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Home My WebLink About30490-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30906 Date: 05/09/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3505 CAMP MINEOLA RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 6 Lot 12 .5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2004 pursuant to which Building Permit No. 30490-Z dated JULY 16, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED WRAP AROUND PORCH & UPPER DECK AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5461 DATED 3/18/94 . The certificate is issued to MARK & PAULINE STUFANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0003 03/28/05 ELECTRICAL CERTIFICATE NO. 2029276 03/04/05 PLUMBERS CERTIFICATION DATED 04/25/05 CUTCHOGUE EAST PLUMB&HEAT Authorized Signature Rev. 1/81 ( Form No,b — ---� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL J 765-1802 o�D�= DEFT L �W_? APPLICATION FOR CERTIFICATE OF OCCUPANCY 1 lit, .y)pheanon must be tilled in bN, typewriter or ink and submitted to the Building Department t ith the tollo%%ing A. For nes% building or nes% use: I 1'uwl Sur.eN of propeny %+ith accurate location of all buildings, property Imes, streets, and unusual natural .,r topographic features. Final Appro%al from Health Dept. of water supply and sewerage-disposal (S-9 fonn). 3 1ppiw nl of electrical installation from Board of Fire Underwriters. -1 S\k ort Statement frim plumber certifying that the solder used in sN stem contains less than 2 10 of 1 a. Ica.i C onunercial building, industrial building, multiple residences and similar buildings and itutallmion.,. :, eeniticate of Cole Compliance tram architect or engineer responsible for the building. h Submit Planning Board .Approtal of completed site plan requirements. J3. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I \ cuime sarey of property showing all property lines, streets, building and unusual natural or topograpine (cature�. ' \ properly completed application and consent to inspect signed by the applicant. If a C'enificute of t)ccup, rte.. u Jeioe,l, the Bwlding Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Ceruticate of Occupancy - New dwelling $25.00, Additions to dwelling S25.00, Alterations to duelling Skk intming pool S25.00, Accessory building S25.00, Additions to accessory building S_5.,-'(i, Busincs,e; Sfu nt Ccnnficaie of Occupancy on Pre-existing Building - S100.00 3 i opN of Certificate of Occupancy - S.25 UpdateLi Ceitilicate ot'OccupaneN' - S50.00 l empoiurc Certificate of Occupancy - Residential SI5.00, Conunercial 515.0(j Date. 4/28/05 Nc'A t-011911UCUOnIQCXXIX Old or Pre-existing Building: _tcheck one) t Property: 3505 Camp Mineola Rd. _ _ Mattituck [louse No. Street l Lunlet t i,,nen ,r Owners of Property: _ Mark & Pauline Stufano Suit h,Ik C ounty Ta\ Map No 1000. Section 123 — Block_06_-- Lot _ 12. 5 Sub.ir.istoti _ Filed Map. --- _Lot. , Permit ' o -30490 Date of Permit. 7/16/04 Applicant_ inland bones- --I lcAth Dept. .Appro%al: __R10 04-0003 Underwriters Appro%al: 2029276 I'Lowone Baard Appiosal: Request 1,11 TentporarN Ceniticate _ Final Certificate: Y–= (check one) icC Subnut[ed S Apphcant Signature e0 � 30906 RPR-25- 20E15 03 :49 PM INLAND-HOMES INC 631 298 9697 P. 02 Toni F el;.52095 den R08d .; '1 F8A (515) '85.1 e2? 0. Box 1179 1 Tolepncne d) 7," SOLIN ICI, NOW Y(rk 11371 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C 8 R T I F I C A T I 0 N DATE.• d Building Permit No. n Q Q Owner: 1' (please� print) — Plv.mbe r: JcC ( 9 ISlnlol Cf)�c �CUe t4 C_ (please print) certify that the solder used in the water supply system conta .ns less than 2/10 of It lead. umbers Signature) Sworn to before me this day of �� Nctaxy Public, county SUSAN J. NAGy Notary 48987350 Srste of New York Qualitied In Suffolk County Commission Expires May 20421 ❑° CPf�C.IC.Ir�CPCnC�LI7C.CI�LI7CI�CnC.�[.�f�C.ILI�CnCnLI�L.I�LI�LI�C�C.�C.I�CPC.�Lnr�CPLI�LI�CPLI�C.�CPLn LI�C.I�LnLI�LI�CnCPC�CPL�CPC.�f�LI7CnCPCPC.�CnL17 ❑° BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 5 5 JIM SAGE ELEC. INC. MARK STUFANO 5 P.O. BOX 38 3505 CAMP MINEOLA RD C5 5 GREENPORT, NY 11944-0038, MATTITUCK, NY 11952 5 Located at 3505 CAMP MINEOLA RD MATTITUCK, NY 11952 5 e5Application Number: 92 Certificate Number: 2029276 PP 202..._76 Section: 1000 Block: 123 Lot: 06 Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 Basement, First Floor, Second Floor, Attached Garage, Outside, C� 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 the 4th Day of March, 2005. 5 fff5 Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment �5+ 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 Range 1 0 40 Amps 5 Exhaust Fan 2 0 F.H.P. 5 5 Furnace 1 0 Oil 5 Wiring and Devices 1 IN Outlet 34 0 Fixture f5 Fixture 34 0 Incandescent Le; 5 Outlet 87 0 General Purpose 5 Receptacle 58 0 General Purpose C5 1 Switch 44 0 General Purpose 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 5 Paddle Fan 2 0 5 5 GFCI Circuit Breaker 1 0 20 amp Appliance sed! C, 5 Receptacle 5 0 GFCI �5 5 Continued on Next Page I of 2 01 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 ry. 5 OcPrPtPrJpfflLJ��PrJ�rJr�r fcPrJ�U�rlc farlrlarJ�rJ@PrJ�cPr1rJ�rJ�rJr1rJ�r�rJ�rJrJ�rJ�rJ�3''AJ!:; : : rJ�rJ�rJ�i JrJ�rJr�i frJ�rJcPrJ�rJ�cPrlarJ�cPrJ�rJ@frJ�UPI B 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises awned by 5 5 JIM SAGE ELEC. INC. MARK STUFANO C5 5 P.O. BOX 38 3505 CAMP MINEOLA RD 5 GREENPORT, NY 11944-0038, MATTITUCK, NY 11952 Located at 3505 CAMP MINEOLA RD MATTITUCK, NY 11952 5 Application Number: 2029276 Certificate Number: 2029276 Section: 1000 Block: 123 Lot: 06 Building Permit: BDC: ns11 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 5 Basement, First Floor, Second Floor, Attached Garage,Outside, e� 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 4th March, 2005. L5'J 5 Name OTY Rate Ratme Circuit Tvoe ff5++ C5] Service C� I Phase 3W Service Rating 200 Amperes 5 5 Setvice Disconnect: 1 200 cb 5 5 Meters: l 5 5 5 5 5 5 5 5 5 5 seal 5 5 5 5 5 5 2 of 2 55 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 B rPrPrJ� rsrP�rsrP�rsrPrs rP rJ�rJ�rJrJ�rJWL3ICE Pr lo[PrJ�cP rJ�rJ@farJ�r�cJrJ�rJ@PrPLPLPLFL3PL�rJ@PrJr farJ@Pr1rJ�rJ�rJ�rJ�r� B APPEALS BOARD MEMBERS g�fFO(/(CO Southold Town Hall Ruth D. Oliva, Chairwoman �� 53095 Main Road Gerard P. Goehringer 02 P.O. Box 1179 Lydia A. Tortora Southold,NY 11971-0959 Vincent Orlando Gy p!� Tel. (631) 765.1809 James Dinizio,Jr. l �p Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS MAH 1 3 2004 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 18, 2004 ZBA No. 5461 - MARK STUFANO Property Location: 3505 Camp Mineola Road, Mattituck; Parcel 123-6-12.5. SEQRA DETERMINATION: The Zoning Board 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 14,113 sq. ft. lot is vacant, and is referred to as Lot #2 on the June 11, 1969 Minor Subdivision Map for Lena F. Howell, with a Planning Board signature date of September 15, 1969. The property is located in the R-40 Low-Density Residential Zone District. BASIS OF APPLICATION: Building Department's October 14, 2003 Notice of Disapproval, amended November 5, 2003, citing Code Section 100-244, in its denial of a building permit application to locate a new single-family dwelling with a setback at less than 35 feet from the rear property line. The Building Inspector notes that a rear yard setback will be +/-26 feet from the proposed deck. