1 Wind limitations.Buildings and portions thereof ' . change of occupancy, addition or relocation shall be pro- i concrete and b e aminimurn of 36"below grade unless specified ceed 40 psf (1.92 kN/ml) and the design dead does not - ForSI: I square foot=0.0929 M2,1 pound per square foot=0.0479 kN/m2, Section 310.3.The net clear opening dimensions required by . P . R408.1 Ventilation. The under-floor space between the bot- exceed 10 psf(0.48 kN1m2). - .. . . shall be limited by wind speed, as deffined in Table I inch per foot=0.0833 mm/m. this section shall be obtained by the normal operation of the vided with smoke alarms as required by Appendix J. otherwise. tom of the floor joists and the earth under any building(except exceeding 25 percent of its width. Studs in'noribea-ring parti- I __3 .i 1. . - . . � . R5023.3 Floor cantilevers. Floor cantilever svans shall tions may be notched to a depth not to exceed 40 percent of a I\ - P,V1.2.1.2 Internal pressure.Windows in builldings lo- emergency escape and rescue opening from the inside.Emer- [F) R313.1.2 Power source.In new construction, the re- space occupied by a basement or cellar)shall be provided with - � ( �19 i TABLE R301.7 gency escape and rescue openings with a finished sill height _. quired smoke alarms shall receive their primary power from Table 403.3(l) Air Freezing Index-Riverhead . . ventilation openings through foundation walis or exterior not exceed the nominal depth of the wood floorjoist.Floor single stud width.Any stud may be bored or drilled,provided I �. . - -11 L cated in windbome debris regions shall havie glazed ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSOkc below the adjacent ground elevation shall be provided with a tation No.307134-Air Freezing index=5 1 0. 1,walls.The minimum net area of ventilation openings shall not cantilevers constructed in accordance with Table I that the diameter of the resulting hole is no greater than 40 per- I - I openings protected from windbome debris or tthe build- ALLOWABLE . . the building wiring when such wiring is served from a com- Rcsearch I-S - _ . . �-, E IS UNLAW-TUL . window well in accordance with Section R310.2. -_ . be less than I square foot for each 150 square feet(0.67 ml for R502.3.3(l) shall be permitted when supporting a cent of the stud width,the edge of the hole is no closer than 51, , , : . ing shall be designed as a partially enclosed btuilding in STRUCTURAL MEMB DEFLECTION mercial source, or an on-site electrical power system and SECTION R404 . . - - ' ; f New York State. ' LLS each 14 ml) of under-floor space area. One such ventilating light-frame bearing wall and roof only. Floor cantilevers inch(15.9 mm)to the edge of the stud,and the hole is not lo- 'I I " I FI CATE � accordance with the Building Code q Rafters having slopes greater than 3/12 witdhi no R310.1.1 Minimum opening area.All emergency escape when primary power is interrupted, shall receive power FOUNDATION WA supporting an exterior balcony are permitted to be con- cated in the same section as a cut or notch. See Figu P*Cs U6 HOUT CER t , Glazed opening protection for windborne debris shall finished ceiling attached to rafters 1_1180 and rescue openings shall have a minimum net clear open- from a battery.Wiring shall be permanent and without a dis- � asonry foundation walls.Concrete .opening shall be within 3 feet(914 mm)of each comer of said - W . 0 1 meet the requirements of the Large Missile Test of . . ose required for overcurrent R404.1 Concrete and m - building, . structed in accordance with Table R502.3.3(2). R602.6(l)and R602.6(2).For bored holes for electrical wiring, 01 V (" . . ASTM E 1996 and of ASTM E 1886 referenced therein. interior walls and partitions 1-1/180 , ing of 5.7 square feet(0.530 m2). connecting switch other than th and masonry fouindation walls shall be selected and con - - -_ .- - , - " see Table E3702.I. LUPAN.1_1:y . . protection. Smoke alarms shall be pennitted to be battery structed in accordance with the provisions of this section or in R408.2 Openings for under-floor ventilation.The minimum R502.5 Allowable girder spaim;6e allowable spans of gird- . !2 Floors and plastered ceilings U360 Exception:Grade floor openings shall have a minimum operated when installed in buildings without commercial accordance with A,C1 318,NCMA TR68-A or ACI 530/ASCE net area of ventilation openings shall not be less than I square I ers fabricated of dimension lumber shall not exceed the values Exceptions: 0 � Exception:Wood structural panels with a m-linimum All other structural members LJ240 net clear opening of 5 square feet(0.465 M2). power or an on-site electrical power,system or in buildings 51TMS 402 or other approved structural standards. foot(0.67 M2)for each 150 square feet(14 M2)of underfloor set forth in Tables R502.5(1)and R502.5(2). I- A stud may be bored to a diameter not exceeding 60 CD . thickness of 7/,,inch(I 1.I mm)and a maxinnum.span inish FU360 R310.1.2 Minimum opening beight. The minimum net that undergo repair,alteration,change of occupancy,addi- . on walls.Concrete masonry space area.One such ventilating opening shall be within 3 feet . -_ . -_ �, percent of its width,provided that such studs located of 8 feet(2438 mm) shall be permitted foff opening Exterior walls with plaster or stucco f tion or relocation in accordance with Appendix J. R404.1.1 Masonry foundat! (914 mm)of each comer of the building.Ventilation openings R502.7 Lateral restraint at supports. Joists shall I e sup- in exterior walls or bearing partitions are doubled and. .- ; protection in one- and two-story building,rs. Panels I Exterior walls--wind loads-with briale finishes L,1240 ,_ .1 clear opening height shall be 24 inches(610 mm). and clay masormy foundation walls shall be constructed as ported laterally at the ends by full-depth solid blocking not less -- �k 0 1�4 ... 461 Tf� � shall be precut to cover the glazed opening,,s with at- .n net R313.2 Combination smoke and carbon monoxide alarms. set forth in Tables R404.1.1(I),R404.1.1(2),R404.1.1(3) shall be covered for their height and width with any of the fol- than 2 inches(51 mm)nominal in thickness;or by attachment that not more than two successive studs are bored. � 114 * .. - � - P W LExterior walls,-wind loa&with flexible I I R316-1.3 Minimum opening width. The minimur -_ L V) Combination smoke and carbon monoxide alarms are permit- and R404.1.1(4)and shall also comply with the provisions ]owing materials provided that the least dimension of the cov- "may be used when installed ' ' . tachiment hardware provide& Attachmentss shaU be 'pening width shall be 20 inches(508 mm). to a header,band,or rimjoist,or to an adjoining stlid;or shall be 2. Approved stud shoes in I Z T H _J clear 0 ering shall not exceed 1/,inch(6.4 mm): I V � . - . ... . - ted, provided the alarm is listed for such use. Combination. of this section and the applicable provisions of Sections otherwise provided with lateral support to prevent rotation. accordance with the manufacturer's ." Z -_ - provided in accordance with Table R3011-2-1.2 or NOTE:L=span length,H-span height. . 0 . X SECTION R311 1. Perforated sheet metal plates not less than 0.070 inch(1.8 *' ; .0 . . 0 <% 01 shall be designed to resist the components�and clad- a. The wind load shall be permitted to be tAen as 0.7 times the Component and . smoke and carbon monoxide alarms shall have distinctly dif- R606, R607 and R608. In Seismic Design Categories D, - Exception:In Seismic Design Categories D,and D,,lateral recommendation. . 0 0 01-30,17- Z - MEANS OF EGRESS feient alarm signals for smoke or carbon monoxide alarm and D2, concrete niasonry and clay masonry foundation mm)thick. I I UN Rippodrome . ding'loads determined in accordance with tithe provi- Cladding loads for the purpose of the detertnining deflection limits herein . restraint shall also be provided at each intermediate support. R602.6.1 Drilling and notching of top plate.When piping 1`1 1AIC . 1P -0,RD.� Ponat VP 4. . sions of the Building Code fNXewX k Staue. 9, h. For cantilever members,L shall betaken as twice the length of the cantilever. activation. walls shall comply with Section R404.1.4. Rubble stone C%tF. - �" (I .��C,) R31 1.1 General. Stairways, ramps, exterior exit balconies, 2. Expanded sheet metal plates not less than 0.047 inch(1.2 or duccwork is placed in or partly in an exterior wall or inte- -1 I . . - - masonry foundation walls shall be constructed in accor- R502.7.1 Bridging.Joists exceeding a nominal 2 inches by I F 1. -, %3 - � . . . q ro ' 1, - c. For aluminum structural members of panels used in'roofs or walls of sun- - 61 . .V, N ,., -li� I - 1� i - hallways and doors shall comply with this section. R313.4.2 Existing buildings. Carbon monoxide alarms mm)thick. rior load-bearing wall, necessitating cutting, drilling or .,1114 <Y%�_10 _J� . 0 . )I� TABLE R30 2S 1�iol )� room additions or patio covers,not supporting edge of glass or sandwich Rubble stone 12 inches(51 mm by 305 mm)shall be supported laterally 6 10 7 . . WINDBORNE DEBRIS PROTEC,T N F STENIING SCHEDULE I shall be installed in existing buildings undergoing repair,al- dance with Sections R404.1.8 and R606.2.2. 0 A . notching of the top plate by more than 50 percent of its 'r. PK !E .0 Ir 4Z panels,the total lead deflection shall not exceed L/60.For sandwich pawls R311.2 Construction. i 3. Cast-iron grills or grating. by solid blocking,diagonal bridging(wood or metal),or a w 0 10 0 i D usedin roofs or walls of sunroom additions or patio covm.the total loadde- , teration,change of occupancy,addition or relocation as re- masonry walls shaill not be used in Seismic Design Catego- by-3-inch (25.4 mm by 76 mm) strip idth, a galvanized metal tie of not less than 0.054 inches . - - flection shall not exceed U120. I .. . R311.2.1 Attachment. Required exterior exit balconies, quired by Appendix J. ries D, and D2- 4. Extruded load-bearing brick vents. continuous I-inch- thick(1.37mm)(16ga)and 11/2 inches(38mm)wide shall be _� - 0 FASTENEI%SPACPNG . .. . . . . . . -_� .. - . . nailed across the bottom of joists perpendicular to joists at k,0 . . I�.. . I" .0 10 . . I .- . ... I stairs and similar exit facilities shall be positively anchored 5. Hardware cloth of 0,035 inch(0.89 mm)wire orheavier. fastened to each side of the opening with not less than four -t . -P 4 . I too[ SECTION R303 . . � R404.1.2 Concrete foundation wails. Concrete founda- ,�-, � ' v*1!�7 4 4 fi�ot 6 * '.. . [8] SECTION R316 intervals not exceeding 8 feet(2438 mm). .- �A" .IDOT%V� * Panel apan <panel span <panal span I. 16d nails at each side or equivalent. See Figure R602.6.I. : I . FASTENER . LIGHT,VENTILATION AND HEATING to the primary structure to resist both vertical and lateral INSULATION tion walls shall be constructed as set forth in Tables 6. Corrosion-resistant wire mesh,with the least dimension . I , I . P !, TYPE 15 4 kot 15 6 foot - !�a foot I - . forces.Such attachment shall not be accomplished by use of R502.8 Drilling and notching.Structural floor members shall 0 , A t T . I . All habitable rooms shall be toenails or nails subject to withdrawal. R316.1 Insulation. Insulation materials, including facings, R4,04.1.1(1), R404.1,1(2), R404.1.1(3) and R404.1.1(4), being 1/,inch(3.2 mm). Exception: When the entire side of the wall with the t<Ll ... I 1- Al . .I R303J Habitable rooms ' not be cut,bored or notched in excess of the limitations speci- P, . '_ .X . 21/2"#6 16" 12" 91, 8 percent - and shall also comply with the provisions of this section and Exceptions: notch or cut is covered by wood structural panel . 1> 4k. � . . ." V Wood screws i provided with aggregate glazing area of not less than such as vapor retarders or vapor permeable membranes in fied in this section.See Figure R502.8. C%1 � 4- I of the floor area of such rooms. Nattral ventilation shall be R311.2.2 Under stair protection. Enclosed accessible stalled within floor-ceiling assemblies, roof-ceiling assem- the applicable prowisions of Section R402.2.In Seismic De- t I. Where warranted by climatic conditions, ventilation I -_ - . .- '. . sheathing. I 0�- 21/2-#8 r 160 2- through windows,doors,louvers or other approved openings space under stairs shall have walls,under stair surface and blies, wall assemblies, crawl spaces and attics shall have a sign Categories D,, and D,2,concrete foundation walls shall k5O2.9 Fistem-ing.F-loo-r f-r-a-ming shall be nailed in accordance � ' .q , 0 . . 0 ^ Found Wood screws t___� I F, -inch(12.7 comply with Sectiton R404.1.4. openings to the outdoors are not required if ventila- with Table R602.3(i).Where posts and beam or girder construc- R602.7 Headers.For header spans see Tables R502.5(l) and . 1; . . . .. . .- LU die outdoor air.Such openings shall be provided with ready any soffits protected on the enclosed side with 1/2 . flame-spread index not to exceed 25 with an accompanying tion openings to the interior are provided. R502.5(2). . Land * ForSI: I inch=25.4mm,I foot=304.8 mm,I poundl=0.454kg, access or shall otherwise be readily controllable by the building mm)gypsum board. . smoke-developed index not to exceed 450 when tested in ac- tion is used to support floor framing,positive connections shall � - ...� . . L I mile per hour=1.609 krnu�h. . shall . I .. .- - Idth Ofi hallway--ihall be R404.1.3 Design required. A design in accordance with 2. The total area of ventilation openings may be reduced be provided to ensure against uplift and lateral displacement. - -_ ... I..I . . . . pe. . .