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a new 58' x 28' dwelling with attached garage at 30 feet from the rear lot line, and at 26 feet from a proposed deck, as shown on the October 26, 2000 map, revised October 22, 2003, by Stanley J. Isaksen, Jr., L.S. ADDITIONAL INFORMATION:AMENDED RELIEF: During the January 22, 2004 public hearing, applicant was requested to increase the setbacks to conform to the conditions under Appeal No. 4505. On March 10, 2004, the applicant submitted a revised map, amended March 8, 2004, for a 27 ft. front yard setback and 30.9 ft. rear yard setback, at the closest points to the respective property lines. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board confirms acceptance of the March 8, 2004 amended map. 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 Chairwoman Oliva, seconded by Member Goehringer, and duly carried, to ACCEPT and APPROVE the March 8, 2004 amended map prepared by Stanley J. Isaksen, Jr., Land Surveyor. Page 2—March 18,2004 ZBA No.5461 —Mark Stufano CTM 1000-123-6-12.5 This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, and Dinizio. (Member Tortora was absent.) This Resolution was duly ad (_ , L) \(��..QI1 Ruth D. Oliva, Chairwoman 3/19/04 Approved for Filing FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30490 Z Date JULY 16, 2004 Permission is hereby granted to : MARK & PAULINE STUFANO GARDEN CITY,NY 11530 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING, ATT. GARAGE, COVERED WRAP AROUND PORCH & UPPER DECK; 3 BEDROOMS PER HEALTH DEPT. ; FLOOD PMT. INCL. at premises located at 3505 CAMP MINEOLA RD MATTITUCK County Tax Map No. 473889 Section 123 Block 0006 Lot No. 012 . 005 pursuant to application dated JULY 6 , 2004 and approved by the Building Inspector to expire on JANUARY 16 , 2006 . Fee $ 1, 066 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. l INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL 12C ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 / V� cx - d DATE INSPECTOR 30 , 00 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , i Ca,-L r i zl� r , DATE �-,?L� 0-215- INSPECTOR "� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL 4 ; [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Arn v. DATE �- �� INSPECTOR JANIESJ. DEE:RKOSKI, P.E. 260 Deer Drive Nlattiutck, N.Y. 119.52 2 (631) 298-5.506 To: Town of Southold Rc: Foundation Damp prooling Inspection Stufano Residence 3505 Cmil) Nlinneola Rd. Nlattituck, NY 11952 Permit# 30190z To Whom It Nlav Concerts: This letter cerufics that a loundation damp proofing inspection was preformed on the above mentioned propem and was all clone correctly and is OK to Frame on. Any questions please feel free to call. ic J<mses,l. Deerko 11 P.E. \ J JAMES J. DEERKOSKI. P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. Re: Framing/Plumbing Inspection Camp Mineola Rd. Mattituck,NY 11952 Permit#30490-z To Whom It May Concern: A Framing, and Rough Plumbing inspection was preformed on the above property. All framing was done as per plan and meets all state and local codes. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. DFS g �i)fl ox, 7Sincerely x�+ Jam J. Deprkoski JANIESJ. DI:I:RKOSKI, P.I;. 260 Deer Drive MattinIck, N.Y. 11952 (631) 298-7116 "Co: Town of Soudtold Re: Fratning Plumbing Inspection Camp Mineola Road Mattituck, NY 11952 Pennit #30190 9 2, To NNltont It Mav Concern: A Fratning%Plumbing Inspection was Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also perlin-med on the wastehvaler plumbing systems. .�uiy questions please feel fee to call. -Q, \ �ucrcly N'Pir i u`. Jain [. 'D -oski P.E. >l Li S i - JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: New Residence Camp Mineola Rd. Mattituck, NY 11952 Permit#30490 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. �N S'Ocerely \ e, Jz Jam � crkoski DEC ' 9 2004 9 � 12 700[1 JANIES J. DEERKOSKI, P.E. 260 Deer Drive Mattiuick, N.Y. 11952 (631) 298-5506 "Co: Town of Southold Re: First Foundation Inspection Stufano Residence 3505 Coup Nlinneola Rd. Nlattituck, NY 11952 Permit# 30190z To NX1tom It May Concern: This letter certifies that a first foundation inspection was preformed on the above urcntioned property and was all done correctly and is OK to appl} damp proofiuk. Any questions please feel free to call. C cX� =s \Sin rely. :.t. J, lies . Dee'l:kos P. �;c.SYi I •, FIELD INSPECTION REPORT DATE COMMENTS W � d FOUNDATION(IST) --- G a -------------------------------------- FOUNDATION(2ND) Lo O � y rL � ROUGH FRAMING& PLUMBING 3 INSULATION PER N.Y. STATE ENERGY CODE FINAL w� ' ADDITION COMMENTS T1 t- c)'Z - -- m M Dk o X 1 „y LM r .. � S O y — � r � L S l7 lt� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followitl 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 ww,vN. northfork.net/Southold/ PERNIIT NO. 3Jf 22 Fs Check 0 _ Septic Form N.Y.S.D.E.C. �/ Trustees _ Examined_7�, 20DLI" Contact: 2 B fl if Approved _ _ )Ilk , 200q Mail to: Disapproved a/c Phone: 298 9696 Expiration_ IM, .20 p(,— Building Inspector 6 X04 - APPLICATION FOR BUILDING PERMIT t 6/24 04 ?0 `rn�•;_� ;-rri;of� Date / _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plats 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`.eFbre issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit sha,A 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 i_kpes 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. Robert Hiltz (Signature of applicant or name, if a corporation) PO 117,Nattituck,N.Y. , 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Builder Name of owner of premises Nark & Pauline Stufano (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Robert Hiltz (Name and title of corporate officer) Builders License No. 19736 HI Plumbers License No. 2877 P °lectricians License No. 3635 F 'her Trade's License No. ocation of land on which proposed work will be done: Camp Nineola Rd Mattituck ,se Number Street Hamlet Tax Map No. 1000 Section 123 Block t 06 Lot 4 -005 ;ion Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyyarant T and b. Intended use and occupancy New single family dwelling 3. Nature of work (cheek which applicable): New Building 2ogc X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $325,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 58 ' Rear 58 ' Depth 28 ' Height 29 ' Number of Stories 2 9. Size of lot: Front 150' Rear 150 ' Depth 92.92 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X= 13. Will lot be re-graded? YES XXX NO Will excess fill be removed from premises? YES NO XXXXX 14. Names of Owner of premises Mark Stufano Address Phone No. Name of Architect Address Phone No Name of Contractor Inland Homes Address Phone No. 298 9696 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO XXXX * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Robert Hiltz being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corpordt,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. Sworm to before me this lQ day of �10 � Notary Public Signature of Applicant LYNDA M.BOHN NOTARY No.01B06020932 State of New York 6020932 oualified in Suffolk County Term Expires March 6, 20Q-7 B tJI LD-IST-G-PE''Ma- RI-11 Applicant/ Date. Owners Name: 1 ,t� Reviewed: Architect/ Date Engineer: � �, Submitted: SCTM #: District: -LQOO Section: —ZA Block: Project r Subdivision L.ocatio �� Name: r Sin&Ie& separate Required certification: (Yes f No) (�� J Zoning District�=�" Req. Req(Lot size: _Acus : T I (Lot covcra !f � l rotwsrd �( Req g�r / Req. %�/ Rey. r (f=ront Yard �_Proposed:. [Side Yarl posed: (Rear I (Rear Yard �_ Proposed- Project roposed Project Description: h AGENCUERMITS �?UIRED Permit FOR REVIEW N.A. NO YES Nmber . Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: 7L— Town Planning Board approval: • 1, Flood Plane Elevation??? Flood Zone: Notes,- t - Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/06/04 Receipt#: 5117 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 5117 Total Paid: $10.00 e�e Name: Inland, Homes 315 Westphalia Road Po Box 117 Mattituck, NY 11952 Clerk ID: LYNDAB Internal ID:97593 Permit Number REScheck Compliance Certificate Checked By/Date New Fork State Energy Conservation Construction Code REScheckSoftwarc Version 3.6 Release 1 Data filename: C\SoftPlanl2\Projects\INLAND1INLAND -MEEDAY.rck COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family wYlrY . HEATING TYPE: Non-Electric �G .. WINDOW/ WALL RATIO:0.17 ` O� F 1 DATE: 06/14/04 DATE OF PLANS: 06/20041. 2i PROJECT DESCRIPTION: HOUSE COMPLIANCE: Passes Maximum UA=538 Your Home UA= 522 3.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U Factor UA Ceiling 1. Flat Ceiling or Scissor Truss 1568 3031 0.0 55 Skylight 1: Wood Frame:Double Pane with Low-E 6 0.350 2 Wall 1: Wood Frame. 16"o.c. 1296 13.0 0.0 77 Window L Wood Frame:Double Pane with Low-E 121 0.350 42 Window 2: Wood Frame:Double Pane with Low-E 5 0.560 3 Window 3: Wood Frame:Doublc Pane with Low-E 13 0.350 5 Door 1: Solid 21 0.170 4 Door 2: Glass 151 0.310 47 Door 3: Glass 41 0.310 13 Wall 2: Wood Frame, 16"o.c. 1940 13.0 0.0 140 Window 4: Wood Framc:Doublc Pane with Low-E 210 0.350 74 Window 5: Wood Ftame:Double Pane with Low-E 25 0.330 8 Floor L All-Woad Joist/Truss Over Unconditioned Space 1568 30.0 li 0 52 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans. specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page. they are attesting that to the best of his/her knowledge, belief and professional judgment. such plans or specifications are in compliance with this Code. 0lz�lAB , BuilderlDesigner 1M Date REScheck Inspection Checklist New Fork State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 06/14/04 Bldg. Dept. I Use I Ceilings: [ 1 I 1 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall L Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: [ J I 2. Wall 2: Wood Frame. 16"o.c., R-13.0 cavity insulation Comments: I Windows: [ J 1. Window L Wood Frame:Double Pane with Low-E, U-factor 0.350 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? ( ] Yes [ J No Comments: [ ) I 2. Window 2: Wood Frame-Double Pane with Low-E, U-factor 0.560 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break'? [ J Yes [ ] No Comments: _ Window 3: Wood Frame:Double Pane with Low-E. U-factor. 0.350 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ J Yes [ J No Comments: [ J I 4. Window 4: Wood Franue:Double Pane with Low-E. U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ J Yes [ J No Comments: [ j I 5. Window 5: Wood Frame:Double Pane with Low-E. U-factor. 0.330 For windows without labeled U-11-actors, describe features: # Panes_Frame Type Thermal Break? [ J Yes [ ] No Comments: I Skylights: [ j I 1. Skylight L Wood Frame:Double Pane with Low-E, U-factor 0.350 For skylights without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ J Yes [ J No Comments: I Doors: [ 1 I L Door l: Solid, U-factor 0.170 Comments: ( J I 2. Door 2: Glass, U-factor 0.310 Comments: [ J I 3. Door 3: Glass; U-factor: 0.310 I Comments I Floors: ( J I L Floor I i All-Wood JoisUTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I I Air Leakage: ( 1 Joints, penetrations, and all other such openings in the building envelope that are sources of air I leakage must be sealed. ( J I Recessed lights must be 1)Type 1C rated.or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a I 3" clearance from insulation. l Vapor Retarder: l 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: l 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ j I Materials and equipment must be identified so that compliance can be determined. ( 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. ( 1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: ( j I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( 1 Return ducts in unconditioned attics or outside the building must be insulated to R-J. [ j I Supply ducts in unconditioned spaces must be insulated to R-8. l 1 Return ducts in unconditioned spaces(except basements)must be insulated to R- ( j I Return ducts in unconditioned spaces(except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ J I All joints, seams,and connections must be securely fastened with welds, gaskets, mastics(adhesives), mastic-plus-embedded-fabric, or tapes Tapes and mastics must be rated UL 181A or UL 181B. L•xceprion:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ( J I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: ( 1 Separate electric meters are required for each dwelling unit. I Fireplaces: ( J I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ J Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Cade of New Fork State, the Residential Cade of New lark State or the New )ork City Building Code, as applicable. I Service Water Heating: [ J I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ( ] I Insudate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table t. I Swimming Pools: ( J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: ( ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. TITLE NUMBER: PAC-3574 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 612004 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 711183. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 6/25/2004 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 25TH DAY OF JUNE, 2004 B . NOTARY PUBLIC J NNE A STETT FFICE NAGER MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16,20 Pac-3574 SUBJECT PREMISES: 1000.123.00.06.00.012.005 MILDRED H. GREGORY AND LIBER 8530 PAGE 26 DOROTHY H. DETTNER DATED: 8/21f78 TO RECORDED: 1119178 ELEANOR CORWIN ELEANOR CORWIN LIBER 11886 PAGE 253 TO DATED: 3125198 MARK STUFANO AND RECORDED: 411198 PAULINE STUFANO, HIS WIFE LAST DEED OF RECORD SWORN TO BEFORE ME THIS 25TH DAY OF ;B : BSTRACT, INC. JUNE,2004 ru r✓� (.YAC V Q—��f NOTARY NAGER MICHELLE VAIL Notary Public, State of New York No. OIVA4989798-Suffolk County Commission Expires December 16,20(P 7 PAC-3574 NORTH OF SUBJECT PREMISES: 1000.123.00.06.00.012.003 MILDRED H. GREGORY AND LIBER 8682 PAGE 441 DOROTHY H. DETTNER DATED: 8124179 TO RECORDED: 8124179 ANNA HOMMEL ANNA HOMMEL LIBER 12311 PAGE 867 TO DATED: 1129/04 PATRICIA WENEROWICZ RECORDED: 4/6/04 JUDY CAREY LAST DEED OF RECORD SWORN TO BEFORE ME THIS 25TH DAY PEC STRACT, INC. OF JUNE,2004 ufyA &kA f,� BY: NOTARY JEAAE AfiSTETT FIC ANAGER MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16,20_ PAC-3574 EAST OF SUBJECT PREMISES: 1000.123-6-13 FRED G. MORITT AND LIBER 7673 PAGE 168 ROSEMARY SKYE MORITT HIS WIFE DATED: 711174 TO RECORDED 7111174 PATRICK J. MC MAHON AND MILLY G. MC MAHON, HIS WIFE LAST DEED OF RECORD SWORN TO BEFORE ME THIS 25TH DAY PECONIC TRACT, INC. OF JUNE, 2004 `.