-. . . . . occupants.The minimum openable area to the outdoors R311.3 Hallways.Tbe minimum�Q cordance with ASTM E 84. accepted engineering practice shall he provided for con- R602.8 Fireblocking required' Fireblocking shall be pro�- I �. I .. . I I a. This table is based on 130 mph wind speeds and a 33-fixot mean roof height- - to 11,500 of the under-floor area where the ground sur- . . . . - .. . be 4 percent of the floor area being ventilated not less than 3 feet(914 nun). . crete or masonry foundation walls when any of the follow- R502.10 Framing of openings. Openings in fl,-,or framing "Vided to cut off all concealed draft openings(both vertical and Cr.- - .. . - -_ ________� - � h Fasteners shall be installed at opposing ends of the wcDod structural panel. Exceptions: . k 0-� , � - - _ .-.-...- -.---- -----.- ___ - .- face is treated with an approved vapor retarder mate- 1, ��1 . . .N .., , � , I �. . - �,� - S, water closet compartments ... __ , .. ' ing conditions exist: rial and the required openings are placed so as to shall be framed with a header and trimmer joist.q. When the horizontal)and to form an effective fire barrier between stories, I . le ,� - CQN!cr, I I C, fq�,,I ! . � c. Where screws are attached to masonry or masonry/smicco,they shall be at R303.3 Bathrooms. Bathroom aled header joist span does not exceed 4 feet(I 219 mm),the header and between a top story and the roof space.Fireblocking s I - " T;,f,- �__ I . S . - R311.4 Doors. I. When such materials are installed in conce provide cross-ventilation of the space. The installa- ha J . � . , � .- .11, I tached utilizing vibmfion-resistant anchors having ea minimum ultimate ..and other sirnilar rooms shall be provided with aggregate glaz tion in the following loc�L, .. , ( I tt�;A 0 11 ''... � 'I ;,� - t - withdrawal capacity of 4%pounds. ing area in windows of not less than 3 square feet(0.279 in'), R311.4.1 Exit door required.Not less than one exit door spaces,the flame-spread and smoke-developed limi- 1. Walls are :subject to hydrostatic pressure from joist may be a single member the same size as the floor joist. be provided in wood-frame construc . � ITS CC i-_ . __ ings,provided that the groundwatem tion of operable louvers shall not be prohibited. NTENTB FORE COD-c" �" , ", ��?-,-., . .. . - e provided for each dwell- rations do not apply to the fac Single trimmerjoists may be used to carry a single header joist tions. . ON - AD , r_v 61' i 111 .� I'( . aterials and c one-half of which must be openable. conforming to this section shall b facing is installed in substantial contact with the unex- . . - - : PA - " ,I I : .,1: R301.4 Dead load.The actual weights of m, . on- . ing unit.The required exit door shall provide for direct ac- . 2. Walls supporting more than 48 inches(I 219 mm)of R4083 Access. Access shall be provided to all under-floor that is located within 3 feet(914 mm)of the trimr=joist bear 1. In concealed spaces of stud walls and partitions,inc - I E 0 -CUPANCY . used for determining dead boad with consid- Exception:The glazed areas shall not be required where ar- ' . unbalanced backfill that do not have permanent lat- spaces.Access openings through the floor shall be a minimum ing.When the header joist span exceeds 4 feet(1219 mmi),the ' _�L I struction shall be d service equiipment. . lation systern are pro- , cess from the habitable portions of the dwelling to the posed surface of the ceiling,floor or wall finish. ' . ing furred spaces and parallel rows of studs or staggered S( , DE US "I � �9_ �6 N ad of fixe I fificial light and a mechanical venti I/ exterior without requiring travel through a garage.Access to 2. Cellulose loose-fill insulation,which is not spray ap- eral support:at the top and bottom. of 18 inches by 24 inches (457 mm by 610 mm). Openings trimmerjoists and the headerjoist shall be doubledand of suffi- cration for the dead lo, vided.The minimum ventilation rates shall be 50 cfin(23.6 habitable levels not having an exit in accordance with this plied, complying with the requirements of Section . . through a perimeter wall shall be 16 inches by 24 inches(407 cient cross section to support the floor joists ffarring into the studs; as follows: SL '.,L ''YS TEM tT-/*r,vS)T R301.5 Live load. The minimum uniformlyt distributed five R404.1.6 Height above finished grade.Concrete and ma- 1.1. Vertically at the ceiling and floor levels. ' ' Us)for intermittent ventilation or 20 cfm(9.4 Us)for con- section shall be by a ramp in accordance with Section � R316.3,shall only be required to meet the smoke-de- � ,, mm by 610 mm).When any portion of the through wall access header.Approved hangers shal I be used for the header joist to 0 feeP TE ,Y'10 OF 1% LEAD. CERTIFIC,ATION OF . load shall be as provided in Table R3011.5. ntilation air from the space shall be 11311.6 or a stairway in accordance with Section R311.5. sonry foundation walls shall extend above the finished is below grade, an areaway of not less than 16 inches by 24 trimmerjoist connections when the headerjoist spm exceeds 6 1.2.Horizontally at intervals not exceeding I I 0 1 "'t I tinuous ventilation. Ve . veloped index of not more than 450. irade adjacent to the foundation at all points a minimum of I inches shall be provided. The bottom of the areaway shall be feet(1829 mm).Tailjoists over 12 feet(3658 mm)long shallbe (3048 mm), NAILING (I , ''INECTIONS . R301.6 Roof load.Roof shall be designed fo)r the live load in- exhausted directly to the outside.This exception shall not be ill insulation.Loose-fill insulation materials 4 inches(102 mm)where masonry veneer is used and a min-- NL . dicated in Table R301.6 or the snow load inidicated in Table below the threshold of the access opening.Through wall access supported at the header by framing anchors or on ledger strips 2. At all interconnections between concealed vertical and L, PLUMBING - ,r'j'i i ED. allowed in owner-occupied,one-family dwellings not sup- R31 1 A.2 Door type and size.The required exit door shall R316.2 Loose-r - I than 3 feet(914 nun)in width that cannot be mounted in the ASTM E 84 apparatus without a imum of 6 inches(152 min)elsewhere. __/ R301.2(l),whichever is greater. plied with electrical power in accordance with Section be a side-hinged door not less I openings shall not be located under a door to the residence.See not less than 2 inches by 2 inches(51 In m by 51 rm). horizontal spaces such as occur at soffits,drop ceiling-s . - , ,� 1. � . . -spread rating not _... i _L I �1_1 -� -.= - 'IS . RE3301.5. and 6 feet 8 inches(2032 mm)in height.Other doors shall ;screen or artificial supports shall have a flanie SECTION R405 Section M 1305.1.4 for access requirements where mechanical '_ ---- __ ----*-'-- ' and cove ceilings. 0 i.,-k-w ! R301.7 Deflection.The allowable deflection of any structural . � .- - _... __- - _.-___ - se minimum dimensions, ��!to_,exceed 25 with an accompanying smoke-developed factor - . FOUNDATION DRAINAGE equipment is located under floors. R502.12 Draftstopping required.When there is usable space &WA I ER Lhic I pen- V not be required to comply with the I . 3. In concealed spaces between stair stringers at the top anid 'STING BEFQ�E COVERING . member under the live load listed in Sections R301.5 and ' R303.4 opening location.Outdoor intake and exhaust o CAN/ 0 both above and below the concealed space of a flomiceiling as- T . , - -not to exceed 450 when tested in accordance with floo -' I . R301.6 shall not exceed the Val cordance with Sections R303.4.1 and R311A.3 Landings at doom There shall be a floor or land I provided around alL concrete or masonry foundations that retain -floor grade shall be " bottom of the run. Enclosed spaces under stairs shOl AL ..4. ' Hasp el ues in Table R301.7. t ings shall be located in ac ing on each side of each exterior door. .. ULC-S 102.2. sonry foundations. Drains shall be R408A Removal of debris. The under sembly,draftstops shall be installed so that the are.of the con- I I I - , - . TABLE R301.6 R303.4.2. . . Exception: Cellulose loose-fill insulation shall not be re- cleaned of all vegetation and organic material.All wood forms cealed space does not exceed 1,000 square feet (92.9 M2). comply with Section R311.2.2. 12. . MINIMUM UNIFORMLY DISTRIBUTED UIVE LOADS . R303A.1 Intake openings. Mechanical and gravity out- Exception:Where a stairway of two or fewer risers is lo- quired to comply with this test method provided that such earth and enclose habitable or usable spaces located below used for placing concrete shall be removed before a building is Draftstopping shall divide the concealed space irto approxi- 4. At openings around vents,pipes,and ducts at cefflilig And �, . (in pounds per Sq are foot) - -�4.. be located a minimum of 10 cated on the exterior side of a door, other than the re- - itisulation complies with the requirements of Section" grade.Drainage tiies,gravel or crushed sione drains,perforated occupied or used for any purpose. All construction materials mately equal areas.Where the assembly is enclosd by a floor floor level, with an approved material to resist the free k,. . door air intake openings shall pipe or other approved systems or materials shall be installed at I shall be removed before a building is occupied or used for any membrane above and a ceiling membrane below daftslopping Architect. i USE LUVE LOAD - quired exit door,a landing is not required for the exterior R316.3. passage of flame and products of combustion. ,P. Co -- feet(3048 min) from any hazardous or noxious contami- . � or below the area to be protected and shall discharge by gravity I purpose. shallbe rovided in floor/ceiling assemblies unde:ihe follow- . ; - . I Ttu-c-sw-ithlimited s ages-h 20 nant,such as vents,chimneys,plumbing vents, streets,al- side of the door. R316.3 Cellulose loose-fill insulation.Cellulose loose-fill in- or mechanical meams into an approved drainage system.Gravel ' p 5. For the fireblocking of chimneys and fireplaces,see Sec- . - . i ing circumstances: i 10 leys, parking lots and loading docks, except as otherwise The floor or landing at the exit door required by Section sulation shall comply with CPSC 16 CFR, Parts 1209 and or crushed stone drains shall extend at least I foot(305 min)be- R408.5 Finished grade.The finished grade of under-floor sur- tion R1001.16. I ... .. . I ....... .. . Attics without storage' _ - - R311.4.1 shall not be more than 1.5 inches(38 mm)lower es (153 mm) face may be located at the bottom of the footings; however, ' ' . �Ll 40 specified in tbis code.Where a source of contaminant is lo 1404.Each package of such insulating material shall be clearly yond the outside edge of the footing and 6 inch where there is'evidence that the groundwater table can ni 1. Ceiling is suspended under the floor framin - 6, Firebloeking of cornices of a two-family dwelling is re- ,53,9415 MA11V ?�'OAZ> . Deckse cated within 10 feet(3049 mm)of an intake opening,such . than the top of the threshold.The floor or landing at exterior labeled in accordance with CPSC 1 16 CFR, Parts 1209 and above the top of the:footing and be covered with an approved fil- within 6 inches(152 mm)of the finished floor at the se to 2. Floor framing is constructed of truss-type men-web or quired at the line of dwelling unit separation. . IExterior balconies 60 . opening shall be located a minimum of 2 feet(6 1 0 m1n)b'-- ' doors other than the exit door required by Section R311.4.1 1404. ter membrane matetrial.The top of open joints of drain tiles shall building perforated members. R602-10 Wall bracing. . - --- -- .. - SO&P_741044) N. Y. /1197/ 40 low the contaminant source. , shall not be required to comply with this requirement but R316.4 Exposed attic insulation.All exposed insulation ma- be protected with sttrips of building paper,and the drainage tiles perimeteror where there is evidence that the surface water does All exterior walls shall be brac�d in ac- . 7 Fire escapes - Exceptions: - __ ___ . - - - . shall have a rise no greater than that permitted in Section rforated pipe s1hall be placed on a minimum of 2 inches(51 not readily drain from the building site, the grade in the un- R502.12.1 Materials.Draftstopping mateiialsshall not be cordance with this section. In addition, interior braced wain Guardrails and handrailgd 200 '' ,� R311.5.3. ____ - . . - terials installed on attic floors shall have a critical radiant flux. orpc der-floor space shaft be as high as the outside finished grade, less than '/,.-inch (12.7 mm) gypsum board, '],-inch (9.5 - lines shall be provided in accordance with Sectiont GO I - 7 G4'-2 0 7,5- fa-w- 'G3t-7af-,-T715 - 1. The glazed areas iteed not be openable where the _ --.--- __ ____- _ . not less than 0.12 watt per square centimeter. mm) of washed grzavel or crushed rock at least one sieve size unless an approved drainage system is provided. mm)wood structural panel S,3/,-inCh(9.5 mm)Type 2-M-W uildings in Seismic Design Categories D 11 ;, ..) Guardrails in-fill com )nentsf -- 50 - opening is not required by Section R310 and an ap- R311.5 Stairways. . __.. -- _. SECTION R31'8 larger than the tile jcoint opening or perforation and covered with .% - -- - . � 1 particleboard or other approved materials adequately sup- and D2,walls shall be constructed in accordance with the addi-. . I Passenger vehicle garaF.es' 502 proved mechanical ventilation system is provided ca-' . not less than 6 inchdes(153 mm)of the same material. : SECTION R502 . . . - � . . .. . . I - R311.5.1 Width.Stairways shall not be less than 36 inches MOISTURE VAPOR RETARDERS I ported.Draftstopping shall be installed parallel to the floor tional.requirements of R602.10.9,RW2.10.11 and R602.1 1. VMERWRITEP�CERTIFICATE . .. points above the permitted Exception; A cdrainage system is not required when the WOOD FLOOR FRAMING framing members unless otherwise approved by the code - I r,n,,,-- Rooms other than slee2ing rooms 40 - For the purpose of this section,the exhaust,from dwelling (914 mm) in clear width at all .