�t C'c...k.ER< BY: NOTARY JEAN ANS TT OFF"M M AGER Notary Public"CHELLE V, IL Comm ss01 ionE , statexpires New York °n Expires Dece olk County tuber 16,20 �tq PAC-3574 SOUTH OF SUBJECT PREMISES: 1000.123.6-12.004 MILDRED H. GREGORY AND LIBER 8976 PAGE 312 DOROTHY H. DETTNER DATED 2/24181 TO RECORDED 3/20/81 JOSEPH D. POSILLICO, SR.AND ANGELA M. POSILLICO, HIS WIFE NO PROOF OF DEATH OF ANGELA POSILLICO JOSEPH D. POSILLICO ST. DIED 12115184 SUFFOLK JOSEPH D. POSILLICO, JR.AS EXECUTOR OF LIBER 9974 PAGE 226 THE EST. OF JOSEPH D. POSILLCO SR. DATED: 12120/85 TO RECORDED: 116/86 JOHN FICK AND MARIANNE FICK, HIS WIFE MARIANNE FICK PRE-DECEASED JOHN FICK JOHN FICK DIED 3110/01 SUFFOLK COUNTY#676P2001 WARREN FISK, AS EXECUTOR OF PAUL FICK LIBER 12151 PAGE 902 AKA JOHN FICK DATED 10/30/01 TO RECORDED: 11/8101 VINCENT CARVELLI AND DIANA HIS WIFE VINCENT CARVELLI AND DIANA HIS WIFE LIBER 12227 PAGE 155 TO DATED 10124102 VINCENT CARVELLIE AND DIANA HIS WIFE RECORDED 1212712002 AS TENANTS IN COMMON LAST DEED OF RECORD SWORN TO BEFORE ME THIS 25TH DAY PECO RACT, INC. OF JUNE, 2004 �-rti Cc. Q.� /J �Q BY: NOTARY JEANNAAS7tTT OFF E AGER MICHELLE VAIL Notary Public, State of New York No. 01VA4989798_Suffolk County Commission Expires December 16,20 Vy PAC-3574 WEST OF SUBJECT PREMISES: 1000-123.6-36.016 CAMP MINEOLA ROAD,A PRIVATE ROAD MILDRED H. GREGORY AND LIBER 8661 PAGE 544 DOROTHY H. DETTNER DATED 5120177 TO RECORDED: 7119179 RICHMOND S. CORWIN, JR. RICHMOND S. CORWIN, JR. LIBER 9250 PAGE 412 TO DATED: 914182 WEST END PROPERTIES ASSOCIATION RECORDED: 1014182 OF CAMP MINEOLA, INC. LAST DEED OF RECORD TO &Lt Jl�. A-� Da sw - MICHELLE VAIL Notary Public, State of New York No. O1VA4989798-Suffolk County Commission Expires December 16,20 fi'ESlDENCE METER PTT IN /� T[ 1 WATER LINE IN TCI'\,I'\/ y" �� TH (PR/ VA 1 L R�� / TE�.i riot[ Oa rA NO Mt TEh' r L SURVEY OF 1111 PCREORMC� Al M.-OCM'AL�� GEO`C'ICNCC 1p/?6/(X/ DFSCFcvBEnrE°PEkn" A m ; ,L. W4 TER VC. u °' 13MOM LOAM)'.AWJ sM MA IIl RlLK". TOWN OF SOU IHC>LD r RESIDENCE v _ LK - J JTrN. Y.O E Q). N;F HOMMEL\ S.C WA TER EL. M S 87` 27' W 95.25' M -f- E 71C) EL 7 - EL 7 p 7 I O Mn2F/N C4!fl90YH/M( 'd N0 SP SLIkUEYED FOR MARK STUFANO ACNE a PAUL INE ' TUFANO ROM R/W � N i ZONE AE \ \ \ F. F. EL. 725 TO WEST PROPO°.ED C-q - FINISHED GRADE EL. 701 CESSPOOLS ESIDENCEO INV EL. 8.6 c,IN EL S'.4 INV EL 3.3 d m' J _ I INV EL. 9.7 ZONING R40 N O� 1'rl W � I I 3 MIN. � GROUND WATER EL 2. 1 — nl ECE VA 7/CIN SOURCEPROVIDED "I V, SEPTIC TANK CESSPOOL SCDPW EAST END TORO MAPS PROPOGED N.T C/7 a a SEPTIC. LOT GEWLY LEVEL I I TANK TAX MAP N0. 700(7-723-Oii-12.005 RESIDENCE - � N,�F McMAHON SURVEYED 26 OCTOBER 2000 GARAGE \O SCALE 1"-20' PROPOSED I DW GUARANTEES INDICATED HERE ON SHALL RUN Z ONLY TO THE PERSON FOR WHOM THE SURVEY AREA— 74,772.7$0 SF WATER SERVIC I IS PREPARED, AND ON HIS BEHALF 70 THE y1 TITLE COMPANI; GOVERNMENTAL AGENCY, OR —f - Q I d5 40 r, LENDING INSTITUTION, IF LISTED HEREON, AND TU THE ASSIGNEES OF THE LENDING 1NS7/TUTION. 0.324 ACRES GUARANTEES ARE NOT TRANSFERABLE 70 ]1 PROPOSED T ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS RESIDENCE STBEDROOM I 3 I m UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TOH 1LE RESIDENCE in I A SURVEY 15 A 'ROLA LION OF SECTION 7109 OF 48' TO CES DOL ? I ® FIRST FL. THE N£W PORK STATE EDUCATION LAW. Z EL. 12.`f COPIES OF THIS SURVEY MAP NOT BEARING MARK =TUFANO PFi' _WATER -+Vl _ / R THE LAND SUF'VEl'C/R: EMBOSSED SEAL SHALL F'AUL)fJE STtIFA7JU 1 / NOT BE CONSIDEREE' TO BE A VALID TRUE I� 1 4.1 / COPY \ I I 1 05 OCT 03 SHOW PROPOSED RESIDENCE c� `UR�EYED BY' Ul 327 STANLEY 4 ISAK EN, JR. O PROPOi�ED f O WOOD EC f � P.O. BOX 2-94 L _' \ 2B' IV t as — EECK NEW `.UFFOLk". NT' 11 P-456 ' -56- JEL c, .i E/_ EQ4. EL ED F.b' l„ —r-- -� RAIL FENCE 92. 92 / / 4 cM P N 87° 27 E WELL / 1 7 _ U 'c L a D ','UR 'OR RC IOEN('E FE C(ALWIR LIC.' Nil. 45127_; END I!MY - ��' w l0' �F FDF' `�.C.LJ.H. `�.USE ONL Y D + i; N 'F FICK s 0.e' 8 NI_,TE . FICK I'' ANTICiPATINi: _ MON. WA TER IN'� I_TAL A TION ur_Ir- y 1 d GUARANTEES MKAIEO HERE ON SHALL RUN ONLY TO ME PERSON FOR WHOM ME MJRYEY Is PREPARED, AND EN MS BEHALF TO ME SURVEY OF nRE COMPANY GOVERNMENTAL AGENCY O°THEASTEESOFTHELEEJOH/NLENP/N°nON DESCRIBED PROPERTY GUARANTES APE NOT MOF SUBSEQU ID SITUATE ` -, - - - - 1 CUORAANNUTANALIF INSn N ICONS OR SUBSEQUENT OWNERS, MATTITUCK, TOWN OF SQUTHOI D :. . .. DNRDETIP DAL cRNOF SECTON OR AODInON TO ,s RESIDENCE SUFFOLK COUNTY; SURVEY Isa wota TE OFANOUFW DF METER PIT INSTALLED THE NEW YORK IM mucAnaN Lnw NO METER, ` WATER LINE INSTALLED TERRY PATH (PRIVATE RD ) TDECOPIES OF M/S 51/RUEY MAP NOT BEARTH NOT LANDBE SNRVEYORS QIDOSSED OECDSHgLL N°'eE°°Nsr°ERE° TO UE^ D muE SURVEYED FOR: MARK STUFANO OPY 0 F8, SC WATER SVC. PAULINE STUFANO FSSA'ON M+ O - RESIDENCE \ o (IT WATER SVC_ N/F HOMMEL (RESIDENCE) 1 GUARANTEED 10' JIIcu $ 8727OOW yj,Z Fj' MARK STUFANO nse EL s6 ¢ s \ PAULINE STUFANO EL s a ON _ TM# 1000-123-06-12 U05 O Co Z RESIDENCE N Lr C,\00 ZONED R40 S 3 WATER SERVICE TO THIS G o 0 HOUSE SERVICED FROM O LOT `'p 2<`^ OM ft/W WEST DF HOUSE O GENEP.ALLYID F { LEILEVEL m OI FLOOD 70NE DATA IS FROM THE FLOOD INSURANCE RATE MAP, PANEL 489 \ I O OF OLO MAP NUM OR 361RE IN 3 G IS OSEp, EFFECTIVE DATE MAY 6, 1998 22 D p ELEVAl1pNS SHOWN HEREDN ARE IN 1929 NGVp m PROP DRIVEWAY' DO -I O GARAGE \ 3 SANITARY OAT ST = SEPTIC TANK hl LP = LEACHING POOL z 27- S T EP EXPANSION TANK u ED 6.0' n U 4 0' n FO WATER ROPOSED PH PUKE srRmFEcs PH PROPOSED cn EL go' +/- 75 A � n (.1 3 BEDROOM 3 m FINISHED GRADE EL Y V) � z o � ED D - N RESIDENCE "' SEPTIC TANK O1/4' MIN LEECHING POOL WATER SERVICE n TEST PROPISM FIRT rL.A, 1 0' ti HOLE TL INV INV 1/8"/ET MIN O 0 EL 64 EL 6.1 Z / INV EL AD 35 1 EL 5 5 CD / 8 0' RESIDENCE TI \ o PROPOSED WOOD 0 CK 7. 48 i0 CESSPOOL R: v/ 36 0, 30 g F2' MiNUMUM ABOVE GROUND WATER, v I 10 GROUND WAFER EL L0 ST P LP P Z TT M 3 1 HEREBY CER➢FY THAI THE WATER SUPPLYPO AND THE SEWAGE DISPOSAL SYSTEMCD < Tom- LP I AND THOROUGHESTUDCT Y C DESIGNEO THE SDIL,BSITE, ANDUNDER GROUNDWATER DN BASED CONDITIONS N ALL CAREFUL5 AT DPR SEN, CONFORM TO THE SUFFOLN COUNTY DEPARIMEM OF HEALTH SERVICES Z I LP L / EP \ CDNSTP.0 ON STANOAR05 IN EFFECT - THIS DATE On \ Q 'GOTH FISC' P.E O a 1,45 HGRART AVN E / O souTHOLD, N Y ,1 \ N fi31-,fi5-2954 TEST HOLE DATA RP 6 TEST HOLE BY ELI EL Io Mc00NALD GEOSCIENCE, O RD' 2-RAIL FENCE w-DEcO6Nrn cM DONE ON 16/26/00 So, N 8T2T00'E 92.92' y. s n6 ORIGINAL GROUND EL 5.5 FOR SCDHS USE ONLY RESIDENCE rn I�IE c 1., �qT FCK F N p0Rs DROWN SANDY LOAM OL ,R4, W y Rs / �P cTsryF�0,9 6C, pN DROWN LOAMY SAND SM25 2. Iwo ^1s uPALE BROWN FINE SANG SPORD DO wATER (EL i 0) 1O mSURVEYED' 2fi OCTOBER 2000 G SURVEY UPDATED 4 DEC 03 O �_� SCALP 1"= 20' W EE i'- LL (P. y AREA = /4,112.750 SF. WATER IN PALE ONE SAND SP d � { 0324P ACRES � SURVEYED BY u; STANLEY J. ISAKSEN, JR o O :� , P.0 BOX 294 -�' i y NEW SUFFOLK N Y. 1 1956 65I-73 5835 LI SN SURVEY 1 8 MAR 04 ADD WATER LINE SERVICE, REV GRADES AND RCLCATE SANITARY YS I497 7.5 nnC91 7- I GUARANTEES PRACARJD HERE ON SNALL RUN I`II S/ SURVEY OF ONLY TO TGE PERSON FOR WHOM ME SURVEY / S PREPARED, ANO ON HIS