- R602-10.1 Braced wall lines.Braced wall lines shall consist %.. 11._ "Ilt-D- -:Z:=./ - handrail height and below the required headroom height. R318.1 Moisture control.In all framed walls,floors and roof/ . foundation is installed on well-drained ground or ' ___ - _ _' ___ __ ____ enforcement official.The integrity of all draftstops shall be . n- I -t � - .1.1 pe, 02.2 Design and construction. Floors shall be designed � of braced wall panel construction methods in accordance 30 I Linit toilet rooms,bathrooms and kitchens shall not be co than 4.5 inches 0 14 mm) ceffings comprisin'-elernen s ofthe building thermal cnvelo sand-gravel miixture soils according to the Unified Soil R5 maintained. 01 ---IN - I 4OF ;.. sidered as hazardous or noxious. Handrails shall not project more rn clear width i a vapor retarder shall be installed on the warm-in-winter side of Classification Siystem,Group I Soils, as detailed in Table and constructed in accordance with the provisions of this chap- with Section R602.10.3.The amount and location of bracing, Projmt"im and bcatim: . t.Stairs R303.4.2 Exhaust openings. Outside exhaust openings on either side of the stairway and the minimu the insulation. . I ter, Figure R502.2 and Sections R319 and R320 or in accor- R502.13 Fireblocking required. Fireblocking shall be pro- ' shall be in accordance with Table R602.10.1 and the amountt . 1 0479 kN/m2,I squnre inch=645 MM2, ,of the stairway at and below the handrail height,including R405.L .dance with AF&PAINDS. ! For SI: I pound per squar!foot=0. , . --- --- - __ vided in wood-frame floor construction and floo.-ceiling as- � of bracing shall be the greater of that required by the Seismic, , shall be located so as not to create a nuisance. Exhaust air I . 1. semblies in accordance with Section R I 'WOOD 9�s( C)E�,h G r;,-. I . I pound=4-45 N. I shall not be directed onto walkways. treads and landings,shall not be less than 31.5 inches(787 Exceptions: SECTION R406 I -___ 602.8. Design Category or the design wind speed.Braced wall pan 2,000-pound load ap- mm)where a handrail is installed on one side and 27 inches ' -IM2.2.1 Decks.Where supported by attachment to an ex- --- . -_ - _____ a. Elevated garage floors shall be capable of supporting sa 1. In construction where moisture or freezing will not FOUNIDATION WATERPROOFING . : els shall begin no more than 12.5 feet(39 10 mm)from eachk � terior wall,decks shall be positively anchored to the primary SECTION R503 ;;. . . ide opening protection.Air exhaust and intake (698 rnm)where handrails are provided on both sides. '.1 end of a braced wall line.Braced wall panels that are counted 340 �OCIJOT AV�, ,' I plied over a 20�squarr-j-nch uc& 4.1 for R303.5 Outsi damage the materials. . AND DAMPPROOFING -.: structure and designed for both vertical and lateral loads as. , FLOOR SHEATHING as partof a bracedwall lineshallbein line,except that offsets; -. � b. Applies to attic spaces meeting the requirements ini Section R802. openings that terminate outdoors shall be protected with Exception:The width of spiral stairways shall be in ac- - I.-spans for Is I conventional ceilingioists and Section R802.10.7 fort trusses.Atticswithout corrosion-resistant screens, louvers or grilles having a mini- 2. Where the framed cavity or space is ventilated.to al R406.1 Concrete�and masonry foundation dampproofing. *'�.' : appUcable.Such attachment shall not be accomplished by R503.1 Lumber sheathing. Maximum allowabl out-of-plane of up to 4 feet(I 219 mm)shall be permitted pro-, - OLJ T H 0�t�), N,Y i . storage am those where the maximumclear height bettweenjoist and rafter is . . cordance with Section R311.5.8. low moisture to escape. I . ..1, . - � . mum opening size of 7,inch(6.4 min)and a maximum openirig . . Except where requAred to be waterproofed by Section R406.2, Ibp use of toenails or nails subject to withdrawal. Where lumber used as floor sheathing shall conform to'fables R503 vided that the total out-to-out offset dimension in any braced! - f � . less than 42 inches,or where there are not two or morre adjacent trusses with ),in any dimension.Openings shall be . R311.5.2 Headroom.The minimum headroom in all parts I 3. In counties identified with footnote a in Table foundation walls tthat retain earth and enclose habitable or us- I I. positive connection to the primary building structure cannot . R503.2.1.I(1)and R503.2.1.1(2). I P&k/ ;*S& ;'-/,/ fC9� � . . the same web conf3guration capable of containing a rccmgle 42 inches high Size Of'/2 inch 0 2.7 mm I airway shall not be less than 6 feet 8 inches(2036 1 - ___ .-.. __ wall line is not more than 8 feet(2438 mm). AD, r, . . . ' 1".For attics protected against local weather conditions.Outdoor air exhaust . N I 10 1.2. .--- - . . - . . able spaces located below grade shall be dampproofed from the be verified during inspection, decks shall be self-support , . I , by 2 feet wide,or great,er,located within the plane�of the W of the s& .- - P3r I . ,load need not be assumed tco act concurrently with. - --- -- --- . SECTION R602 A designed collector shall be provided if the bracing be- 400_1_L_� 1 without storage,this live and intake openings shall meet the provisions for exterior wall R311.5.6 Handraffs.Handrails shall be provided on at least SECTION R319 top of the footing to the finished grade. Masonry walls shall ing.For decks with cantilevered framing members,connec- : any other live load requirements. - have not less than 318 inch(9.5 min)portland cement parging tions to exterior wails or other framing members,shall be WOOD WALL FRAMING gins more than 12 feet(3658 mm)from each end of a braced :.. . . - ____ ,--.-_ . N% . . . __ - . _ - _'. opening protectives in accordance with this code. one side of each continuous run of treads or flight with four. . PROTECTION AGAINST DECAY _/ . c. Individual stair treads shall be designed for the unliformly distributed live applied to the exterior of the wall. 'Me parging shall be ( designed and constructed to resist uplift resulting from the R602.3 Design and construction. Exterior walls of wall line. e!r an area of 4 square R303.6 Stairway illumination.All interior and exterior stair- or more risers. R319.1 Location required.In areas subject to decay damage _'4� . . � load or a 300-pound concentrated load acting ov as established by Table R301.2(l), the following locations dampproofed with a bituminous coating,3 pounds per square full live load specified in Table R301.5 acting on the cantile- wood-frame construction shall be designed and censtructed in R602.10.1.1 Spacing.Spacing of braced wall lines shall 01- I C C*110N DOCUMEIN"r DATE I inches,whichever prodaces the great"Ittelses, ways shall be provided with a means to illuminate the stairs,in- R311.5.6.1 Height. Handrail height, measured verti- es and grade of lum- yard (I.63 kg/M2) of acrylic modified cement, '/,-inch (3.2 vered portion of the deck, accordance with the provisions of this chapter and Figures not exceed 35 feet(10,668 min)on'center in both the Ion- - ,, -_ V_ I d. A single concentrated load applied in any directiont at any point along the cluding the landings and treads. Interior stAirways shall be shall require the use of an approved speci #I REV1SI0\,'5 I cally from the sloped plane adjoining the tread nosing,or mm)coat of surface-bonding mortar complying with ASTM C R602.3(l) and R602.3(2) or in accordance witn AF&PXs ()V�I I A I'), i'l()I�-�I ber,pressure treated in accordance with AWPA C1,C2,C3, gitudinal and transverse directions in each story. � /- NATE _-) top. provided with an artificial light source located in the immediate 887 or any material permitted for waterproofing in Section R502.3 Allowablejoist sparts.Spans for floorjoists shall be in NDS.Components of exterior walls shall be fastened in accor- 3 �� X - , ,T/T2 9,7,36 , walls. . . . : finish surface of ramp slope, shall be not less than 34 3,C24,C28,C3 1,C33,P 1,P2 and accordance with Tables R502-3.I(1) and R502.3.1(2). For-� dance with Table R602.3(l)through R602.3(4).Exterior walls Exception:Spacing of braced wall lines not exceed-, -AE:.-A/ / --- P # - _/. ! e. See Secti.on R502.2.1 fDr decks attached to exterior' panel vicinity of each landing of the stairway.For interior stairs the inches(864 mm)and not more than 38 inches(965 irrim). C4,C9,CI5,CI8,C22,C2 R406.2.Concretewalls shall be dampproofed by applying any J i ... - 0. . - . _ ".4-1,; e except the handrail),balusters and artificial light sources shall be capable of illuminating treads � P3,or decay-resistant heartwood of redwood,black locust,or - other grades and species and for other loading conditions,refer- cove - I - -- I f. Guard in-fill components(all thos ritally'applied normal load of an . shall be cedars. . one of the above listed dampproofing materials or any one of to the AF&PA Span Tables for Joists and Rafters. red with foarn plastic sheathing shall be braced in accor- ing 50 feet shall be permitted where: I�.�'_ _ , ,�W./,;,-, I,,,�.- - I fillers shall be designed to withstand a horizo ings,to levels not less than I foot-candles(I I lux)mea- � R 11 1.5.6.2 Continuity.Handrails for stairways --EE-____;_.,(__. ---",'-f_Iwl_�,_ I notbe assumed to d1and - the waterproofing materials listed in Section R406.2 to the cx- dance with Section R602.10.Structural sheathing shall be fas- 1. The wall bracing provided equals or exceeds; I "I . 50 pounds on an area equal to I square foot.This loadl need ngth of the flight,from a poin . i i�h I . continuous for the full le I 15T_!11__ bHi�Bi!��'� .9--',_ff.`11__1! ,� . ; r . sured at the center of treads and landings. Exterior stairways . I' Wood joists or the bottom of a wood structural floor, , terior of the wall. 'tened directly to structural framing members. : i . I -me,lnt- : . I I_ , - act concurrently with anY other live load requirr directly above the top riser of the flightto a point directly . . the amount of bracing required by Table: -,,,q �,,,,,.! m�e � . !,! Fe9 :Fi!E 11 . eeting the requirements 1 for storage per footnote shall be provided with an artificial lieht source located in the ' when closer than 18 inches(457 mm)or wood gird.ers -size,height, ,_C,;�'I� - � g.Applies to attic spaces not m I - - __ . - - Exception: Pairging of unit masonry walls is not required R602.3.1 Stud size,height and s'pacing.Th, R602.10-1 multiplied by a factor equal to the:. - __.-__ - : b. See Section R802.4.2 for conventional ceiliing joists and Section immediate vicinity of the top landing of the stairway.Exterior I above lowest riser of the flight.Handrail ends shall be re I when closer than 12 inches (305 min) to the exposed . _�tttt.51111'!1112 !,.!e�::5,f�t��;,7__ ! ge and constructed with turned or shall terminate in newel posts or safety termi- where a material is approved for direct application to the . and spacing of studs shall be in accordance with Table braced wall line spacing divided by 35 feet,and - � I R802.10.6 for trusses. For attics with limited storal stairways providing access to a basement from the outside' - I . . trusies,this live load need only be applied to thow portions of the bottom grade level shall be provided with an artificial light source lo- nals. Handrails ad acent to a wall shall have a space of ground in crawl spaces or unexcavated area located R602.3.(5). 2. The length-to-width ratio for the floor/wall dia-, I. ,",�Id,'15ffle!! - T""t) P,Ee�F��_e , .- I chord of not less than two adjacent trusses with the.,same web configuration j within the periphery of the building foundation. masonry. . ___ _ .- - -.9 ___- __ I ,..ii i I I 111;t!�Iffl!) It""I�.It.211E;ff_ - greater by 2 feet(6 1 0 cated in the immediate vicinity of the bottom landing o�'tne not less than 11/2 inch(38 mm)between the wall and the . . 110"I&O TABLE R405.1 phragm does not exceed 3:1. I -'2. rtuuc-.�! - F�'.f,,,,!!�"":� U, pfttu�� containing a rectangle 42 inches(I 067 mm)high Or I. 2. All wood framing members that rest on concrete or ma- � --- . � g4- L��'��OIPEIR-A=v,=�.-,--.�-, . I . greater,located within the plane of the truss.The rectangle . stairway. - handrails. . - P ,,I-r,lf.,L CLASSIFiED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM . ...-... . __ I mm)wide or . StCTION R30S ___- . T�tli shall fitbetween the topof the bottomchord and the bottom of any othertruss . . ...__ ___, sonry exterior foundation walls and are less than 8 inches TABLE R404.1.1(1) - � UNIFIED SOIL VOLUME CHANGE . ,:). lli,jULhi rnember,provide he following criteriia is met: .- - . GLAZING I Exceptions: . PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS 1. FillAt - colitT111J�"Titil 1�ldff . d that each of t -down stairw-ay or framed opening in 17131 PUM8.1 Identification. Except as indicated in Section 1. Handrails shall be permitted to be interrupted (203 mm)from the exposed ground. .. _ _ Sol CLASSIFICATION DRAINAGE FROST HEAVE POTENTIAL .. I . 1.The attic area is accessible by a pull 3. Sills and sleepers on a concrete or masonry slab that is in PLAIN CONCRETE MINIMUM NOMINAL WALL I PLAIN MASONRY'MINIMUM NOMINAL WALL GRO SYSTEM SYMBOL SOIL DE'SCRIPTION CHARACTERISTICSO POTENTIAL EXPANSIONh - BE! cc):VIZ�tffff ""!" C;."