BEHALF TO THE � AGE COMPANY, ON AGENCY DESCRIBED PROPER / I 1 LENOMG JUSTIN RUN. IF LISTED HEREGS AND NE. ARNMfDS£SICNSTRANSFERABLE NR� 7 SITUATE A°°IONALINSRENOT TG DGTONS °RS°BSE°°ENT OWNER= MATTITUCK, TOWN OF SOUTHOLD UNAUTHORIZED ALTERAnON OR AOOIPON N IVIS RESIDENCE suR VEY IS A WBLA DON BF SECDON 7z°9 OF METER PIT INSTALLED N.Y. 1HE NEW YUAN ETA IE EDUCA ROW LAW NO METER, WATER LINE INSTALLED TERRY PATH (PRIVATE RD ) COPIES OF NIS SURVEY MAP NOT BEARING ME LAND SURVEYORS EMBOSSED SEAL SHALL SURVEYED FOR: MARK STUFANO NOT BE CONSIDERED TO BE A VALID TRUE COPY FRS872 PAULINE STUFANO O B• 64 ATO O�Cy mPhi In II �H TJ ENCE oo . - _ Iti`,- nn t SC WATER SVCPOMMEL I GUARANTEED 70' (RESIDENCE) . ED � MFlRK STUFANO 95.25" GM ., '1' PAUIINE STUFANO 0- 58 0-E6 fly � EL firy '.TM(/ 1000-123-06-12.005 GEPTF^ CZOLED R90 RESIDENCE '^M_t ftF �T'- WATER SERVICE TO THIS W L"- w C. HOUSE SERVICED FROM CS oZ� LO J R/W WEST OF 10USE FLOOD ZONE DATA IS FROM THE FLOOD INSURANCE RATE MAP. PANEL 482 r 9�\ Q OF 1026, MAP NUMBER J6103C0482 C IS USED, EFFECTIVE DATE MAY 4, 1996 22 2• � ELEVATIONS SHOWN HEREON ARE IN 1929 NOVO � . DRIVEWAY UNDER GARAGE \ SANITARY DAP y CONSTRUCTION Q - 3 ST LEACHING TANK LP = TEACHING POOL _ 1 4 \ � CP E%PANSION LAND Z 272 51 U, O n 3 SUFFOLK COUNTY ; F A WATER LINE SERVICE n i O WOOD DECK n o EL 9 0' i/- 75' m W/RAILING 2_STORY `- m A ROODENCEME 3 �, / FINISHED GRADE EL 7' DO ? N A A GO m SEPTIC TANK GO WFLOGREL LEECHING POOL O 31, 1/4"'/FT MIN WATER SERVICE WDECDECK /FT MIN _ W/RAWNG EL 64 ELINV V 61INV INV 3 EL 55EL 50 RESIDENCE 1 WOOD DECK W/RAILING 7 MINUMUM ABOVE GROUND WATER 48' TO CESSPOOL 27 1' 360• 2ND LEVEL GROUND WATER EL 1 0 BE o O 3 1 HEREBY CERTIFY THAT THE WATER SUPPLYBC AND THE SEWAGE DISPOSAL SYSTEM(S) R1 "J� FOR THIS PROJECT WERE DE51GNED BY ME, UNDER MY DIRECTION BASED ON CAREFUL o SEPTIC LEACHING AND THOROUGH STUDY OF THE SOIL. SITE. AND GROUNDWATER CONOITIONS ALL LOTS m TANK 00 POOLS (S) AS PROPOSEq CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IN Z CONSTRUCTION STANDARDS EFFECT AS OF THIS DATE ~ Z n JOSEPH PSCHETTI. HE UI p 1725 HOBART AVENUE p O 3 SOUTHOLD, N Y 11971 Q N] 631-765-2954 CTL TEST HOLE DATA TEST HOLE BY EL sq EL so MODONALD GEOSCIENCE, EL 56 EL S5 SOUTHOLD, N Y FB — IB DONE ON 10/26/00 " ND TENGE N 87'27'00"E z-RAIL FENCE 92.92' W ,CORNER �N FOR SCDHS USE ONLY Ds S RESIDENCE ORIGINAL GROUND EL 5.5 ac 7y9T N/F FICK DAORS BROWN SANDY LOAM OL Fp SLO BROWN LOAMY SAND SM �N 00 25' 0 PALE BROWN FINE SAND SP 9.5' WATER (EL 1 O) SURVEYED. 26 OCTOBER 2000 SURVEY UPDATED 4 DEC 03 SCALE 1"= 20' AREA = 14,112 750 S F OR 0 324 ACRES WATER IN PALE FINE SAND SP SURVEYED BY STANLEY J ISAKSEN, JR. P.O. E30X 294 NEW SUFEOLK N.Y. 11956 ;NYS -73 5835 4 26 APR 05 ADD FIRST FLOOR ELEVATION h� 3. B MAR 05 FINAL SURVEY 11 2 4 OCT 04 LOCATE POURED CONC. FOUNDATION (EXTERNAL ONLY) NSED ND*277-1 L 6 MAR 04 ADD WATER LINE SERVICE, REV. GRADES AND RELCATE SANITARY. LIC O. 4 GUARq N1EE5110'.i£p HIRE NO,SHALL WON H.L IO ME PERSON FOR WOO" ME CURRY IS PREPARED, ANp ON HI£VENDEE 10 ME POP, COAIPDNC GOVERNMENTAL AGENCY SURVEY OF LENDING INSPNgON, IF LIS EEO HEREON, AND Tp PA A59GNEE.'NOT THF LE"°IN`E IN R°" DESCRIBED PROPERTY TVg ME ACC ARE N°i IS LANDI RIE i° DO°IRON', RPO.C°NS HE Sp°SELLUENT°WNFHS SITUATE UNAUMp1I(ED ALR P, N,aE SAW"'°" '° M6 RESIDENCE MATTITUCK, TOWN OF SOUTHOLD SURVEY IS A wSLATEN EN APON LAW, pr METER PIT INSTALLED ME NEW ,pRH STATE EOUGq RO"LAW NO METER' SUFFOLK COUNTY, N.Y. WATER LINE INSTALLED TERRY' PATH (PRIVATE RD )C°PI£5 E EH5 5UR✓£1'MAP N0i OARING NOT LANG CONSIDERED EMBOSSER OT SHALL NOT dE CONSIpERCp ip pC A ✓ALIO ]RUE COPY SURVEYED FOR: MARK STUFANO ' s c WAFER svc PAULINE STUFANO FPO >X SA ODX, m C_F RESIDENCE \ CR S.0 WATCIP SVC N/F HOMMEL (RESIDENCE) FO GUARANTEED To ON S 87'27'00"W 1 rD EL CO CL s s 95.25 cM MARK STUFANO ae7 � PAULINE STUFANO n cr N TM# 1000-123-06-12005 RESIDENCE N oa Z N O ZONED R40 WATER SERVICE TO THIS U' �,� `'07 3 HOUSE SERVICED FROM p c (.i R/W WEST OT IiXUBE O 2' ED (^\ CO FLOOD ZONA DATA IS MOM 103 FLOOD INSURANCE RATE EC MAP, PANEL qq2 t^ OF 1026 MAP NUMBER JG10dCOlffi C IS USED EFFECTIVE DATE MAY �, 199Li —22 6 ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD - m NO n GARAGE c` O 3 SANITARY oar ED I3' J Z Sr = SEPTIC TANK Z 31 2IUP LEACHING POOL C, O 6 D' — (1 - n EP = EXPANSION TANK 27.2' ✓ I( z C, r ED EL 9 0' F/– 7.5' LOCATE FIGURED y CONCRETE FOUN TON TO! oEXTERNAL wALI 5 ONLY FWISHED GRADE m - EL T On __ L9 SEPTIC TANK 0 WATER SERVICE O30 8' /1"/FT MIN LEECHING POOL -- O INV INV /e /FT MIN. Z EL 6 q EL 6 1 31 1,_A ' �., 3 INV INV RESIDENCE O —11.5 —71,5'— ''5 EL 55 EL 50 'S0'— n 98' TO CE551'OOL ov a _ cu ruorrvc 1 nwM n cs (ttv)ED 2' MINUMUM ABOVE GROUND WATER v GROUND WATER LL 1 0 r � Z CD3 I HEREBY CERTIFY FLAT THE WATER SUPPLY(S) ADD THE SEWAGE DISPOSAL SYSTEMIC) b OFOR THIS PROJECT WERE RESIGNED HY ME, UNDER MY DHECrION BASED ON CFlREFUL D AND THOROUGH STUDY OF THE SOIL SITE. AND GROUNDWATER CONDITIONS ALL L°TL AS PROPOCEO, CONFORM IO THE SIIFTOIX COUNTY DLPARTMCNr OF HEAL➢I SERVICES -H CONsrRucTloN STANDARDS IN EFFECT AS OF FMS DALE Z n N N JOSEPH DISCREET, P E 1745 HOBAIfI AVENUE O 3 SOI ITITOLD, NY 11971 O N sd1-755-4951 1 CSi HOLE OAIA TE AT HOLE BY sLfie 1 E LL SY o so MCDONALD GEOSCICNCE, m — — _ SOON TOLD, NY `M NR FErv�E N 8727'00"E 2-RAIL FENCE — — — — —�oRN�R M DONE ON 10/26/00 F as' 9292 FW r0 s RESIDENCE J ON ORIGINAL GROUND EL 5.5 FOR SGDHS USE ONLY �vr N/F FICK DORS( BROWN SANDY LOAM OF rs °c OF o P BROWN LOAMY SAND SM 25' PALE BROWN RRL SAND SP 45 waren TEL T D) G SURVEYED 26 OCTOBER 2000 SURVEY UPDATED 4 DEC 0.3 r SCALE I 0 2D' AREA = 1 112 750 SF OR WATER IN PALL FINE SAND SP 0 i24 ACRES SURVEYFD BY STANLEY J ISAKSEN, JR P.O. BOX 294 NEW S FFOLK N Y 11956 631 -7 4-583b _ n OCT on LOCATE PDuem rnNc FOUNDATION (rxr£remAL DrvLr) _ _ _ _ _ 1 s MAR 04 ADD WATER LINE IEROCC, REV CRANES AND RELCAFE SANUARY L ENSE w YS Lm. D 9 -1 GUARANTEE ARIPA/EO PERE ON SHALL RUN ONLY TO THE P£R50N FOR WHOM ]H£SURVEY 15 RRCPAREO, AND ON HIS BEHALF JO NE _ SURVEY OF HID GINSTY. OW IF CRIED AGENCY 1,I DESCRIBED PROPERTY TENTING ISIONFES /F ME HEREON AND �_� '._I TO THE LEES ARE OF ME LENOINB E TO NnON GUARIDNAl AR£NOT mAN5FERABLE W AOOI JIONAL INS]INnONS OR SUBSEPUENJ OWNERS ` � SITUATE ONAU/NSUAVTORIZEO ALSTRALON OR ATTIRON J0 1M5 RESIDENCE f�p� , I� ;- ` MATTITUCK, TOWN OF SOUTHOLD MENEISAVNLARS OT SFf NARTIONW OF METERS PIT INSTALLED SUFFOLK COUNTY, N.Y. ME NEW YORK srarE ETucAnON LAw WATER LINE INSTALLED TERRY PATH (PRIVATE RD ) COPIES W MI5 SURKY MAP NOT SEAL OC NEC LANG SORDPATTERAER IN V0 SEAL SHALL NET BE cONsm£re£T r0 BE a vnuT NINE SURVEYED FOR: MARK STUFANO OPT ", s.c WATER Svc. PAULINE STUFANO a _�Fp qaa OR, rn n II 9 i- RESIDENCE \ �� SC WATER SVC N/F HOMMEL GUARANfEEO TO (RESIDENCE) Fo FT MARK SI UFANG cM S 8T2T00"'W 95.25' EL 5 6 EL 57 I PAULINE 57UFANO EL 6P U 7M/( 1000-123-06-12005 RESIDENCE N ZONED R4O � WATER SERVICE ID 3 THIS W of w oZ HOUSE SERVICED FROM O `'o L^' NEW WEST OF HOUSE m vm\ W FLOOD ZONE DATA Is FROM rllE FLOOD INSURANCE RATE MAP. PANEL 483 O OF 1020 MAP NUMBER 36103CO482 G IS USED, EFFECTIVE DATE MAY 4, 1998 —222 cp ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD lL. On RD DRIVEWAY UNDER p GARAGE \ SANITARY DAP RD CONSTRUCTION 3 m _ — — _ 1 4, \ Z Si LETANK LP