�. -_ 1 . accordance with section 807.1;and R308.1.1,each pane of glazing installed in hazardous locations by a newel post at the turn. THICKNESS(Inches) THICKNESS(inches) - ALL COISIRUCT=l =1= ttlt_ff "IL.: . . shall have a bottom chord pitch less thaf�2:12. as defined in Section R308.4 shall be provided with a manufac- . . direct contact with the ground unless separated from MAXIMUM Soil claswe GW Well-graded gravels,gravel sand mixtures, Good Low LOW . - LT�11T�� Or"7 li!co"ifn 07117W - i . 2.'Me truss served by a fixed stair shall be designedi tosupportthe minimum turer's or installer's label,designating tfie type and thickness of 2. The use of a volute,turnout,starting easing or such slab by an impervious moisture barrier. MAXIMUM WALL UNBALANCED little or no fines. �, pLk.�wa:lvl ------..I h, Attic spaces I I starting newel shall be allowed over the lowest HEIGHT BACKFILL HEIGKTc GW,GP,SW GM,GC,SM, SC,MH,ML-CL GW,GP,SW GM,GC,SM, SC,MH,ML-CL and Poorly graded gravel',or gravel sand I H11, .I,lAiP---4,�;-4-4-4,.--�,N,-,L-4,,,��")�-i- l-0h . live load specified for sleeping rooms. .1 . glass and the safety glazing standard with which it con,plies, . tread. 4. The ends of wood girders entering exterior masonry or (Iefft) . __ (feet) and SP SM-SC and ML and inorganic CL and SP SM-SC and ML lnorganlc CL GP '�_ Good Low Low &0M�W"_ahbA_1"_1q0. ,ghts Reserve . , i concrete walls having clearances of less than 0.5 inch I mixtures,little or no rines. -1 . which is visible in the final installation.The label shall be acid -_ d - 04,FLF,- - L-) . 1; . .. -fired,embossed mark,or shall be --- *-SE-MIN R-312 (12.7 mm)on tops,sides and ends. 5 4 6 6 6 6 solid or 8 6 solidd or 8 6 solidd or 8 Well-graded sands,�ravelly sands,little or Ut1r X -IN . . . . etched,sandblasted,ceramic GUARDS 1 5 6 6 6 6 solidd or 8 8 10 - Group I SW no fines. - I Good Low Low - - I - ---- UANT TO CHAPTER 236 � : . of a type which once applied cannot be removed without being -, R312.1 Guards.required.Porches,balconies or raised floor 5. Wood siding,sheathing and wall framing on the exterior 4 6 6 6 6 solidd or 8 6 solidd or 8 6 solidd or 8 , OF THE TOWN CODE . . destroyed. ,. of a building having a clearance of less than 6 inches(152 d Poorly graded sands�.r gravelly sands,little ' I - ---------- --i'll - - --.------ ____ , . I surfaces located more than 30 inches(762 mm)above the floor nun 6 5 6 6 6 6 solid or 8 8 10 SP Good LOW Low ,0�4 - � � v E . -.- . _ . - .. .---. ----__iTABLE R301.2(l) ---. '. or grade below shall have guards not less than 36 inches(914 )from the ground. 6 6 8g 89 8 to 12 or no fimes. -i . 11 - . �. - CUIRIATIC AND GEOGRAPHIC DESIGN CRITERIA - -_ - ______ - ..- 6. Wood structural members supporting moisture-perme- I -silt mixtures. Rey eLA7" . I 1_.� - __ SUJBJECTTO DAMAGE FROM ICE SHIELD mm)in height.Open sides of stairs wiffi a total rise of more than able floors or roofs that are exposed to the weather,such 4 6 6 . 6 6 solid'or 8 8 8 GM_Silty gra els,graveltand Good Medium Low / GROUND WIND SEISMIC WINTER UNDER- � I 30 inches(762 mm)above the floor or grade below shall have as concrete or masonry stabs,unless separated from such 5 6 6 gg 6 solidd or 9 10 10 SM Silty u. nd,sand-silt.riixtures. Good Medium I Low �.,�,�,�, -, 1 2003 SNOWLIOAe SPEEI? DESIGN From Une DESIGN LAYMEHT FLOOD AIR FREEZING # guards not less than 34 inches(964 mm) in height measured I ' 10 solid' . depO DecW TEMFO REQUIREd KAZAADS� INDEX' floors or roofs by an impervious moisture barrier. 6 6 8 8 10 12 GC -Cla gravels,grav�l-sand-clay mixtures. Medium Medium Low . I (mph) CATEGORY2 Weatherinr I Termite I 9 vertically from the nosing of the treads. 7 8 8 1 10 12 10 solidd 12 solid' - . !. I Id - � r2 0 120 A SE-4 R� im_�H 1!5V_)M %(I,11� 1. I 17 . 7. Wood furring strips or other wood framing members at- I . SC Clayey sands,sand-Aav mixture. Medium Medium Low k==____ . i 34 A ; 5 I .. Porches and decks which are enclosed with insect screening tached directly to the interior of exterior masonry walls 1 4 6 6 6 6 solid'or 8 6 solidd or 8 8 0 t Tax ukap no.: El DG.DEPT. , ' -F�t SI: I pound per square foot= .0479 kN/rn2,I mWe per hour=1.609 km/h. shall be provided with guards where the walking surface is lo- 6 6 8 6 solidd or 8 10 I 12 . Inorganic silts and vxy fine sands,rock . 1 _ Jg2__nT6,,,,,r ;ji, OLD I a. �Veatberingm requireabigher trength concrete or,grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column ra or concrete walls below grade except where an approved 5 Group II ML flour,silty or clayey�ine sands or clayey Medium High Low i 15-C.T.M. Ns. ;1 _*�_ ay odigible,""moderate"or"severe)for concre cated more than 30 inches(762 mm)above the floor or g de - va-por retarderis applied between the wall and the furring 8 6 89 8 10 10 12 12 solidd l silts with I I - .-- shall be filled in with the weath ng index(i.e.,"neg, to as determined from the Weathering Probability Map(figure below. ' b 1 12 12 solidd Footnote e slight plast.ity, _ - R301:�Q)J.Ilie grade of m units shall be dettermined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. 1 _. .- . --- ---- strips or framing members. 7 9 10 10 d . . , SECTION R313 8 10 10 12 1 10 solid 12 solid" Footnote e . Ino an clay-of lov to Medium plasticity, phose: b. The jurisdi-c-tibmshall filfigl6e frost line depth colurnin with the minimum depth of footing below finish Vmde. R319.1.1 Ground contact All wood in contact with the I . I " ,C Medium CL gravelly days,sa--d,,clays,silty clays,lean i rn M . . c. I'lie jurisdiction shall fill in this part of the table with"very heavy,""moderate to heavy.""slight to moderate,"or"none to slight"in accordance with Figure . SMOKE ALARMS,AUTOMATIC SPRINKLER to ground and that supports permanent structures intended for 4 , . 6 6 6 6 solid'or 9 6 solidd or 8 8 clays. Mediu ediurn to L,ow . C;-0, I ALARMS . I I R301.2(6)depending on whether there has been a history of local damage. . I . , SYSTEMS AND CARBON MONOXIDE human occupancy shall be approved pressure preservative I r� . 6 B.- 8 8 10 12 � . d.Thejurisdiction shall fill in this partofthe table with'Ynoderate to severe,""slight to nwKlerate:'or"none to slight"in accordance with Fi.gum R301.2(7)depending* [F]R313.1 Smoke alarms.Smoke alarm,%shall be installed in treated wood suitable for ground contact use, except un- 6 8 8 10 10 12 12 solidd CH Inorganic clMs of hi h plasticity,fat clays. Poor Medium Itigh 1�1 - ,,, 1-11"�._, --Is br job No.: -N on whether there has ben a history of local damage. deter- the following locations: I treated wood may be used where entirely below groundwa- 9 7 8 10 10 12 12 solidd Footnote e . Group M Inorganic silts,mica.eous or diatomaceous SCA ,,�- --- 1/,�'- ��, . I , - �. , I.�",11 e. The jurisdiction shall fill in this part of the table with,the wind speed from the � .. -" ,1, , 1,� s � 11"11 ,,,� ` .'e"� '.,� - N, basic wind speed map(Figure R301.2(4)].Wind exposure category shall be . ter I�vel or continuously submerged in fresh water. 8 to 10 12 12 solidd Footnote e Footnote e MH fine sandy or silty soil ,elastic silts. Poor High High / ",I ,�` - " ," . - -, mined on a site-specific basis in accordance with Section R301.2.1.4. . I. in each sleeping room. ... - . - - - . - .- . ,'�, ,�', , ,rl,".��,,�_,,,�,1, ,_, 4�� . inter Design Dry-BulbTemperature" determined from Table N1 101.2., -_ I—- - 9 1 10 1 12 Footnote f Footnote e Footnote e I Footnote e Organi i,.q,,'- " \u ,, C,/N ' \A 'f. Thejurisdiction shall fill in this part of the table with dbe'W 2. outside each separate sleeping area in the immediate vi- R319.13 Posts,poles and columns.Posts,poles and col- I OL c silts and organic silty clays of low Poor Medium Medium 1/1 i 11/ �1* -, I �."�",I%,� daiv. . mined from Section R301.2.2.1. plasticity. ! I ,1-( �-, ("I .,.,, '_1 : - :g. The jurisdiction shall fill in this pan of the table with the Seismic Design Category deter 1. cinity of the bedrooms. umns supporting permanent structures that are embedded in . ForSl: I inch=25.4 torn,I foot-304.8 mm,I poundpersquarc inch=6.895 Pa. I i , , � . � � A/ G. /4�6/0 5 - � , I . . ;h.Thejurisdiction shall fill in this pan of the table with(a)the date of thejurisdiction's entry into the National Flood Insurance Program(date ofadoption of the first 1, ) , ; code or ordinance for management of flood hazardl areas),(b)the date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the com- itional story of the dwelling,including base- concrete in direct contact with the ground or embedded in a. Mortar shall be Type M or S and masomy shall be laid in running bond.Ungrouted hollow masonry units are permitted except where otherwise indicated. Group IV Organic clays of medium to high plasticity, . I r. ". 'i I I 3. On each add orRanic silts, Medium Ifigh ,�i� :1 � I , �I I � . . munity,as may be amended. spaces and uninhabitable concrete exposed to the weather shall be approved pressure b. Soil classes are iin accordance with the Unified Soil Classification System.Refer to Table R405.1. I OH - Unsatisfactory I - / �\� "t i, I &Swiog no-- * I : � ments but not including crawl , - . I and preservatively treated wood suitable for ground contact use. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced �_ � It, /: n anuary is 25'F ing units with split levels crete slah 11�1,�/�, . � . �i. In accordance with Sections R905.2.7.1,R905.4.3,R905.5.3,R905.6.3.R905.7.3 and R905.8.3,for areas where the average daily temperature i I attics.In dwellings or dwell backfill height shall be measured from the exterior finish ground level to the top of the interior conf L.. I Pt Peat and other highly organic soils. i Unsatisfactory I Medium High - 1, 7 . 0 - " ""� - . . . I I ,, . .; (4*C)orless,or where there has been a history of local damage from the effects of ice damming,thejurisdiction shall fill in this pan of the table with"YF-S."Oth- . without an intervening door between the adjacent levels, R319.1A Wood columns.Wood columns shall be approved d. Solid grouted ho)1low units or solid masonry units. ." � �"" ��, " , A"tl tm . For Sl: I inch=25.4 mm. 11 d � 1-1-, -J,-, , . . ; erwise,the jurisdiction shall fill in this pan of the tainle with"NO." . installed on the upper level shall suffice wood of natural decay resistance or approved pressure e. Wall constructiom shall be in accordance with Table R404.1.1(2)or a desip shall be provided. I 1 4�� ., ; - ,--'�3� ,,, a 4�...14_14_�uF-da-ys)froinTable R403.30). a smoke alarm a. 71ti percolation rate for good drainage is over 4 inches pe,hour,medium drainage is 2 inches to 4 inches per hour,and poor is less than 2 inches per hour. 11 I - � � li� k, ;,.,�� I .1 11-11_1 I- I I � -11 [ill I I I I I I ties ::: h n lSd � . ",,��""..,.Zf � �ALS"�,_/,/_3 Ill I I *,Ij:-T- he juri�sdictior sti�l fin in this pan of the tabie'wift the 100-year return ptriod nir - .preserv�tivcly treated wood. -ed. ,_ - " . . . ,1� .. for the adjacent lower level provided that the lower level f. A design is requb . b. Soils-with a low potential expansion typically have a plasticity index(PI)of 0 to 15,soils with a medium potential expansion have a P1 of 10 to 35 and soils witth a - , W �5 - I determining dw diesign snow loads for roofs am given in Figure R301.2(5)for sites at-elevations up to 1000feet.Sitesateleva- I g.Thickness may be 6 inches,provided minimum specified compressive strength of concrete,f',is 4,000 psi. i k. The-trm, nd snow loads tobe used in . ,.. . . is less than one full story below the upper level. . . I � . high potential expansion have a P1 greater than 20. . i a : tions AV 1000 feet shall have their ground snow load increased Qom dw mapped iplue by 2 psf for every 100 feet above 1000 feet. . . . %N 111. ___ --- ------_Of i I . . . . r --- -_ -./ L . I ,.,w . __� I . I: I . . . � . � I -- - I I I 1 • . 1 l 2. The General Contractor shall have sole res o 32. The cutting of joists to facilitate the installation of pipes R905.2.7 Underla m pp � TABLE R602.3(1) R802.1.Design and construction.Roof-ceilings shall be de- N1102,2.7 Slab-on-grade floors. Slab-on- rade floors p nsibility y cuts Gcation.Forroofslopes from WAl�NING: FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Energy Efficiency-design and construction shall comply g g for rovidin all site and safe r ( g, will top be ermined with the sts may limitations: signed and constructed in accordance with the provisions of 'with a floor surfiace less than 12 inches (305 mm) below P g ty p ote:etion fencin Y P g ; two units vertical in 12 units horizontal(17-percent slope;), It is ii violation of the law for aio 0 with Chapter I 1 see U.S.Department of Energy(DOE), barriers etc. duain construction in accordance with all The top and bottom edges of joists maybe notched not i up to four units vertical in 12 units horizontal(33- rcent y 1 n' NUMBER AND TYPE ttis chapter and Figures R606.10(1), R606.10(2) and de shall be insulated in accordance with Table ) g I DESCRIPTION OF BUil-DINIG ELEMENTS OF FASTENER'•°" SPACING OF FASTENERS . 12606.10(3)or in accordance with AFPA/NDS and ASCE 7. including New York version 4.0.1. � a licable codes and ordinances OSHA etc. to exceed 2 except that the notching of top and bottom + slope),underlayment shall be two layers applied in the fol- ��s a+cting under the direct supervisiorn N1102.10). The, insulation shall extend downward from PP ( )to I of a licensed architect, to aher an item 3-Sd - Com onents of roof-ceilin s shall be fastened in accordance - �- - --- ---- --- ---- � rovide for the safe of the ublic and the rotection of edge of joist in the middle third of the span will not be lowing manner, Apply a 19-inch (483 mm) strip of Y : Joist to sill or irder,toe nail P g N1102.2 Specific insulation requirements. the top of the slab on the.outside or inside of the foundation P ty P P ermitted. htotchin of T]I s to be er manufacturer s underla ment felt arallel with and startin at in an wa bearing the seal of an ar ldtectt 2-8d - wit.h Table R602.3M. �wall. Insulation Iiocated below grade shall be extended the the site and building. P g P Y P g theeaves,fas- y y $ l 1"x 6"subfloor or less to each joist,face nail 2 sta les,1'/" - N1102.2.1 Ceilings with attic spaces. When Section 1 instructions. i tened sufficiently to hold in place.Starting at the eave,apply If an alteration is made the alterin P R802,3 Framing details. Rafters shalt be framed to ridge N1 t02.1 would require R-38 in the ceiling,R-30 shall be distance provided in Table N1102.1(1)by any combination 13. The General Contractor shall notify the Architect if any g J ,. t3 - board or to ear-h other with a errs late b a tie.Ridge board of vertical insulattion,insulation extending under the slab or discrepancy occurs between actual field conditions and 33. If Cuttin of a floor joist more than 2' is found to be 1 36 inch-wide(914 mm)sheets of underlayment, overlap- architect shall affix to his item the seal 2"subfloor to joist or er,blind and face naiil 2-I6d P deemed to satisfy the requirernentfor R-38 wherever the full- necessary,a header the full depth of the joist shall be ping successive sheets l 9 inches (483 mm), and fastened shall be at least 1-inch(25.4 mm)nominal thickness and not insulation extendling out from the building. Insulation ex- drawings. The General Contractor shall verify all and the notation"Altered by:" followed by 16d t6 o.c. . height of uncompressed R-30 insulation extends over the cut in to su rt the end of the joists. sufficiently to hold in place. For roof slopes of four units ` Sole late to joist or blocldn ,face nail less in depth than the cut end of the rafter At all valleys and hips tending away frotm the building shall be protected by pave- dimensions and conditions in the field prior to ° J his si lure,the date o£such alteration, wall top plate at the eaves.Similarly,R-38 shall be deemed meat orb a minimum of]0 inches{254 mm)of soil.The construction. 34. Where pipes must pass through joists,holes shall be vertical in 12 units horizontal(33-percent slope)or greater # To or sole late to stud,end nail 2-16d -- there shall be a valley or hip rafter not less than 2-inch(51 mm) to satisfy the requirement for R-49 wherever the full height y 'underla ment shall be one la e - nominal thickness and not less in depth rban the cut end of the - -- _ top edge of the insulation installed between the exterior wall 14. Do not scale drawings. Written dimensions confirmed drilled to receive the pipes. The diameter of such holes t i Y y r applied in the followingd�t specific description of the alteration. Stud to sole late,toe:nail 3-8d or 2-16d ' p g p by field conditions take recedence. If discrc ant ' " ; marmer. Underla ment shall be a bed shin Ie " rafter.Hip and valley rafters shall be supported at the ridge by a of uncompressed R-38 insulation extends over the wall to and the ed a of[the interior slab shall be ermitted to be cut P P y shall not be more than/� greater than the outside ; par alter to and starting from the eave and lapped 2 inches�(51 - _ • Double studs,face ntul 10d 24 o.c. brace to a bearing partition or be designed to carry and distrib- plate at the eaves. at a 45-degree angle(0.79 rad)away from the exterior wall. arises based on field conditions consult with the diameter of the pipe. All drilling of holes should be _ - - -- IOd 24"o.c. ute the specific load at that point.Where the roof pitch is less Slab-edge insulattion is not required in jurisdictions desig- Architect before proceeding with work ar ordering throw the neutral axis or centerline of beam wherever r R30L2.1,2 Internal pressure.Windows in buildings lo- gh mm),fastened sufficiently to hold in place.End laps shall be :. cated in windborne debris regions shall have glazed • Doublet later,far-e nail N1102.2.2 Ceilings without attic spaces. Where Section than three units vertical in 12 units horizontal (25-percent i crated by'the codes official as having a very heavy termite in- materials. possible. offset by 6 feet(1829 mm}. Sole late to joist or blocknn at braced wall Panels 3-16d 16"o.c. N1102.1 would require insulation levels above R-30 and the festation: -- - --- 35. Any structural steel shall be ASTM A-36 in accordance openings protected from windbome debris or the build- ' slope), structural members that support rafters and ceiling g g y - ---- - y �' P P P g g P Y g . � Double top plates,minimum 24-inch offset off end joints,face nail in 8-I� - joists,such as ridge beams,hips and valleys,shall be designed � desi n of the roof/ceilin assembl does not allow sufficient 15. An item of work nece4ss for ro er corn ]etion of r in shall be desi red as a artiali enclosed buildin m. N1103.3 Mechanical s stem i in insulation.Mechanical with all AISC specifications(design,fabrication and R90S,2.7.1 Ice rotection. In areas where the avers e� S f space for the required insulation,the minimum required in- Y P P g ° construction,which is not specifically covered on the P g accordance with the Buildin Code o New York State. la ed area as b.ems. _ .- __ _ - I sulation for such roof/ceiling assemblies shall be R-30.This system piping capaable of carrying fluids above I05 F(41'C)or drawings or in the specifications,shall be considered an erection). daily temperature in January is 25°F(-4°C) or less or Glazed opening protection for windbome debris shall Blockin between'oiists or rafters to to late;,toe nail 3-8d Rg02,3.1 Ceiling joist and,rafter connections. Ceiling i reduction of insulation from the requirements of Section below 55°F(13°C')shall be insulated to a minimum of R-2. implied condition of the work and shall be performed in 36. All pipe and tally columns shall be securely bolted, when Table R301.2{1)criteria so designates,an ice bar- meet the requirements of the Large Missile Test of 8d 6"o.c. oists and rafters shall be nailed to each other in accordance N 1102.1 shall be limited to 500 s uare feet of ceilin area. leveled with steel shims and packed tight with non- rier that consists of a least two la err of underla ment ee- ATM E 1996 and of ASTM E 1886 referenced therein. Rim joist to to late,toe nail j - -- _ Q g Exception: Hteating piping located entirely within the a manner deemed good practice of the trade involved. Y Y nd' bons [Face nail 2_lOd - with Tables R602.3(1)and R802.5.1(9),and the assembly shrink grout mented together or of aself-adhering polymer modified To laces,la at ccrners a intersec shall be nailed to the top wall plate in accordance with Table N1102.2.8 Crawl space walls.As an alternative to insular- building therms envelope. 16. The General Contractor shall be responsible for any and 37. Provide new wood headers minimum(2)2"x 8"at bitumen sheet, shall be used in lieu of normal Exception:Wood structural panels with a minimum I " 16d 16"o.c,along each ed a oists shall be continuous or securer ing floors over crawl spaces,crawl space walls shall be per- NJ 103.4 Circulatting hot water systems.All circulating ser- all demolition,excavation,carting,refuse and legal interior walls non-bearin and 2)2"x l 0"at 2 x 4 underla ment and extend from the eave s ed a to a o' ( 1 mm)and a maximum s an Built-u header,two ieces with / s acer R602.3(1}. Ceiling J Y ( g) ( ( Y thickness of/,6inch 11. the meet over interior artitions and nailed to mitted to be insulated when the crawl space is not vented to vice hot water pipiing shall be insulated to at least R-2.Circulat- removal of all debris from the site. framed exterior and interior walls with solid be g p rut of 8 feet 24 P Continued header,two ieces 16d t6 o.c.aloe each ed a joined where y P the outside. Crawls ace wall insulation shall be perma- in hot water s seems shall include an automatic or readil 17. The Architect shall not be responsible for the ) acing at least 24 inches(610 mm)inside the exterior wall line ( 38 e- a shall - permitted for opening 3-Sd adjacent rafters to provide a continuous tie across the build- P g Y Y stud supports at all new windows,doors and openings of the building. protection in one- and two-story buildings. Panels Ceilin joists to ]ate,,toe nail - ing when such joists are parallel to the rafters. nently fastened to the wall and extend downward from the accessible manual[switch that can turn off the hot water circu- performance of the work of the General Contractor, as may be required by existing conditions and new shall be precut to cover the glazed openings with at- 4-8d - floor to the finished grade level and then vertically and/or lating pump when[the system is not in use. Owner or any other subcontractor or material supplier construction unless otherwise shown or noted. Exception: Detached accessory structures that core- tachment hardware provided. Attachments shall be Continuous header uI stud,toe nail Where ceiling joists are not parallel to rafters,subflooring horizontally for at least an additional 24 inches(610 rum). N1103.5 Mechanical ventilation.Outdoor air intakes and ex- nor shall he guarantee their performance. Contractor to verify all framed openings,headers and tain no conditioned floor area. provided in accordance with Table R301.2.1.2 or Ceilin joist,la s over artitions,face nail 3-10d - or metal straps attached to the ends of the rafters shall be in- Exposed earth in unvented crawl space foundations shall be _._ hausts shall have aiutomatic or gravity dampers that close when 18. The Architect shall not be responsible for any changes r i in joist to arallei rafters,face nail 3-10d -- stalled in a manner to provide a continuous tie across the covered with a continuous vapor retarder.All joints of the the ventilation sysitem is not operating. to this project made by Owner,General Contractor or other framing members sizes,before ordering any shall be designed to resist the components and clad- . Cel 2 led - building,•or rafters shall be tied to 1-inch by 4-inch (25.4 vapor retarder shall overlap by 6 inches (153 mm) and be any subcontractor of material supplier unless properly windows or doors. R905.2.7,2 Underlayment and high wind. ding loads determined in accordance with the provi- 1 Rafter to late,toe nail . . . . _ . _ _ - mm by 102 mm) (nominal} minimum-size crossties. The sealed or taped.The edges of the vapor retarder shall extend TABLE N1103.7 authorized,in writing by the Architect. 38. All plywood sheathing shall be exterior grade C-D Underlayment applied in areas subject to high winds stony of the Building Code of New York Stare. . 2-8d '-- connections shin be in accordance with Table R602.3{1)or at least 6 inches(153 mm)up the stem wall and shall be at- OPTIONAL(iNECHANICAL EQUIPMENT EFFICIENCY 19. The Architect shall not have control over or charge of exterior,type I exposure. APA structural(grade [greater than 110 mph(177km/h)per Figure R301.2(4)l TABLE R301.2.1.2 - ' s I"brace to each stud and plate,face nail 2 staples,I%" -- REQUIREMENTS stamped)unless otherwise indicated. shall be applied with corrosion-resistant fasteners in ac- WINDSORNE pEt3RIS PROTECTION FASTENING SCHED1lL�.• .connections of equivalent capacities shall be provided. [ached to the stem wall. and shall not be responsible for construction means, FOR WOOD STRUCTURAL PANELS"°° 2-8d - Where ceiling joists or rafter ties are not provided at the top N1102A Air leakage. methods,techniques,sequences or procedures or for , 39. Joist hangers,hold down clips.Etc.shall be Simpson cordance with manufacturer s installation instructionx. I"x 6"sheathing to each bearing,face nail 2 staples,1'!." - plate, the ridge formed by these rafters shall also be sup- Heating system type Etticiency unka I Strong-Tie Co.Inc.or approved equal secured with Fasteners are to be applied along the overlap not farther FASTENER SPACING N1102.4.1 Building thermal envelope.The building ther- safety precautions and programs in connection with the 2 T ported by a girder designed in accordance with accepted en- mal envelope shall be durably sealed to limit infiltratjon. Gas furnace 90% AFLTE proper nails,etc.as per manufacturer's specifications `apart than 36 inches(414 mm)on center. .foot a i�x,i work since these are solely the General Contractors FASTENER Panel span <panel span <panel span E 1"x 8"sheathin to each bearin ,face nail r - gincering practice. i for all flush structural connections. All exterior TYPE s 4 toot s a toot s a toot g 8 3 staples,[/, The sealing methods between dissimilar materials shall al- Oil furnace' 82% AFUE responsibility under the General Contractor s 3-8d - Rafter ties shall be spaced not more than 4 feet(1219 rniti) low for differential expansion and contraction.The follow- construction contract. connectors,fasteners,etc.shall be hot dipped �R905.2.1 Sheathing requirements.Asphalt shingles shall "x "sheathin to each bearin face nail " - ing shall be caulked,gasketed,weatherstri d or otherwise Gas boilerb 82% galvanized or stainless steel. Provide welded steel be fastened to solidly sheathed decks. Woos 16" 12" 9" ppe AFiTE 20. The Architect shall not be responsible for the General _ Wood screws f Wider than 1 8 g g. 4 staples,l/� on center. sealed with an air barrier material,suitable film or solid ma- Oil boilere 82°k AFV> Contractor's schedules or failure to carry out the work connections for ail framing hangers,etc.at steel beams, R905.2.2 Slope.Asphalt shingles shall only be used on roof 2'/"#g [ Built-u comer studs 10d 24"o.c. R802.3.2 Ceiling joists lapped.Ends of ceiling joists