LEACHICHI NG POOL Z ]]2'-- s'I � CP = EXPANSION igplll O N SUFFOLK COUN Ca WATER LINE SERVICE n n F O WOOD DECK n z LL 9 D' + PC W/RAILING 7- 75' ITT 2-SIORY AS WOOD FRAME / ON RESIDENCE 3 m FINISHED GRADE 0) u HE 7 � � A 4 ON GO SEPTIC TANK O 31 1/9"'/R MIN. WATER SERVICE O WOOD DECK LEECHING POOL D W/RAILING INV INV IITI 1/8"/FT MIN O zj CL 6A EL 6.1 LI INV INV Z 20 C) 11 G 11 5 e 3 EI. 5 5 EL 5.0 RESIDENCE C) J, WOOD DECK �o WOOD DECK W/RAILING ^' W/RAILING - 4B' TO CESSPOOL n 27 1 36 0' LOS LEVEL 2' MINUMUM ABOVE GROUND WATER GROUDO ND WATER EL LO �_ RE Z O C) �+ HEREBY CEFTIEY THAT THE WATER By ME,(U AND THE SEWAGE DISPOSAL CAREFUL m O SEPTIC FOR THIS PROJECT WERE DESIGNED S BY MC, NNIJEF MY WATER CONDITIONS HATED ON CAREFUL ED- TANK LEACHING AND RD 05 ED, 5ND1' OF THE TOIL FOLK AND cYODEPAR T E TOFEALALL LOTS m l POOLS (S) AS PROPOSED. STANDARDS TO THE SUFFOLK THIS DEPARTMENT OF HEALTH TEENIEST y O CONSTRUCTION STANDARDS IN EFFECT AS OF THIS TATE., Z n Ul JOSEPH FISCHERI, PE O O 3 1725 HOBAT AVENUE SOUTH TOLD, A Y 11971 O N 631-765-2954 HOLE T94 EL Ea I TESTMADONALDYNOSCIENCE. cq 2-RAIL FENCE — F0 DONE ON 10 2fi 00 EN9 UHI. N 87'27'00"E rE coRNER cu 7 / r 92.92 s os' FOR SCDHS USE ONLY DRIGINAL GROUND EL 55 'R7rf RESIDENCE N/F FICK D0 SK, BROWN SANDY LpAM OL PP °n �In BROWN LOAMY SAND SM pl_ I E 0 0 25 `I `Il J rJ i PALE DROWN TWE SAND SP I ' a 45' WATER (EL 1 0) i C, _u n SURVEYED zs ocroDER zooO SURVEY UPDATED 4 DEC 03 Ul L1 AS � ell I-1 o ''..Ip 'ii-U SCALE 1"= 20' .'�vj S_, AREA = 14,1 12 750 OF b O U of IT �+ U 0 324 ACRES WATER IN PALE FINE SAND SP I, - O _i SURVEYED BY mY, STANLEY J ISAKSEN, JR ❑ € c 2� P 0 BOX 294 NEW LII=FOLK N.Y. 119 -5 G31 ,734 5835 i 3 B MAR 05 FINAL SURVEY II' T' 4. 4 OCT 04 LOCATE POURED CONS FOUNDATION (ExrERNAL ONLYy `//L EEN LAND SURVEYOR 1 3 MAR 04 ADD WATER LINE SERVICE, REV GRADES AND FIELDALE SANITARY N7"S L No 49273 0OC94 7— Il'-6,1 I,�11 44 -1O 2-2" „ 22'-6„ 22'-O" DO NOT PROCEED WITH II'-6" 9'-6" FRAMING UN' rVEY 6l, 'I 6° 0 U rHASBEEN APPROVED. 3 --- 4) ZXIO GIRDER -- -- F - — CONIC, PIER L 10" 6EL0,11 _______________________________________________________________ 6X16 — m — . ____ VENI _ __ ^. � _I. � , — � GRADE ua � L________________J W OPE — ` � _ -1L 1X10 GIRDER aeePes G =- - 0.. CI) � PLUMBIN rnlN 1a�1a"L Imu "- o ALL PLUMBING WASTE O O z �. _ '� i 8 WATER LINES WEED r X DIA. CONI PIER T STING BEFORE COVERING 1' 2 i� W/ '.4"xl2 GONG FFG BELOW GRADE 1=EIGHT TO 3E LOWER TO MATCH FLOOR HEIGHT, .a VERIFY IN FIELD ti it FLU BFRCER7IFUGATION I x E ,n N N L AD CONTENT 9EFOR -- C RTI ICATEOFOCGUPANCY --------------------- -- ------------- --- O ` , 13,_p, - � I SO4DERUSEDINWATER 1 � f � TEM CANNOT -- SUP-jPLY_ SYS_, -- - - -o- Iry i3/4_91/2 LVL m EXQEED2110OF1%LEAD. O 1 LV X6CJ 116 CC 1 — N co 1 a 611 _ *01 D ZONE-O MY WITH CHAPTER 46" , LOO DAM AGE'PREVENTION --------- ' —r o ul - ^UT OLD TOWN CODE. - ---- - , w m PPROVED AS NOTED ATE• B.P.x 'J 0— MIAMI G �. i7 BY: TI BUILDING DEPARTMENT AT 85.1 2 SAM TO 4 PM FOR THE - - ------- ---- - -- -------- ----______------ 'fL" N.gF ING INSPECTIONS: 1 '-- ---------------------------------------------------------- 'l E = a - -------------------------------- - - - - ED ,. -. CURED TWO REQUIRED 6-r---"1�� F CATION - - ry zxlo GIRDER H CONCRETE _ - --- - - H • FRAMING6 PLUMBING axi6 VENr -� NATION 6xl' VENT _____________\_ — 10 _ _____________X6 VENT___ .I DIA. COINO. PIER I, P - w/ za"ma" cowc FTG. `4 ° I -p UST ION 3' BELOW GRADE _ �-9 L _ O 4 8E COMPLETE FORTC.O.M jtlbu 6 4 � o GIRDER '- - - _ d. ALL CONSTRUCTION OFBRACED MEET OF N E 6 , -- - - -- -- ��__-- -_- -- - -- = REQUIREMENTS OFT EC �� 111 II11 ry a; O �_ -- �� _rJ YORK STATE. NOT RESPONSIBLE FOR I 2,-411 9'-411 2'-411 DESIGN N CONSTRUCTION ERRORS. 14'-0° 6" UNDERWRITERSCERTIFICAT6 44'-o11 REQUIRED Ela 0 IX OCC �� v `1'�, °�� ,• FOUNDATION FLAN OCCUPANCY 1 �,;'I , �I 1 '� LING & rcnrloN of USE IS UNLAWFUL 1 r/ NAILINREQUIIREDCTIONS \' WITHOUT CERTIFICATE OF OCCUPANCY ETAIN STORM WATER RUNOFF R=TOW UADIT-TaSEC7 OF HE TOWN CODE. ALL CONSTRUCTION SHALL PG. MEET THE REQUIREMENTS OF THE OF June 14, 2004 =CAL`- 10' 111 - 22'-O.. 305] /3052 [E 151-10 _1 J) (2) 1-1/4 L vL HEAD R � _ I O (Ile a p a - II' � O KITCHEN Q BEDROOM BATH J'— SII SON WALLTYFFX F.R. INC __ ON WALLS\\x CEILING I ® q r HEADER r - _-10'-2.. - - I — O FT-Iia LVL ) G� o l' O' S � ;I 3.0. ` - - 10'-I" �_ --- n� 1 -10' ., CEILING HE1GHr W TO EE DROPPED (4) 1-3/4X9-1/2 LVL 4EaDER �) L DIOWN 24" 9' HIGH 0 - CEILING _ GARAGE cLos°t-r - - - - - -- , _ _ 2-' lZ) b�10 - - - - - - - - _ DER �'N ,_ _xeDJ a,boc O O � (2J 2x10 - HE'DER r.,./ � - - - � HEADER - - - - - - - 7-10" �9 - — 23 -6" TRACKING FOR OVERHEAD DOOR 1 _ _ 1 J 45 MIWI ER. DR. 10'-8 ' GREAT ROOM 1 W/ I STEELO5NG U OPEN l HINGES i STEEL JAMB -n p ` I ry R)1-3/4X9.1/] LVL HEADER - - ------- �� TO -�\ ABOVE 0 DEN RAILING W�TERs BOTH SIDES OF STAIR GER (?_) T-I LVEL 3052 _ 3051 -- -- _ - _ (3) 2Y10 HFADER � -- - - - - -- - - el 2" _ 12'-1" ^, 12' I" (1.-2p' 14'-0" --- 44'-0" - - 115E ID 2Y6 HEADERS UNLESS OTHERWISE NOTED - I&T, FLOOR PLAN J �\ PG 2 of � � June 14, 2004 scale I/4" = 1'O" MH 58 O, -10" 8'-4" 3046 30463006 - �./ 243] A.C. 3046-2 { 0 - 0 14 .10" �'_6 r- ry 2x10 HEADER _ 1 — 0 - - ° v\O S o m v v BAH o� n S �< 6 = 11' 4" = BEDROOM x 9 HIG4i CIELING z _ �� ( �e O — V .30x30 i� 2p�_2n Is<y,SHTI 1II-� 2'-0^ LOFT ARCH WINDOW 70 MATCH ` - x WIDTH OF DBL. Hi WOW. K HEIGHT V-2", 4' RADIII5 y a . 0 n � 0 r II iy r m - RAILING W (2)7-I/1 LVL HEADER MEDIA ROOM Q N O I _ y N �^ 0 BEDROOM --- -- �j�6 x OPEN v EQUAL LEG ARCH W' r 14-4' 2'-4' ----- - TO �� 4�' RAwuS ARCH , 4'-ID" «/- LEGS p rz� zxe HEADER -- -- - � m _ BELOW �+ s 3046-2 U� 12) MIO HEADER 3046 3046 3046-2 3046 3046 ��-O� �� O" 61-2" _X 44'-0" HEADFRS LINLE55 OTHERWISE NOTED 2ND, FLOOR PLAN ul PG 3 OF June 14, 2004 SCALE I/4" I'O" NIH u' n �+p 12 m rc a� a 2XI0RR mI6bG I 30"30 I ISKYLIGFITI 12 ^_X@ RIDGE 5� 12 2X12 RIDGE 6 111111 G zxlnRR m15"nc 12 6/ ly .e U J� � 4 2+ e +ry 2 n J W L J7v O \9( ry 0 F _ rv� U 12 G� X 8� / 2)<8RR -1&"OG T { U fel n 'H � et 12 �2X4RR SFA o -16"00 ROOF LAYOUT �I I , 5GALE of � � June 14, 2004 ,/q" = I'0" MH Ls� N � ROOF MRH ASPHALT ROOFING � - G� FELT MIDERLAYMENT I- f 1/2" CDX SHEATHING2X12 RIDGE / VALLEY / HIP 2X10 RRa16"OC My 11S l7S 1' ;71 41S ill 176 47S !,! 174 17C SI4G 11l 47', ' 74 !1/ 2X8CJ 916"OC - R30 INSULATIONI 3' HIGH RAILING IN LOFT '✓IDIN SIDING TTVEK VAPOR BARRIER 1/2" SHEATHING 2X4 5TUDS -16"OC 3/4" SUBFLOOR RI3 INSULATION 9 - 2XIOFJ -16'bC 16°OC (2) 2XIO HEADER �� (3) 2Y10 HEADER- r 5/8" TYPE-X F.R. SYR ---W - /—� D(8 LED'sER ON WALLS sCEILING - WI FLASHING CONNECTED TO HOU5E W/ E3 0 U Q �� 0 r 1 0 I — - - -_ U) 112" DIA. [BOLTS m32"OO SILL 2x6 Pr PLATE TER SILL ITE SHIELD SILL GASKET F 0 0 0 � = =lll( IIII o 3/4° SIIBFLOOR fll�LL - 1 S 3 FOUNDATION d 2X8DJ alb"OG ALL l3l -3/4k9-IR LVL GIRDER ) DAMPPROCF . - ^ !4J 2X10 PT GIRDER yPG - 16"YB° GONG. FTG. 2X10FJ sib"00 � 10" DIA. LONG PIER STEEL R30 INSULATION - [n POST 2" CONC. SLAB W/ 24°XIZ° GONG. FTG. m SE ECTION II _ a� rr•„T rr� sLarP IM<•PER Fa TPIRIITO DRAIN ir-w '"'"`•°^'^, \ PLUMB_ING SCFIFM_ATIC RTs PG' SCALE Fj of 11 June 14, 2004 I/4" = I'O" MH G - - _ - - - _ LFH1l:l - 0 _ _ 0 IFE- lifllllfllilf - - I � ) A f - FF] 1 - I I = FEE FRONT ELEVATION FEE - Lu LH r[n]El REAR ELEVATION PG. � of �� June 14, 2004 scare 1/4" = I'O" MH LEFT c ti RIGHT �'' SCALE OF �� June 4, 2004 WINDOW / DOOR SCHEDULE EXPOSURE CATAGORY: C MEAN ROOF HEIGHT: 24'-6-E/2" LIVING SPACE (EXT. -WALLS DOORS / WINDOWS):___ EGRESS GING UNIT AREA MIN.D.P. MIN.D.P. -_ - WIND-BORNE- DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL MANUFACTURE CATALOGUE NUMBER DESCRIPTIONS.F. S.F. U-VALUE S F IST FL.QTY. 2ND.FL.QTY: ZONE 4 ZONE 5 UNIT D P NOTES I o - - - - - - FOR WALL OPENING ROTECTIODI OF120 MPH 3-SECOND WIND GUSIE ANDERSEN 3052 / DBL HUNG WDW 6.9 12.6 0.35 17.0 5 40 45 50 MUST USE WITH DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS ( MAXIMUM MEAPI ROOF HEIGHT. 