shall terial. in accordance with the contract documents. The columns,etc. . slopes of two units vertical in 12 units horizontal(2:12)or Wood screws 16" 16" 12" Nail each layer as follows:32"o.c.at be lapped a minimum of 3 inches(76 mm)or butted over Heat pump 8.5 HSPF � ,40. All structural wood joists,rafters headers and irder, 1. All joints,seams and enetrations. Architect shall not have control over or char a of acts J g - greater. For roof slopes from two units vertical in 12 units g horizontal For S[: t inch�25.4 mm,1 foot=304.8 mm,1 pound=0.454 kg, Built-u tilers and beams,2-inch lumber layers 10d top and bottom and staggered.Two bearing partitions or beams and toenailed to the bearing J P of omission of the General Contractor subcontractors ' unless otherwise noted,shall be minimum Douglas Fir- (2:12)up to four units vertical in 12 units hori- _ Pg nails at ends and at each s 1tce. member.When ceiling joists are used to provide resistance 2. Site-built windows,doors and Skylights. a. Air handler for oil[furnace shall have EUR S7 for inputs over 94,tX)0 zontai 4:I2),double underla men[a lication is re wired 1[rule per r Stu/hour,and 6[JR:<_6 for inputs not exceeding 94,000 Btu hour. or their agents or employees,or of any other persons 1-arch No.2 or better,base design minimum Fb 1050 ( Y Pp Q a. Thistabte isbasedon 130mphwindspeeds anda33-footmeaaroofhcight. to rafter thrust, lapped joists shall be nailed together in ac- 3 Openings between window and door assemblies and b. All boilers shall bee provided with a modulating aquastat or an alternative performing portions of the work. psi and all wood studs shall be min.Hew-Fir No.2 or in accordance with Section R905.2.7, b. Fasteners shall be installed at opposing ends of the wood structural panel 2" larks 2-16d At each bearin cordance with Table R602.3(1) and butted joists shall be their res ective ambs and framin 1 p J g• control sequence wihich modulates boiler water temperature in response to 21. The entire work shall be accurately framed,plumb, better with base design Fb 850 psi: Fv�75 psi:Fc R905.2.3 Underlayment.Unless otherwise noted,required c. where screws are attached co masonry or masonry/stucco,they shall be ai- r Roof rafters to ridge:,valley or hip rafters: _--_ tied together in a manner to resist such thrust. outdoor temperaturre or demand.Alternative control sequences shall be ap- e - 1,250 si: E= 1,300 0 4. Utility penetrations. 00 si s tans for an lathed utilizing vibration-resistant anchors having a minimum ultimate 4 16d _ proved. level and true well spiked and nailed and anchored (p `" p p ( �p Y underlayment shall conform with ASTM D 226 T I or I facennail 3-16d R802.4 Allowable ceiling joist spans.Spans for ceiling joists 5. Dropped ceilings or chases adjacent to the thermal en- together to form a rigid structure and to insure even additional notes and requirements). ASTM D 4869,Type I. withdrawal capacity of 490 pounds. _ 3-8d - , shall be in accordance with Tables R802.4(1)and R802.4(2). velope. � N1103.6 Equiprment sizing. Heating and cooling equipment settlement and shrinkage throughout 141. Double framing around all openings unless otherwise Rafter ties to raft_ers,-face _ _ _ -_ - - -- - _--- -_- -. noted. •Self-adhering polymer modified bitumen sheet shall ' SPACING of FASTENFUis For other grades and species and for other loading conditions, - 6. Knee walls. shall be sized in accordance with Section M 1401.3 of this code. 22. Al)materials shall be installed iva strict conformance corn 1 with ASTM D 1970. 42. All wood beams bearin on steel shall have a minimum P Y •� DEst:RtPTtoN of BUILDING - refer to the AF&PA Span Tables for Joists and Rafters. with al!manufacturer's specifications and/or g 7. Walls and ceilings separating a garage from condi- N1103.7 Mechamical equipment efficiency. The building bearin of 2". MATERIALS DESCRIPTION OF FASTENER°C°' Edges pncttes)' intermediate supports`■(Inches) instructions. g s R905,2.4 Asphalt shingles. Asphalt shingles shall haute I sheathin tohami and aeticteboard welt sheathing to framing RS02.4.1 Attics without storage. In conventional rafter tioned spaces. thermal envelope shall be permitted to meet the requirements 43. All lumber shall be o 1 seasoned and shall be new ! Wood structural panNs,subffloor,root and war g ng> p of Table N 1102.11{2) where the buildin mechanical s stem 23. Resecure and properly support all existing framing and Pr P�Y self-sea]strips or be interlocking,and comply with ASTtwI . construction,the unsupported span of ceiling joists shall not 8, Behind tubs and showers on exterior walls. g Y all other construction that may be affected by new unless otherwise approved by the Architect. All lumber D 225 or D 3462. 6d comirrion nail(subfloor,wall) 6 t2t exceed the values set forth in Table R802.40) in attics conforms with tthee requirements of Table N1103.7. shall be free from knots shakes rot and fun us and of s/16"-1/2" 8d coi umon nail(roof)[ which do not have a clear height of 42 inches(1067 mm)or 9• Common walls between dwelling units. - -.- __- ___ construction. g 6 12� more between joist and rafter,provided the design live load 10. Other sources of infiltration. 24. Damaged,rotten of otherwise unsound existing framing other defects beyond what is permitted by grading - R905.2.5 Fasteners.Fasteners for asphalt shingles shall bye 19f32"-I" 8d comunon nail -` General Mechtanical System Requirements-shall to be replaced. General Contractor to consult with the rules• galvanized steel, stainless steel,aluminum or copper rooff- "- r " does not exceed 10 psf(479 Pa)and the design dead load ing nails,minimum 12 gage[0.105 inch(2.67 mm))shanik 44. All new roof joists,headers,trimmers,floor joists and 1 / 1 /4 lOd comlmon nail or 8d deformed nail 6 12 does not exceed 5 psf(239Pa). N1102.4.2 Fenestration air leakage.Windows, skylights comply with Chapter 12 and 13. Architect prior to removal or replacement of any with a minimum 3/s-inch(9.5 mm)diameter head,ASTM)F ,, and sliding-glass doors shall have an air infiltration rate of - Heating and Cooling Equipment-shall comply with existin framin for written a roval. other horizontal members sball be set with the crown • other wan shea+dting g g PP 1667,of a length to penetrate through the roofing materially R802.4.2 Attics with storage. In conventional rafter con- no more than 0.3 cfm/ft'(1.5 Us/m'), and swinging doors Chapter 14. Sizimg of equipment shall comply with M 1401.3 25. Provide and install all fire stopping,cats,blocking,etc. edge upward. sou a aaaiaiia;um of 31 inch(19.1 ilitn}into e roof sheathi- '' 1/2"regular cellulosiic fiberboard I'/2"galvanized roofing nail 6d common nail staple 3 6 struction,the unsupported span of ceiling joists shall not ex- no more than 0.5 cfm/fC(2.6 Us/m2),when tested according and ACCA (Air Conditioning Contractors of America)Manual at exterior walls and bearing walls as required by code ing.Where the roof sheathing is less than 314 inch(19.1 min) sheathing 16 ga., 1112lon teed the values set forth in Table R802.4(2)in attics which to NFRC 400, 101/I.S.2,or AAMA/NAFS 101/I.S.2 by an J-87-Residentiall Load Calculations. and/or job conditions and in accordance with standard thick, the fasteners shall penetrate through the sheathing. /� �+ 1/2'structural cellulosic fiberboard 11/2"galvanized roofing nail Sd common nail staple 3 6 are not served by a fixed stair, have a clear height of 42 accredited, independent laboratory. and listed and labeled Exhaust Systems-shall comply with Chapter 15 and the acceptable practice. Ira ..Ha tJ el Fasteners shall comply with ASTM F 1667. 11/ ton inches(1067 mm)or more between joist and rafter,and have by the manufacturer. sheathin 16 ga., g following: 26. The Contractor shall keep the construction area free a design live load not exceeding 20 psf(958 Pa)and a design from debris and rubbish throughout construction. At R905.2.6 Attachment.Asphalt shingles shall have the min- ss/32"rtructural cellulosic 13/4"gailvanized roofing nail 8d common nail staple 3 6 dead load not exceeding a psf(479 Pa).The maximum al- Exception: Site-built windows,skylights and doors. Clothes Dryers-Sec.M 1501 imum number of fasteners required by the manufacturer. Arch to ^t' fiberboard sheathing 16 ga., 13/4 long the completion of the project,Contractor shall remove (� towable span of joists that support attic spaces that are ac- Ran a Hoods -Sec-M1502 all debris,waste material and tools from the site,and For normal application,asphalt shingles shall be secured tIo r " 11/2"galvanized roofing nail;6d common nail;staple 4 8 cessed by means of a f xed stair shall be determined in N1102.43 Recessed lighting. Recessed luminaires in- g the roof with not less than four fasteners per strip shingle ar /2 gypsum sheathing galvanized 11/ long;l'!4 screws,Type W or S accordance with Table R502.3.1(1)for residential sleeping stalled in the building thermal envelope shall be sealed to Microwave Owens Sec.M 1503 leave the completed project in"broom clean"condition. two fasteners per individual shingle. Where the roof slope ■-■ limit air leakage between conditioned and unconditioned Overhead Exhaust Hood-Sec.M 1504 27. The Architect has not been retained for any exceeds 20 units vertical in 12 units horizontal(20:12),spe- s " 13/4"galvanized roofing nail;8d common Wait;staple 4 8 areas. I spaces by being: Mechanical Vientilation-Sec.M1506-comply with construction administration services,including but not cial methods of fastening are required. For roofs located c'S99�S �A/N /e0!g� /s gYPsum sheathing galvarihzed, 15/$"long;I S/a"screws,Type W or S ----_- . _ R802.5 Allowable rafter spans.Spans for rafters shall be in Limited to site visits. where the basic wind speed per Figure R301.2(4) is 110 wood astructurat panda,combination subfloor underlayment to rramtng accordance with Tables R802.5.1(1)through R802.5.1(8).For 1. IC-rated and labeled with enclosures that are sealed or Table M1506.3 c�i� Qasketed to prevent air leakage to the ceiling cavity or un- Duct Systems -shall comply with Chapter 16. 28. The Architect is not responsible for the legalization of mph(177 km/h)or greater,special methods of fastening are C• LJ r/�OL�, ' Y r�9 7/ 3/4"and less 6d deformed nail or 8d common nail 6 12 other grades and species and for other loading conditions,refer b any structures on the subject property. required.Special fastening methods shalt be tested in accor- to the AF&PA Span Tables for Joists and Rafters and applica- conditioned space;or Combustion Akir-shall comply with Chapter 17. �/8".l" 8d comlmon nail or 8d deformed nail 6 12 29. No changes to these drawings nor to any work on this dance with ASTM D 3161,modified to use a wind speed of /� a ble provisions of ASCE 7.The span of each rafter shall be mea- 2. IC-rated and labeled as meeting ASTM E 283 when Chimneys andl Vents-shall comply with Chapter 18. project may be made without the written approval of )1/"_I1!" IOd common nail or 8d deformed nail 6 12 cured along the horizontal projection of the rafter. tested at 1.57 psi (75 Pa) pressure differential with no Boilers & Walter Heaters-shall tom 1 with�ha ter 20. the Architect. i 10 mph(1771crri/1i}. _tOV�- 7 fi 5' 2 d�Jr�,r . l'7 �/$ s a _ more than 2.0 cfm(0.944 Us)of air movement from the P Y P For SI: 1 inch=25.4 mill,1 foot=31)4.8 mm,1 unite per hour=1.609 lcrtr/h. SI=CTiON RSQ$ conditioned space to the ceiling cavity;or Hydronie Pipiing-shall comply with Chapter 21. 30. All new window and door openings over 5'-0"shall Shingles classified using ASTM D 3161 are aceeptabtte a. All nails am smooth-common,boxordeformedsltanksexceptwhereotherwisestated.Nailsusedforframingandsheathingconnectionsshallhaveminimumaver- ROOF SHEATHING 13. Located inside an airti ht sealed box with clearances of Fuel Gas-sha)Il comply with Chapter 24. have studs tripled a jambs. The inner two studs shall for use in wind zones less than to mph.Shingles cl of I Itd - age bending yield strengths as shown:80 ksi(551 lVll's}for shank diameter of 0.192 inch(20d common nail),90 ksi(620 tv1Pa)for shank diameters larger titan g be cut to receive the lintel or header over the opening using ASTM D 3I6 l modified to use a wind speed of I 1 t0 0.I42 inch but not larger thane 0.177 inch and 1i00 ksi(b89lutPa}for shank diameters of 0.142 inckor less. R803.1 Lumber sheathing.Allowable spans for lumber used I at least 0.5 inches(12.7 mm)from combustible material Plumbing andl General Plumbing Requirements- mph are acceptable for use in all cases where special fastenl- b. Staples are 16 gage wire and have a minimum'Ni6inch on diameter crown width. and shall extend in one piece from lintel n header e as roof sheathing shall conform to Table R803.1.Spaced rum- � and 3 inches(76 rum)from insulation. shall comply with[Chapters 25 and 26. ing is required. c. Naiis shall be spaced at not more than 6 inches 4on center at all supports where spans are 48 inches or greater ber sheathin for wood shin le and shake roofin shall con- bearing below. TTie outer stud shall run in one piece Protect name and locanoa d.Fotu foot-by-8-fotx or4 foot-by-9-foot panels shall be applied vertically. g g g '. N1102A.4 Building envelope infiltration. The building Plumbing Fixttures-shall comply with Chapter 27. from sill to top plate. ,�, / L C G form to the requirements of Sections R905.7 and R905.8. i thermal envelope shall be permitted to meet the require- Water Neatens-shall comply with Chapter 28. 