35') ANDERSEN 3032 DBL.IIUNG WDW, 'LO 72 035 108 1 45 50 MUST USE WITH DESIGN PRESSURE UPGRADE TO MEET CODE REOIBREIAENTS ANDERSEN 2432 DBL.I IUNG WDW, 2.7 5.4 0.35 7.7 1 1 40 50 MUST USE WIDi DESIGN PRESSURE UPGRADE TO MEET CODE REQUIREMENTS ANDERSEN 3046 / DEC.HUNG WNW. 89 108 035 150 7 40 45 50 MUST USE WITH DESIGN PRESSURE UPGRADE TO MEET CODE REOIIIREMENTS- - - SHUTTER ASSEWLY ANDERSEN 30462 DBL HUNGWDW. 59 108 035 150 3 110 45 50 MUST USE WITH DESIGN-PRESSURE UPGRADE IO MEEI CODE RHQUTREMENTS NTS FOR PANEL SPANS - --- _- - - - - - - - 0 t d'D VVIDI= SPAN " N90M ARCH/ ARCH WDW./ 1.6 0.33 2.7 (1) 40 65 ANpEliSEN 3096 DBL IIUNG WOW. 5.9 0.35 151 S) 40 50 MUST USE WITH DESIGN-PRESSURE UPGRADE IO MEET CODE REQUIREMENTS 2]/32" APA SPAN-RATED 48/24SHEAT -ZING GRADF PI_fWOOD (OVh RLAP AROUND OPENINGS 4") ASSEMBLI: ANDERSEN T4X5'6 CUSTOM ARCH WDW, 21.0 0.33 22.7 1 35 65 ATTAGHNIG SIRUCTURAL PAGIEL` ABTEN ID BUILDING ---- - -- - - --- - - - - - -- - - - - (/10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL - WOOD SCREW @ 16" O.0 ANDERSEN PSH SLDG.DR. ] J 442 0.31 54.9 2 40 MUST USE WITH DESIGN-PRESSURE UPGRADE TO MIEEI CODE REQUIREMENTS ALTEPHAIIVL IASTNER FOR SHITIIER TO B'.IIIDING ANDERSEN P56 SLDG DI¢ 15.6 32.4 0.31 41.2 1 1 40 40 MUST USE WITI I DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS #10 TEE I1DTS ATIACHED TO BLDG. W/ #10 ( W/ WASHERS) MACHINE BOLT 5 12' O.0 19020T/ TRANSOM 4.8 0.56 5.4 40 75 THEkhIATRU 5308-S296-5308 1/0X6/8 SIDELIGHTS 20.0 017 210 10 65 3/0X6/8 ENTRY DR 5.2 0.35 6.7 40 75 LIVING SPACE_ (ROOF-WINDOWS): UNIT AREA MIN,D.P. MIN.D.P. MIN D.P. S.F. VEWX E CATALOGUE NUMBER DESCRIRTDESCRIPTIONU-\/ALUE IST PL QTY 2ND H. QTYZONES ZONE ZONES. UNIT0 P NOTES 1 302 SKYLIGHT 0.35 6.25 1 30 50 MUST USE WITH DESIGN-PRESSURE UPGRADE TD MEET CODE REQUIREMENTS 'I i *- MULIIPLE SECTION ASSEMBLY: 1/4" TrurK BOLTS U 2' OG STORAGE J GARAGE / MISC: - -_ - -_ SHUTTER ASSEMBLY GLAZING UNIT AREA MIN DP MIN OP S.FS.T. r M1IANUFA1TUItE CATALOGUE NUMBER DESCRIPTION - 1ST R 20 QTY 2ND R.QTY. UNIT D.P NOTES 9 I , NE4 2DNE5 �F- ANDERSEN 3046 DBL HUNG WDW, 10.8 15.0 1 40 50 MUST USE WITH DESIGNPRESSURE UPGRADE TO MEET CODE REQUIREMEN"1'S N.T.S I SPANS. I I I I FOR PANEL S . �� 1 "'I ' - ------ - -- - --- -- -- - - - - - - -- 4' OR WIDER SPAN THERMATRU 2/8x6/BENTRY DR, 55 17H 45 65 23/37' APA SPAN-FATED 48/24 SHEAIHING GRADE PLYWOOD I I (OVERLAP AROUND OPENINGS GADCO 7825 9/0)S/O OH DR 72.0 35 35 MUST USE WITH DESIGN PRESSURE UPGRADE TO MEET CODE REQUIREMENTS 2K4 STRONG-BACKS is 24" OC I II ASSEMBLY` ' I 1). PREASSEMBLE PLYWOOD TO 2x•�S TI) 10 (w/ WASHERS) GALVIPIIZED OR I STAINI ESS STEEL WOOD SCREW Th 12" OC ALTERNATIVE FOR OPENING PROTECTION 2) ATTACHING STRUC IURAL PANEL: LASTFFI TO BUILDING w/ TABLE 1609.1.4 X10 (w/ WASHERS) GALVINIZED OR STAINLESS STEFL WOOD kREW Cd i6" o.c. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Al TERHATIVE FASTI-IER hOR SHUTTER TO BUILDING � nnINOR 51'AL IL p1ECJIJ /)10 TEE PIUTS ATTACHED TO BLDG. vv/ jf10 ( W/ WASHERS) FASTNER PANEL SPANI 2FEET,PANEL 4FEET<PANEL 6FEET,PANEL MAC -ZINE BOLI a0 12" O.C. TYPE <2 FEET SPAN c4 FEET SPAN<6FEET SPFlN<BFEET \ 24/2"A 8 WOOD SCREWS 16 ifi 12 9 '- ----2-1/21/8 WOOD SCREWS ifi 18 1fi 12 E\ WOOD STRUCTURAL PAINELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMLM PANEL SPAN OF S FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMEFIT HARDWARE PROVIDED (REFER TO SECTION 160914, 16096.5 AND TABID 1609.1.4) - 1 Pte. June 14, 04 2050ALe I/4" = Ib" i"IH n � ® ��A PATHCOYr - AND - T' RUC70N"D--ETnA- IL ?RA--_W ING USE TRE FOLLOWING OR APPROVED CGNNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. BOLT -1ANlFArTpRES REGOHHBdpED INSTAOIN=TR4cTIONS TO LGHIEVF M?>CI`1JM UPLIFT T LOkD GAPAGIiY. ry J"MAX Vy KIILEMUTIS / T TSI I � A^DIA MAXIMUM �f :rPLEcr.1L �� _ _ �_, CLIMATIC 8, GEOGRAPHIC DESIGN CRITERIA � RArIrH ROUND wHND tletsNHc IEI)FIF1 ' sww eveEp uE51GN INE FUIOtT oEcnr n�GN UNutiEVAv69OJr N'pop FI0(T �� HEADER IDPO IMPHI CAT5GUBY �DBPTH RHNP R90111R® lIA2Aftp5� III „1 1 SLtl$ 1'0 SEVERE T MUOCRPIE SL141iT TU 9 �� = � \1 DEAVl' MOpGRATE is RAFTER V JAIK STUDS' �Il 10, iIIJ _I A�y ., IEraER TO BE wmRAFTER-TO-LEDGER CONNECT IOIwm� ��.,;�iERa -IEADER_Tn_pncTic _ ' TVI TI D rnnlNErTION DECK AND COVERED PORCH (NOTES: RIDGE-TO-RAFTER CONNECTION rwFlEhs¢E usv NUMpER oeccRlvnoN APvucaloow-- -uLAnoN u_P Nun+pLR orscRlPnoN APPucnrioN Dwk:.nC wr .arrl.a„uRa�n�rl �alr aL,I. nAca unr,=na ...hu�n�bzr LOCATDINUPNUMBER Df-SCRIPTIOIJ gPPLICAI'IUIJ Pei�' N TSF 1091 S1 HE FINUGPRAPPI VTOIiACHRAFTERIII-DfEF ALL OugNINGS LpT/\19 1411"xiL'2J,- Sl'RAP APPY Y OEhC11 aAWA STLIi] nll C`I1.`rsl anyc,e Jen.hnr:In M1epaly Wu ^m nlxnvi.e^,I -- - fJT.aR R.:LNIi - -�'- ROOF LTA2A I�2A ]99- 5TRAPIAPPI Y OVER RIBIGF TO GAC114PFTER lXi9 LG319 1Bga S.9PC H-1-11IAPPLVTU GALHRAFTERILCUGCR ALL OPENINGS RT3 UR RST TVpUWIA AIV CHIP APPIVTUCFCHCHIPPLESiUO '+),u'INv^bC IIlbe 9uLLUJor and oreCtoeaJ Vusl ur VlerwllM1 rva ne .antl rwls ' 1-i/y"SPACE �IY-Su"e , n nu 1129-IT. IxlrL.I-anJm3 I MINIMUM Pcsla su VVI"'ny1H,IV III b anvnm atlm inml111 111-Ind 111 dare„cele nmin9 eII—Ilam �n va'dn.-mny OIL nr nmlw�bwaab��anl��n. F000ngs sliau HANDRAILS ' arca � ,r v o dPmu I a V PAPER', " 1 J.1m U I I J,a _�� cI P== J "oI lab 'DIla ^Icl3 no (�� mdwu uw tls Lrtj. lblsm wl,nmmr9wmru"a HIL I IJA„p m 'I POST _ ni] vsal lC I Fav PLwIE �c( / rno PI rvTP �_ el Lr anrnPo mall oleo rr M1 3 C 1 I y Rip"Ed tlALU9IEN'o �� NII 1 kO AU,pNNo,I 11 1, U-E111 ELLTI J1111 NEEF 1,n,F1 yy -� � -444- Rlhbof-C,KJpIsr �/ 111 777 - LII - - - - tltltllll VIA STup WALL STUD �.; �' I • lLavuISU 1 ,o„masa daJ Ocl CA, ,ayl ,ml / OPBIJ BAW5IEF AIIACIIFfi IC WALL I J. HANDRAIL CONNECTIO^J R TER TO R_ T IcTUD CONNECTION RAFTER TO PLATE/STUD CONNECTION I -dCufloN a PNUN wrr+l NFs OISLICla— APPucrvT aN 'LLHAIJD^^Ls S�HALL'BE CONTINUOUS I =d- LPICT4 _ __ _ _ _ OF THE STAIRS rIIANDGRIP PORTION OFIAII rIANDRAl15 ICCATION IISPNIIMRFR DFSCRIPTIOM APPI(CATION - CONNE.TEIB. _ -EACH IED110BITTER PAF Er++/FLAIL RrIS rvpu nN ANCHOR !'cpmNECr wcPF =, „ ”, - -- NI'JECTIOIJ _ N-��h�.�N� SC$'IEI�@Ofl_IE 5 _ LC-S's THAN -uJ"NORMpacrHAN 4"IN A^-F"RAFIEEl NUB m-3lJ°L lFualropwlV AIVCIIGR CUNN BCI Ip POST-TO-DECK CO NNN HnI L Nor Rr (III SSSJ J'LrMFAA, ' II HCPFSHAL - —_-_ _ - PLA(ENYnLL sl=IHn s lap PLAI,ANLHU1 u.._MIND r-II I P:."AIrrI"sr LHE AND' r, pll PRe1PDFnNEDUI LENTGRIPPIN 'LR-A E IP11RnFTF-P NT 11 1 un".