31. No stud shall be cut to receive piping larger than l-1/2" V V a�D R fi5 Ci G f• c. Spacing of fasteners not included in this table stha)l be based on Mble R602.3(2). S aced lumber sheathing is not allowed in Seismic Design Cat- i f. Forregionsharingbasicwindspexdof 110mphmagreater,8ddeformednailsshallbeusedforartachingplywoodandwoodstructuralpanelroofsheathingtofram- P . menu of Table N1102.1(2) where tested ACH50 does not Water Supply, and Distribution-shall comply with in diameter. If the running of pipes requires the cutting T 2 . i ing within minimum 48-inch distance from pblle end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. egory D,- exceed 5.5, as verified using instruments and procedures Chapter 29. of plats,proper provision shall be made for tying �Q L t-1 ✓T ,4 E , g.l^orregions having basic wind speed of!00 mpb eorless,nails for anaclring wood stntcturA panel roof sheathing to gablo.end wall framing shalt be spaced 6 inches TABLE R803.1 specified in ASHRAE/ASTM E 779-1999.The test shall be 1 oncenucWhenbatasic dspeedidof 100mph( 100mph is i rats ahingwoodstruchfsheatJvngtointermediatesupportsshallbespaced6inchesoncenterfor MiNIMUMTHICKNESS OF LUMBER ROOF SHEATHING conducted b a ualified erson who shall demonstrate Sanitary Drailnage-shaIl comply with Chapter 30. together utting s per Call structural members affected CHAIN LINK FENCE O v minimum 48-inch distance from ridges,eaves stud gable end walls;and 4 inches elr center t gable end wall framing. Y Q P by cur},cutting as per Code. ��-x-x--X X-X-Y X-X;X-1�=X-X-X-X X 5 O�T N v L D� N> 1, h.Gypsum sheathing shall conform to ASTM C 799 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to either AHA 194.1 or RAFTER OR BEAM SPACING MINIMUM NET THICKNESS competence,to the satisfaction of the code enforcement of- Vents- shall cotmply with Chapter 31.Traps-shall comply � 96.91' (DEE'D) ASTM C 208. (inches) (inches) ficial,for the conduct of such tests.For the purpose of this with Chapter 32. � ` �` �'""S �' / /3J ay C/ db framin members and at all floor rimetersonly.S ing of fasteners on s section ACH50shallmeanairchangesperhourofinfiltra- -_ esN N73�1'Jr0"E 96.47' ACTUAL i. Spacing of fasteners on floor sheathing panel edges applies to Darrel edges supports y g pe [' 24 /a k �X�~'r FFiYC2 roof sheathing pane][edges applies to panel edgeu supported by framing members sad at aft roof plane perimeters.Blocking of roof orfloor sheathing panel ages Lion i nto a house as measured with a blower door at 50 pas- EleCiriCal -general Requirements-shall comply with t F£ X�X� adicular to the framin members shall not tbe required except at intersection of adjacent roof planes.Floor and roof perimeter shall be supported by framing 48' �+� (� t�E G�L C U�/0't"('(O N I s�v ' � Q Peme g cals of pressure in accordance with ASHRAE/ASTM Chapter 33 as'N members or solid blocking. - -- - - 1 �n 1'/2 T&G standard E 779.Test results shall be provided to the code en- Electrical Service-shall comply with Chapter 35. '` , __ ` t� f SHED a Pot ES R7023 Gypsima board. F SECTION R703. forcement official and shall include: Branch Ciretuits and Feeder Requirements-Sha11 ACZEP• O F ROOF = 116cb�5G 5.R , . \ j EXTERIOR COVERING 72` X 123� C�NSTAUCTION DOCUM>ET DATE R7023.1 Mate'lyals. Ali gypsum boatrd materials and ac-, 1. Name and place of business of the tester; comply with Chatpter 36. ^p,EAx 2'RAI N PA ,L 3 rzectu tm r_-o ,Y +�--x R703.1 General.Exterior walls shall provide the building with For Si: 1 inch=25.4 rum. Wiring Metbiods-shall comply with Chapter 37. )1r.9.56;■0.16` = f t37.1'2 c.r=. # REVISIO?�tS - T tr f cessories shall conform to ASTM C X,C 79,C 475,C 514, a weather-resistant exterior wall envelope. The exterior wall a. Minimum 270 Fb,340,000 E. 2. Address of the buildin which was tested; "Vt '` x C 630 C 931 C:960,C 1002,C 1047;,C 1177,C 1178,C b. Minimum 420 F,660,000 E. g � y � 3 Avv CoY�R6a Por�or•t-eagTDG1aR s41eWER roc l0 18 og ;I > > e 3. Conditioned floor area of dwelling,calculated in accor- Power and Liighting Distribution-shall comply with BI�c{,Q •{�� 3.03�vF-d=v+G O envelope shall include flashing asdescribed inSection R703.8. -•� N x � 6G ►t>;I.ec�•TEt� 127$,C 1395 or C 1396 and shall be installed in accordance c. Minimum 600 F.1,150,00o E. j with the rovisions of this section.Adhesives for the instal- The exterior wall envelope shall be designed and constructed in b dance with ANSI Z65-1996, except that conditioned Chapter 38. •• 9d«p,<23,o s'= 20 7,27 c.F, o,/� ZE x N � �i zy' o P 7 such a manner as to prevent the accumulation of water within R803.2 Wood structural panel sheathing. floor area shall include areas where the ceiling height is Devices and(Luminaires-shall comply with Chapter 39. P/0 4 ,� L t lation of gypsum board shall conform to ASTM C 55 . R . the wall assembly by providing a water-resistive barrier behind R803.2,1 Identification and grade.Wood structural pan- than 5 feet(1524 mm): Appliance lntstallation-shall comply with Chapter 40. LOT 25 'e P/0 NO g R702.3.2 Woad framing. Wood framing supporting . the exterior veneer as required by Section R703.2. els shall conform to DOC PS 1,DOC PS 2 or,when manu- I 4. Measurement of ACH50;and ___----- P,o , LOT 25 , c � q_ gypsum board shall not be less than 2 inches (51 mm) R703.2 Weather-resistant sheathing paper. Asphalt- factored in Canada, CSA 0437, and shall be identified by 5. Certification of accuracy of test results and signature of General OteS s,,,,N IrAr1Z1( 9, x +-3 { t,05TING R00PDR,91 4Gs M nominal thickness in the least dimension except that saturated felt free from holes and breaks, weighing not less grade mark or certificate of inspection issued by an ap- tester. 0\ I-80 X5 cscP 1 wood furring strips not less than 1-inch-by-2 inch(25.4 than 14 pounds per I00 square feet(0.683 kg/m2)and comply- proved agency.,Wood structural panels shall comply with -SYsTtrt-t .- t , ) p pips ;�r mm by 51 turn) nominal dimensiotu may be used over ing with ASTM D 226 or other approved weather-resistant ma- the grades specified in Table R503.2.1.1(1). N1102.S Moisture control.The building design shall not ere- 1. Contractor shall obtain all required approvals,permits, CBRrt`K °tt �! pipe Alt,bEI•DEn i I solid backing or framing spaced not more than 24 inches ti' terial shall be a Lied over studs or sheathin of all exterior R803.2,1.1 E ore durabili All wood structural ate conditions of accelerated deterioration from moisture con- certificates cof occupancy,inspection approval,eft.for - p�v'Da HE`N GEnty p°sL PP g xpos t' densation. Above- ale frame walls, floors and ceilings not workperforrmedfrom agencies having jurisdiction APPR°yro -�. ,'� k (610 mm)on center. walls as required by Table R703.4. Such felt or material shall panels,when designed to be permanently exposed in out- thereof, t�o i ^r �r be a lied horizontal[ with the u er 1a er la ed over the ventilated to allow moisture to escape shall be provided with an �.sT:t o ,-i-_� i R702.3.6 Fastenin€;.Screws for attaching;gypsum board to PP Y• PP Y PP door applications,shall be of an exterior exposure dura- - - - ____ t' wood framing shall Ibe Type W or Ty S in,accordance with lower layer rat less than 2 inches{51 mm).Where joints occur, biliry. Wood structural panel roof sheathing exposed to approved vapor retarder.The vapor retarder shall be installed 2. Contractor sshal]maintain coverage for all insurances, V 00 �Q O "" r- ,r-a�-� x - ASTM C 1002 and,shall netrate theewoold not lessthan s/ felt shall be lapped not less than 6 inches(152 mm). the underside ma be of interior bonded with exte- on the warm in-winter side of the thermal insulation. bonds,etc,ass required by law and by the owner. 00't: � k? rz>;NovG {� c oPosav WT t o P/0 F.><��r Fie' il e:Ovt►ttta� SWOWE7� r x ..: .... 1! pe s Y tYPe 3. Contractor shall provide all safeguards as required to P/0 v a � S M "". oECi -0 1 ,�,� I REMOvE inch (15.9 mm). Screws for attaching gypsum board to Exce lion:Such felt or material is ermined to be omitted rior glue,identified as Exposure 1. Exceptions: preclude injiury to owners and contractors personnel, M n a x� LOT 24 , - Hoes£ gxler CNe, ti ht- a e steel frantin shall be T Sin accordance with P P LOT 24 m z . Coppright ® Ira Haspel All Rights Rese ed. g g g g ype in the following siNations: R803.2.1.2 Fire-retardant-treated plywood. The al- ]. In construction where moisture or its freezing will not and to all other persons at the construction site. p � 4 m •i i t.z'w po>zta•6 I � ASTM C 1002 and,shall penetrate the steel!not less than 3/a lowable unit stresses for fire-retardant-treated plywood, damage the materials. 4. Contractor sshall exercise good judgment to minimize �''A t k 8. o #�• 11 ,o=� i inch 9.5 rim Screws for attaehin scum board to steel 1. In detached accessory buildings. t- PICKET FENCE °�.. 'E)"�., 1 { )• g gYP including fastener values,shall be developed from an ap- # O `h`w1i6 rise roved method of investi anon that considers the effects . Frame walls, floors and ceilings in jurisdictions in damage to atdjacent and existing property. �- x-x--x-x-x x x �. \,� I framing 0.033 inch to 0.112 inch (0.838 arm to 2.84 mm) 2. Under panel siding with sluplap joints or battens. 8 T �T13RY T o l� thick shall tom 1 with ASTM C 954. . P g zone 4.(Crawl space floor vapor retarders are not ex- 5. All areas datmaged due to new construction shall be DRIWWAY 45•o' n ,� . A'Qb�S� ., o tJ i G(�' p�� P Y 3. Under exterior wall fuiish materials as permitted in of anticipated temperature and humidity to which the empted.) restored to tiheir original condition. o/Z R702.4.2 Gypsum backer. Gypsum boarrd utilized as the Table R703.4. fire-retardant-treated plywood will be subjected,the type 6. Each trade shall familiarize themselves with the intent x , 1� �` � \ 3•1' - N O T E Jc' of treatment and redr in rocess. The fire- 3. Where other approved means to avoid condensation eroo \\, ►2 Y' � o - base or backer for adhesive application off ceramic file or 4. Under paperbacked stucco lath. Y g P are rovided. of these plarns and coordinate their work with other [ � \ T• ; 1z �l�t N A 1;E C/4,I C u �,ATI Ol t other nonabsorbent finish material shah conform with _ _ retardant-treated plywood shall be graded by an ap- p trades. ' kfE .ASTM C630 or Cl.178. Water-resistant Fgypsum backing 0OQ�- 6 _t t -NG -C it T, proved agency N1102.5,1 Maximum fenestration U-factor. The area &a 13 o'E GRAvt L < e� o . boards all be rmined to be used on ceiliin s where fram- weighted average maximum fenestration U-factor permit- 7. All work anal materials shall be guaranteed fora i >zee�IovE B><. ^+ lx h pe g SECTION R801 R803.2.2 Allowable spans.The maximum allowable spans minimum off one(1)year from the date of acceptance -4 &u loc,t< WOOD wA 6K \ `" ing spacing does not exceed 12 inches(30)5 mm)on center GENERAL for wood structural panel roof sheathing shall not exceed the red using trade offs from Section N 1102.1.3 or Section 404 0 \ •retx no.: for '/2-inch-thick(1'2.7 mm)or 16 inches](406 mm)for s/s values set forth in Table R503.2.1.1(1) or EWA E30. b the ed suit. a !°'p R801.1 Application.The provisions of this chapter shall con- of the Energy Conservation Construction Code of New York Y Stare in Zones 4 throw h 6 shall be 0.40. 8. Licensed sutrveyor to stake out house and perform � S73'11'00"W 105.51' (ACTUAL) a inch-thick(15.9 mrn)gypsum board. Watter-resistant gyp- - _ g __ - _... _ sum board shall not.be installed over a vatpor retarder in a trot the design and construction of the roof-ceiling system for R803.2.3 Installation.Wood structural panel used as roof - foundation survey. '�' J 05.96' (DEED) �'C'T'M' � (�- 2-C 3� Z 6 N1102.2.5 Floors. Floor insulation shall be installed to -` 1 shower or tub compartment.All cut or va,posext edges,in- all buildings. sheathing shall be installed with joints staggered or 9. The work under this contract shall consist of all labor, eluding those at tx ar intersections, shall[ se sealed as R801.2 R uirements.Roof and ceilin construction shall be nonstaggered in accordance with Table R602.3(1),or APA, maintain permanent contact with the underside of the installation„materials and equipment require:.d and Eoc£ of PAvu£Nr � o I Ph.se e4 g subfloor decking. y recommended by the manufacturer. capable of accommodating all loads imposed according toSec- E30 for wood roof framing or with Table R8l)4.3 for steel necessary toy perform all work as shown on the lion R302 and of transmitting the resulting loads to the support- roof framing. N1102.2.6 Basement walls.Walls associated with condi- drawings anid specified herein and as required by KORN ROAD \��`�0 1 , R702A.3 Limitations. Water-resistant gypsum backing ing structural elements. .-. -- - _ boned basements shall be insulated from the to of the base- conditions ait the site. board shalt not be used in the following iacaCions: P ogTH seal drvott by ob No.: R8013 Roof drainage.In areas where expansive or collaps- Roof Assemblies-shall comply with Chapter ment wall to a depth of 24(610 mm) inches below grade, 10. All work shiatl conform to the residential code of New °�' ,';` -, 1. Over a vapor retarder in a shower or bathtub compact- ible soils are known to exist, all dwellings shall have aeon- 1 where the heating degree days are less than or equal to York State,,latest edition and all other local codes and 1 ,' ~ `'� "' '° �� 6,000; to a de th of 48 inches 1220 mm) below ade, a encieshaivin urisdiction. I 11.�e.,t ".` sate dsm ment. P ( b'r g g J h I • -,'��. C 4„- . trolled method of water disposal from roofs that will collect Chimneys and Fireplaces-shall comply with Chapter f O where the head n de ree da s are ater than 6,000 but are 11. Noti all cco orations,adjacent ro erty owners, 0 1 T E t'(/,A N G�•>'r_l i J 2O � 'E', / o g g Y > fY J P P F, ;< ,V a !a 6� P� 2. Where there will be direct exposure to water, or in and discharge all roof drainage to the ground surface at least 5 not ter than 8,000;and to a de th of 84 inches (2,135 ` 1 'I � • _ ' areas subject to continuous high hutmidity. feet(1524 mm)from foundation walls or to an approved drain- gxea p utilitycomp3aniesand/orlocalauthoritiesowning 8A9E� OK 5Ut2vE'1' gY DECONIC 5URvEKgR5 F C. (63i•7t:5 5020) . a s stem. mm)or to the level of the basement floor,whichever is less, conduit,wines,pipes or other utilities running to or on t d�•t Eo -g/28/oe - frlort u t�f sfir r �l no: gQ Y where the heating degree days are greater than 8,000.Walls the property/or in the areas affected by this construction ® - pin ', i. ' dm`°'r'g R801.4 Loads. Refer to Figure R301.2(5) for ground snow associated with unconditioned basements shall meet this re- and/or otherrwise required by the Town of local 1;3 Eta+ = I O D 67 s•.F. � - - 1 loads and Figure R301.2(4)for wind loads. uirement unless the floor overhead is insulated in accor- _ • ' Q agencies halving jurisdiction. Cap all abandoned utility s° t t4?`"' _ p dance with Sections N1102.1 and N1102.2.5. lines in accoordance with instructions from utility - , I p to .. companies nor local authorities having jurisdiction. . . `°r---: R i . ,,,Z . -- I 1 I - \VARNING: It is a violation of the law for am•person, unless acting under the direct supervision of a licensed architect, to alter ant•item in any way bearing the seal of an architect. If an alteration is made, the altering _ I I architect shall affix to his item the seal t WAG i Sri. and the notation "Altered bv:" followed by 'his signature,the date of such alteration, EG•Oa �, -I I and a specific description of the alteration. -- -r Zri i ('/2 W w.G S 5 D,W - TOp r6 JZF/"1/V/V G•O.1 - 2 11 Fi4T - • C/STING jYJ AE�i�'ibNEO (�i +5E� 0ltkG RiAM 10 trx Isr. EQ f E k 1 e-xtsT s1-APs p.Ar 6R,1aff 1 �- -, �- II � I I -- I I ► I I I - )C; 1 W II I I X I I =0 { °0 IU w :Q a I ° w { { °� w I I I f { I u - - t, GMSr. BR1cK{MA?. FNs, 2-2t`r OrtKeR ( I '2 Z1<t L�, • � � BrMaviNG� wlD Cx►fMA87' --- - -- I • kh 'U r ' 11�� -cta►t..f�,ov�.rrvr+To� -12':., I � - � I I f �� ► � h C. I ,� d � � •r _ I _ 1 �CiffE . t l � �• - _ � - Q S'W- _&i"r E S ut O v1' O - - A- - ' - ( SAD _� 0 I -N of V dXtOT n�E n U cY L• -N aE /LOGE s! , 4• . ( 1 w�ivoows I " I 04 Ira Fla S el __r ® N I T -r T ; _ 'REMov.V I ArchitectP. C. ' z I { I I s { - I r I RN 13R I cN�M. f -- -- -- ,- `Rk-NNE7EXOPST I �I I 3-�► i MAIN N RO/�b �X 1 sT1riG —" �>< ��4 p°'T _ J�j 5°i945 , �,ENT SbUTHOGD P(,Y, rl9- _ Sr631.765-?07� 1- t 39 7r � " " *' ° 5 met 5.fo- 78 $ 53 aErt> ' to TtEDN�I .2 x Roo I i I = a-�A's" " I a� aN �n x-63t-765�- 7 t5 - ' ` I6'�° c. �(/�1,c/ 3-.,E @/� l/a. G Z� I I II I a° nr n �li- ema►1 - ►RASPEt. a IRAt-1ASPrt. �COM Ef � '{49 I � { trj � ,N _k.G, evDB165 � c to { Bz- /,�' t V I I Cb� Project nariie and london: �.+cart., d t 0 in 3 I a iv -v cx►sT °,�'j Al �--- � � �, � J N � 3 40 I O 0 U 5 T ^\/f b '�I WINDOW I w� N m I r� f I I r f. N ai 50 U TNOI.D N,Y I �I � I I � ni � � �" m �. � I I� I I r 3 1 m I I X zAll rtrm OPOW)MG I • / r{ I � � 3 � T d I I t rd'_'l,�$�rNTt:t I � '22'�C 16 AS.t. I .� "� - �/��'' •"'r� trR-� c,Q r� te-f I•IR�Pyt•cE I I 2,�d It R � o ® .. S51t psP To DN 4-2rt+1t !I 1 - - -- - - - _ -- _ IL L . � Q b ® O PosT —� - c! grid G•13 a tt:"o•a I A CONSTRUCTION UUCt':�ii\T D:�Tf i 1 1-- — — — _=__- fi'4*I I,�a��v� I1 r O I r t 's RE%'ISI()\� I V_71, , 1• 1 •S• •�• •( ` �..— I + i .�+,(�/��/�..�/ Ae 1 -O P302 - ? I 1 ' .- - VA`7rr I S78 ,�iGN Rpvl°Sto1'f _ w • 4-nNIF - Est i ' r - �Tb�. �lje_�tPts Vorr. SJSM 19,5%0" �; 1 .Z'• - '` "~ rD, I ( { L>✓� ;d� a u�D ! I c_dtr�rTA�RToA b�t5 � M±c II,# I P4 ._�_ 9T.Cpy - — — — - I I`� ivrwoow - I 1RGM l0/t� dd $tiv -4 Klb" o. ( 61"bI l - -N { kEYt 9a1dW� I�DD IN W Sl 2a m� "a, cs 4•:,4 I' U VXV Ir4oN•lCAF S _P°ST Fex II I I I I ''erg > w I _ I f f 1�5"ITG H E N I V r t 1 Ia 0 t l x et • & (! T i -' 11�- ' �� I I v _ ... N '(d N{ 'U , I Goner fM}� t� 4ru J7 d I I I r ,r f r v 4;16,1 (, 2 I I !� �_7.r.�ci9=-tu*w-x!•4w, - .- - erxsr fHa i 1, &. v,®. —+— — —1— +- 5 2� . 3-G e} $ co J1u� 4 + I I I yt — — — — — - b n e �y�Y — — 6 �2�cr2otG'' � Q,,, , Sir♦h i aM I }I'>s�,.� I Co yri ht Ira Has el All Rights Reserved- I �sr u - 2=trs I I P. g F' $ i PAes r ( . 4106 Fow + — t; i. m e I N I 1 { I ataa rtR atle: I ( - - ,•r®ova I I `+, u T I - .,N er o W �� 4 ! 1 I ST. a. 11 * 'J ENTRY 3 I - I I • I � � ( _� �, � � � I _ ro � I . p�uMBING R45Et� bIAGR,41�'t Cl f ct, I I Tax map no.: - ' - -t' — GW t35 -`N G I G.G T.M. t4 1,000 G2 OS 2G Fr_o wl�bL �s EMovEo t lops oar �. f. •31_rl►/fir \ seat drawn bv: tab No. a W. 7-5 +� ,r,�-. ` y61E-f WAY .. d/ h -7y - rxrsT , t _: ex��riHE• 2�-7 �`,z!; �ccale: .late. ` G � dram,ng o.. . P.� 5 1� � :. _ _..... _ __ _ T s �iST F�oo�, p� N 1 c�o �. .. { 76 e•�. ..v��_ ��ob» pI•,�M 803 66 5•f y\�'•� /•may„ ,�„-. tiaq. �py Ity 1 ' - I r _ 1 I I I It is A violation of the law for any person, 1� unless acting under the direct supervision E I`— of a licensed architect, to alter any item in any way bearing the seal of an architect. _ J- -4 — __ — _ _ — — _ _ _ If an alteration is made, the altering — architect shall affix to his item the seal and.the notation "Altered bv:" followed by 1 13! -his signature,the date of such alteration, t3 I and a specific description of the alteration. 2 ' -f- ---•-- J" C� �' 12 � 1 li 4 4 1 -r f 1 r J 1 r � Y 1 I - I I � •I j � I I I ' rr�op ; � I I i t l ` �vew 'f 6"ye-N -wr „ W 5 T I ST REScheck Slof ware Version 4.2.0 -#-- _ - ♦t ? t ComplLance Certificate --. . UTH 6 � , Project Title: Wood Residence /sr1Ne �� T�oOf 41NE Energy Code: 200fiElm i'D Location: Southold,New Yorlk Constriction Type: Single Family ( I r Conditioned Floor Area: 1762 ft2 Glazing Area Percentage: 16% fir' / I i Heating Degree Days: 5572 CTMP, Climate Zone: 4 Construction Site: Owvner/Agent: Designer/Contractor: ��' 340 Locust Ave. Tiim Wood Ira Haspel �.,,� c d, Southo! NY 11971 3410 Locust Ave. Ira Haspel ARchitect P.C. - ril i ��-- eft 's 1Y 3 3 _ \ I f Scouthold,NY 11971 59945 Main Road _ =Cy .. Southold,NY 11971 I R S, bra Haspel 631-765-2075 (Q / ►' - — - — — -- - II - - - - ihaspel@irahaspel.com - - - - 4 p rArcMtectP. C. Compliance:15.3%Better Than Code- Maxiimum UA:341," Your UA:289( :1X: ;�"..�� ' '" `� -x' ^7' ark`` x '• •!.. � - �;�.;' l'0 3•`�fQ c�t�R T' I r1 cc Ceiling 1:Flat Ceiling or:-assor Truss" 339 38.0 0.0 10 A04 AJ MOT I � - - � � jv`vq{5 MyA l N ROAD IV CIONZ Ceiling 2:Cathedral Ceiling(no attic) 469 19.0 0.0 24 -' rz`6' SY71JTHn�D, NrY, 11971 Wall 1:Wood Frame,16'o.c. 1995 19.0 5.0 83 -" t 'f + — O I Window 1:Vinyl Frame:Double Pane with Low-E 206 0.390 80 - f✓H I FMp✓ I — — - _ I - �- I �pJl•76tJ-2U751 cpt(-�'(D- 8$7J3 SHGC:0.32 Y 631-765'-5715 + Window 2:Vinyl Frame:Double Pane with Low-E 62 0.390 24 � ` ' 111 ` — �x- I it — e ►1 - IHASPEL @MA+iA L •COM l SHGC:0.32 r. Door 1:Glass 61 0.350 21 :** MAIIJ I L L - ' SHGC:0.27 - 1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1001 19.0 0.0 47 1c.-G��it I I -— - j Proiett wne and location: I Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other t calculations submitted with the permit application.lrhe proposed building has been designed t the2006 IECC re gne to meet requirements in I I V V�� GF)I5 D G II I I N ; d�r 000� SHowE/t j , I ' ( ; IjE- I REScheck Version 4.2.0 and to compl with the mandatory requirements fisted in the REScheck Inspection Checklist. „ ( '"- I 1 ` ��rvC.�'PIE3t I ( I I ► I AVE. _ . I NOT S/y+ow N I ffi��way _ . __ . BUST- 1 ;., ay�v8 � .t >�. lh I I -pC1,RGH I r t�1 1� u j 1 Name-Title gnat Date "rl Fe -Off 1 v t T t-1 U R L�� I , / — �-I- 51m>3K I US V' 3Af ' - --- - � i --- �~ ar-RrrsTot� i - r L A,� ti i ct varr -4e CONSTRUCTION DOCUNIE`•I'DA'11. "3rr/iv&�['�7.4Ti/�(INO�Rt9YM6nT • �6'"w."/cEs'R'i�'sh'/c�4 a --- � t• r g�it�t1 R��!Itilort ►o ji/oa ' -------- n n / E�9 VlCS 9iv0 Irgf.�F�/t 12 Ol w. �t R��N lH/EtO �I �G/ �dr ;�/j N C.DX PLYWO.y-li�YTNiNG I 5+ 1kDIl1!. GLPT O L4 6mi,?�t N to/clog — 7a rT��r PuRrNc / i 4 G• {�S . - �'oc• I �'7'pl ✓ / �*� .�-38 (rrp) � ,*S� ivl. Na�w__1�tD13r1�G1►T�.D�Y=�JliF rnar= � S R-58 _ R-38 ' R 4'-o,",i o, 1 r!� a.r� r-�•ria [� rc"o.c -•� _ - t' 2f a cs ►c"o.c., I _ nsota H-z rlec>` I I��D� • 12 j , c rk 1 I rka�o t3 -CIO , _ o , o - > -ky� Iz I Copyright c Ira I laspel .'ill Rights Reserved. -I-- �- — __ 1 — — I jI CTYPi� F _._ draa-.ngride: rf i e IC"/.iG.. V-3t7 �' )t EI TJ C,C. SERI F' — — ,tad"T I= �.� I r'. s�'1 sy j � /Q'�•' /'� N - - --- R-22 1-� �1RDEi�- li� RsC�A►R �✓�.Y-/ 11 <<./ 11� I T-� 2K g e tG':c- Fx*fCrA-Ir2 TWill o N 5 fill '141--aw fiHr/'��. GFiDI�Is�t�`rIT ICI-1Fh( _ Fi. Arai -r- J — ,rcNEN "rr✓e+C' G"coNrv'enr -•l h tz.s.0A�D 3 I P; r i^TMH `--- 's x SSA-SHE1►IC wAIl -� - �-- L ( Nor' �>f=DAR wriv*ppi+1g-14PM To Tax map no.: JACX sr�►sf,ol�lr _S,c;T;M.•. Ne IOf0 • 03.26 -n.l'�_Posr It-19 � AND snit:-Ct�t•r1l i �. CrYR) ,asr�s'ra�.tTvr.D 7rG�C@ aR 11P{. P4a<c _ r VG - — - - — - -cor•pblt f1„�ewrn .... C.CX Milli aly+ sl>►�►. _ - ' s 'tom @ r C'w ? 2><a R 1� 1 r n ` 7" Ca b �-� j �Z�47��/.GQ � I°J V'" 4-`l�Jt��4 LVL '/ �.1MI��M1✓1[! . �,.`. drawn hv: to b N�. r ��>U,/ y,�0'o /(o �G. � .�o•sr w.� I cal t.- ':l 1 f.�: �,'' /�� !� _ I � I 1 .� • ,'�d�GP}tFM6da L Qi,,��,..,. ,:,l t"„�;�C`'.,�;�•A IJ�1 y fin/. / POOR tKEW 11:KXt� iG 2-1p Alt+t�S TO tr ! f, `4 toile: late, I tr i&3t'_ME► T �nKi g!'i�. l�ce � • � -� 4 _ _lt_. .1 w I ivEW 164Ies�rt�lYT 6xt�t', l�'SENt61•<T - .e 'F� t ;� , lk r` - ++ it 1 Y� �„�i�," rC. /'lt�• C e, driwingno.: b l�Ki=l.4R(.4 WWF i k WARNING- t r V f `GAF- "INdrtW It is :k violation of the lace for any person, ` 2 k�SfliAi�iFttI�TE UNOflalAy unless acting under the direct supervision 4 (5 ,r.t TR�}iN S��e�+o• of a licensed architect, to alter anc•item rlv f`Y�tX�ys in anyway bearing the seal of an architect. Rzywa ayeoly)A ,, If an alteration is made, the altering - I` architect shall affix to his item the seal - ! e - and.the notation "Altered bc•:" followed by — — — his signature,the date of such alteration, I c `* and a specific description of the alteration. �,�� / -_ GoW ✓o`T?6F �2EG�sS�,D V 7Y7" ojt t _ jl.ll9r 1 s'4'ti�1 tow voLT. >=ixru/pE- I - � AW P c �/AT�Ol1!$ f OOGSRS 3 b d Q 1 T$L4 PEA_H/fN Ui, _- T�I, WATERPRoor 01J t f>e 40AfI f"T I I I I ° DM 0.0 , �II��cTlOnxs' /Nctu��- �T_ i+ �vptt�oJj; sr P/2EE D I �' _— - • fTASE ,B/® _ d t � _P•�N•�• rEto��• WN/7e �w iTeh, dy ti T�RerE WA y <e h%/I�INH Fj►t - I I �QU/PHENT off dt1TLFT / . �-�� _ .Q�V�✓E�¢ �uPP�/ED CH9rr,oEL/E�Z p �1 `N� A SQ.TR/M C W/N boW S X� !: ►- % e4lV� � D4 COMMo,y pmoe �� s r► n eow)ly GEIL/NG E�t/rAusj 9N - p ifs �t .SJ�oL . 3,1r 2S, M f b I - Of INS#14 rl CM S?7)D S ca !6 0,c, ► NQ E/2 GED'R ,801}12D _....._... w P 22 /NSvL 9 r10 y V�T 1 w _. 10 6A. Sfl`FARW4C - - PiQas'T 0,, 6-E h(W& 414 _ w P r_I� ca' 91YT ,�rE f su ems, ' 3 / x 2QGA•,cTragapi�tG , 3 c _ — .— J i �„ �, �RS,�7ffi decX 3T1lDS, --• Rs40 vi ; GR/PPG ES �tnoc s�t�s � C1YP.I GMs 41 I yI o bra Haspel f ArchitectP. C. n �o P N pw, REF 59945 MAIN ROAD +1 SOUTHMD, NAY 11971 Gfx - - -� =� 631•?63-2075,re11-51E-398�753 Ax-01-765y 5715 Memail - INASPPL @ IR�till'3Prl, •CON( IProject none and location: daft _W O Q D F�E 51 D E Pi C E �b.t-E• 8ia I �ixruRe��' �o7JyEft p1riYEJ`/'ZitTioivs -1 L O CL15 T [,A N E AIC 7 C $,` R f600 /NG __-60QTk0I1, Dj MY, �— s-IMPSONvS"TH DRJ' D/f�0- j s'G R grE,O .S'Wb fLoojc SYdE�9R l✓fit` T/e-ADN @ • I r n , y , �cv f Nor Co/7i✓+ s�' w/n�Dow`r N� US�" biAc5EMEINT E�ECTRIG PL/�N 14 !-o FIP5T FL00� E�ECTRIG FWk>y /4 =Io gECOND FLC�O EI ECZRIC PI,^h yy . �-� tUooie �,�M,es - T� .K�_4 -OVS1-DN t I' h 2 G:3tv os a /6 "o t c GOl1/°P 7? G�sf/iN G CONSTRU TION DOCUMENT DATL' GYP, 18D. T� /,I`/!/E l°AW11r _ 2 Co9TS P9v��'_ wlt/TF �S s�� cr � ay or✓N�ft._ ftar ,. l �zsl�� °� '' - •� /, _ '(SEH/-GLaSS� � . GOx /°Ly ,S�rt�j�,riiv� R-!9 al�L SE�9G „ — t 2, &%S F � TR//'°I Tv/2Ee L VE �3/rvZ SE 9L f 2 eo/}Ts w M/r� // I WA1 S jo leFH'/N ��/��r�i C� 3G�OtG,7E/'I�'Q N'D 1iOO N1... . G� I>,, IN G OI.a._ROT WAV. -5 WAIN.5COT BA5E 1+1, 001"i TRIM NAMDWAl)f- P,FM/ RhI5 /<<t,,R/r+ I' -. If -2 �,Ieemq mpP 'laoljor! . ' 1 � _a0 � �/1 x 2d GA. .SJRAPP/i�IG' � v � E�-•-s7�hD - 8dc°3 o,C, M 1 �1. 4 _ 1 � - '- -... - -- - CONG, -' -` - ... . . - s/B 1YPXC'CahL, oVe /= /UW e _ PArcy --� =1 - --- •� p; �D - -- - -ri�P,-> '-------- —" �o� tom_ {` I 74 —PANTRY • �-- --�Lv-�[�_----- - �, ----- -- -...- --�°'-—'-•- ---/'-----_..._ .. - ---• -- ---...---'�- ..._.. ---- --------'---- r�- ---. _....... ._ .j�__:: .. . .. . - ----- - .R-3a OJT %S'IVDS Ce NEtit/ = _ -- ----- -__ ►5 l -R _- - -- _ _ - -- �ATCfi !sT�_ ... 2-?X +� c S1' T►-! �x 15 :-- -- -- - - - .. . L r --------.._--__-.-- --__-- ---•__---- -. _-- __-- . T�--- - X 5T. �XTF!'J17 ._..- -- -.•- — TD F Copyright Ira Haspel :�11 Rights Reserved. -r7`_T o - cat �_ - - - ---- - U - ---------- ------------ --- - - ---'-------- ------- --------- --------- ---------------- ._- - - ..__.. C ODD P^T H TYPICAL MNLI. 5 CTION --------------- ----- fie /zEfleJF ? G y/1s of 3v s�9b 8k/ SIN 5 H 6 C D U_ Sid/H6 - � �� ATh,, ,►'��f� _ T � 9 .�S7ft'-G �i o►�E� irryisy ' I H V �f�f/��C '� //z��kl JT Tax map nu.: _MS -_ h' �_:_.:_.... .- - - !'-__. _ _.... .. ^ - --__--_ ----_'-- : ::-_-- ----- _ .n._- .... .. .... - - ----- ,—, -- -- - _- -- - - -- ;_::._._:. - — S,�,TLM. 1000 -6 2 -0 3 - 26 -10 fit' ------ ------�------- --' -------� .__...------ - -- •---- _.---_� -_._-- ----......__. 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