=oU T1'n \ Mnr4�P LUNNECTTC PUTEsra EACH EnI I (ROOF SVHEATIC IG' L __ u El cH evcrER N NIL _ -- _ IaInR nEscRIPTION o�N PaCI NOI cs �p$PFRT BLE99 LM1,- EC '"MAX IErJA MAXIMUM 1 OIRDEFeOTFAD oRvvtl' r'RAivilEJ 6. cIRDEfLHEADLI¢ l is 3 HM DeecRlPnow DTv I AcuvG 1voTc� ,(CHET PGRTICOLIIMIJ A Sul PLi4TC �l9VAI GO LOSE I�P T I IILL JVN\11, L El " RARER TO 9 NPLL 3ICCOMMON LITE Pr11LECWMN �I �� LEIUNG JOI ST 9'W/LL I Ail COMMON I FALL A I ITCEJJ..IL �CILIIJ�oIGTTG lV W PLTI' aIMUN E 16T FACt �. 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BIBLE, pNTND 3 I 'CLJBMON PER.xr$1 J y41L FLUSH JOISTS !^JIT("-'E IJ C ..'FIT PI \1 E TO DER roc oI I o oI T Fd C1%Iu.:^, vER AC F,L CEI LING JOIST TO BLDG. CONNECTION AHI_ IOIRTBGCN41TiEPFOPer l LET II Ili\oi ET10 ED XIIPPDRTIuINTO I -= DI511.1l / POOR SOIL IHE-A.DERlGIRDER-TO,POST CONINECTIOI`1 ENnIIToiemoc_Iamu Fam LtptiERIOpLCONNIicRp IO BI DO USING 1/2'DIA BOITNTIF UCWITH WASHERS LD OIV USPNUINRR DESCRIPTIOIN APPLICAINIPEA ANCHOR APR 0 (III YEA `I':d.Ta On=...,. II al OR AN=vl FAR==.a LPA41 LLL LIUSMLUS OAII I1N ul III TC AL C\^ f9R SHRINKAGE- GRAVEL L (IIREAMSIPAUfiFlORWEAGi ..,I/REAd ANCORAP?LVTCEACHPIERI O ED IFVFI AND UMPALT BY IIANp L L T =n�.Tvq LETL SAE .e C r DECK FRAMING: EIq^rllHr luc'Lp unpu' Fu cpl Ru nom ma AHap FwHMu / rUP PIrcE Ur Slobuf.AMn //�' F\b RRA FTJRF L JCII,T CE°CRIPTION Fly IIrnN; NOTE$_ / IiPPED OVER FIRST LORAN. /y/y e\\ FILL AS PER MANNA\ETUIYES INSTR2UCTIONS LOT TIN HER OE / CELE Or 51UINb RFIO1/1. pC-"IT- V _ SILL,ICP PLFOR OPEC ) IT T nr DFA LAC eD=rs w/wgsHFas Opp T J1=uT III SFT ID II-bL=IIIA pulpewp EvaH 1� Tor EF /BEp'O pLpL SIR OL III-III=III III, h „III-III- TC CI r ”" NL CAR. P L I<IIV.= E 1 W 1 F, INTjO T /] TO IOISI NNL J, F CpRINpIV BLOCKING I9 FAC TU ` _ A I 3 1 d C MIAL M-I=mo BLCCMNU ��' CONC. PIER FOOTING �� - -up oP PL, r c �� _, LE GLI s Rr EACH "y c yAtA RpoR FRAnIING .� ` T 1 --I MN Tor AR I` ' 'I• JOIST _NA 2x Iplsrs V eI co s =Ten:. Fem Nr=_ . S 4 -'-, w1=1 uM Laser ER " mL� � �_T / ,I IN ACCORDANCE WIIRI LCIlOIJ 19111 OENYS RESIDENTIAL LURE THII$CEBIGN CONCRETE -OCIING -SdIOIrIMCN TUREAM 'DR OIL / ' v-DO, - - _ j EUAUI=S.".THT INT PIT or TI IE LppE:up HUL r:a u:I^.L crl uLm is I Y BLpcKING FOR n LEAbTmEPaunrAENTnv RURABR.m^M1DEFFECTmENLS. 1-1 A', nADD II T PII SND Mli JCI.1 HANDED a dILLINDN LAG301TS ^ v ,) ,<ESLRBED IN HELUpE T HOIST SCUT FIL THE DIVISION OF CODE ENroaCLnnEN ANp ADMINISTRATIONS FINDS TIHISPRUnN BnND lnl;l lo. •re LC•"'C, PCR LOT L / RIM JOIETIED' ACCEPTABLE FOR USE INNVSBASED UPON ICBG EVA(SALION$FRCCC,REPCNI SI_L I IRTVF FLPTL rOOT SPLICED JOISTS OVER HEADER/GIRDER. En-su=A1DUURUECTTL`T'I ElnpUIS THEREIN DECK POST FTG rnNNJEI-TION �� PFngpF nl U1111,= TAIIIV InI4Tt TH^T APE V'Ir=n ANp IOCATI II UBP IVUMBNi pEBCFIP ION APPLIGATIOM Iti iA DECK/PORCH LEDGER CONNECTION USE wTH DT TVpp Nw ANCHORS nrI POST PAUI CIN.WE" POSI r BE IT APPI V TO EACH FOOTING � C5 POBT PAIIfn OR PJESF POST/BEAR ANCHOR APPLY TO EACH(OUTING Prs SCALE 14; 2004 114" _ 1'0" 1 MN USE THE FOLLOWING APPROVED USP METACONNECTORS� R �OP R WINE)�CONNECTION G�� STR�TION�®p�ONST CONSTRUCTION IDETAIL T" 'I�NSTALLATION N® rAv�RN�� MAXIMUM UPLIFT LOAD GAPAGITY. .��. IKINGSTWs ENDWALL RAFTER (] CRIPPLE STUD RIDGE HEADER BpITOM RAT, F- Fl sm6wnLL ) ��. . ,. LEOGER — t aglxruR oou.1c JOIST JAf]<ITUD6 - �. RAFTEIF --- __ - I F1 ouR usP lvuMBElR nrscRIP IDN nrrucanON 1sT Goss H°Inp<lwN coN NFC3TD1 SWGHDF ILL LORNPRs — - nNCHOR rn FouNpnrION NII ANCHOR BOLTS r,ONNCvi °1$IOC OF ALL C°RNFROUF °Cr1TION LI6P NON pESCRIPTI°N APPLICATION OLATION OSP NUMRF.k DESCHIPTI6N�- APPLICATION '00 WIN _ ,. BOTH BOi LATE 4 l GF 2ND FLOOR AND T N( AU65 °P ANCHOR PLA ALL _ _ _ TEF OF0EACpOIDERVHCTTHROD R OPENING` LslAl2 -I/.1'x12'/pya 4lFAP gPPLV rOEACH JACI(3 UD ROOF IST2n LpIY?1":6ro STRAP pPPL1'l V - - RnR6RL12E OSP NWnRErt UESCCrIPTI°N —PPpLP-- BATH T°HAVE AFOR diEFI ODI2 JOISTSI S �_�� J O ER RIGGE TD EACIIRAP rE CATION IN DEIt F TO I.I.AIJOLD 4UPP �� — � T SUPPORT EAGH WALL RUNNINGPARALLFL WITH T LE FI UR ORT IIIE FL°DF610 EACH OIf LER V1I THREADED IYD� ALI OPCNINGS r1L5 prt RT/ TYpOWN AN APPLY TO CACfI CRIPPI F-STOP 2xG2xP Lib 19pa SLOPE HAIVGIEIi AVPLV TU EACH RACTFRI LGpG�- _ 2%16 G21U ttlrn E- RJ VI DRELTION WITH(VLOh�'14 UNDER WALL _ ILL—L __ I LGI F.HANGER APPLY TO RACH RpFTERIIEDGFR FOR AOISTNUtpIRFCTIV ONOJI PARFlLLEL WgILs,Pre°VIC1E WALL FTOD -� __ ____ BLGCI(ING X2.1"DG METAL 3'I RAP _ \\ /FNTS S[LEf,T'A ASIA LULArEn By comTRAcroR HUGE RIMBCAAD —. {_'L CRICKET AT TOP SIDE OF \ CHI MI "THAT El CHANNEL f SILL PI ATC($) PAL IR-- 1 A ASHEOUIRED �/ WALL-HRATING RAFTERS IUAINTAIN FOUNDATION 610EWgLL FLASHING VENTILATION TOP PLATE � . VVOOO,DIST FINISH WALL AND InOISRIRG _ BI°CI(IIV6 $TAPPING IDBnOW/DIIfEOT°WALL 6TUST'IO., BARRIER 70 LAP FLASHING A 2x{LC-DGER BI COKING --+1 AND ALL WINppW/Op°F°PENINL JACK 6TOU4 f ATWALL-MAINTAIN GAP �� ATTLC GHAI hi LEDGER FI NOT JOI6TDEPT_I OSP IVUPdBEC pL".GRIPII°IV --FDA ICA I DID ��V 9ETWFENWAILFINLHAND LICE PRGVIBEp IN1THq SOFFH INfiTALLgp"U.c gOOFIIVG TO AVOID SOAKING LNAILSIUp MINIWOM NCt FREE.VEIJTILATING AkFA ,J 9"-R' L6T�ill9'W4"2pya STRAP ,VJp.IgLl(sTpDS' V EJ TIFICPACE VhNTILgTEDEALL ARENINI- AL GUTTER WUOp GIRDER -- ON ALL OPENINGS PROVIDE I WINGED FLAT AT SHALL ICE col/Elxfp WITH cS. okCl°$ION- CONTINLSOFFIT/Fl.'1 EP19W000 NSTALL ID"OC � � v HI ASKING To FORM CI IANNEL - _ RESISTANT METAL MESH WITH MESH 1 13CA3$ r.�W ' itie 3tSAPANO JACK STUDS -a,� �. AND oO ASTOMAINTAINAIALOIAN BESCRIVTIWN gFFLICgTION OeENIFIG4 OF'q INC111N pIMF.N610NONALL OPENINGS i ---_Gq ! wsrnuNe"oc v ., _ asrioti l=REVENrrnILLA e 6 RAF'CBB Rnn J comrvr_cr To SOFFITED EAVE RY m In .1Iy, np°wIN alacpDRAEACH RAFTER 4 Ifi LSTA66 u36" Ieye STRAP qNp JACK 6l UD6 �\ \ B 52'Rgr-TER qTx eONNECI TO I ROOF VENTILATION / PROVIDE 01 PICKING BETWEEN JOISTS TENT ARE SPICED AND _ ON ALL°PENINGs �� I �i llA v20ga TVp°WIpI ANCHOR OVER LEAFINGTWEEN JOISTS HATARF — \, KEEP ROOFING NAILS UUT EACH PAD Ert NO FLOOR WALL �\ °F FLASKINGEAGLES . � III �— � \ ROOFINe LAPS BASE I __ JII III II` TED EAVE DETAIL � FLASHINL INCHES RAFTER it BA RAFTER CORNERS, EXTENDS FEES AN. AT r / i� I MATERIAL AS ROOFING \ y SIDES F INOHC6 ANp LAPS --- _ ". sNINGLCS AT BASO MIN AINCHES _ THROUNAILEDGH H $HCA rIiING D THRCUGFI VONT }� �� p �, wppD Jp1ST �II-i� {JLY�� /-1S �OY�G6 TOP PLATE 141 FLOORWALL fiTAPPINC.T°BEMTACHFO TOWALI STUD CKST'-06"OC �,'/ T GIRCCRMEACHE AND ALL WINUI]WIDOOR°PENINGJACK STOD9 METAL RA_HHIP AT ALL EAVE5 SIOEWALL3 111 \ FL°DRJOI6T DEPTH U6PNOMBER OESLRIPTI°N ( APPLICATION ANo rzAKEs PROVIDE HETI-Im EDGE- So WALL 6Tll0 �C J n _ 1 IIV wopouolsT— �� N$C ACKL- r CUFTCHS A AS TO FORM DRAINAGE CHAHNELc AND 1- LSTA36 1-019"x3G"1Iya.5TttAP ANUJ SilL6 PREVENT GAFILL4Rl"AGIICN _ �ON nll OP 'INGfi LOCATION USPNWLIBFP OE$CRIPTION -- B- - -- - I - _ IGgTI°N c ITALL W.I - RAITEf - PREMANUFACTUREDKEEPoFEATHINGMIN 1- MPL u MSTAAIl 1-11.1"vq B' 169a.STRAP AND NCI(srUrls PAr-IEq/PLATE RT I6 T1J1OWhl ANCHOR LONNET.Pf AT rtIOGE VENT FOLD 4 1/2 AILJ°IS'CSf.GNNECTCO TOgFL Us11 HEAOFk TO BE SUPPORTED LVITH � A P(ATF. CONFO MI TO FROM PEAK TO AI LOW FREE °N All O-FRINGS CONNECT WCR J c°NFORDGE OI OPE AIR PA.SAGE II IF PROPER STEEL C°IVNECtOR PLAIE,TWALL sPTHq STUBPLATEaNUiOryt IF ABLF3ET FIRJUIS F3 APRO% IYe"IIIGHI31R THAN I VL I IEAOFI2$ PLATESID EACH STUD OF 130°= T°%LLOW FOR SHRINIBACH BRFUUCE BLIMP°LITS °RI SILL PIATE �� r TERMITE SIIIEI D � : j4vp1x1 �L SILL GA6KF'IT A - TOP CONC FOUNDAiIOV LDNC SLAB ,rl�`�' ) pANIPPROOF E%TERIDR 6MIL FGLY / x R 3 OASEET NE WOOD JCIA- 6MILPOLY°NE%TERIOR GRANULAR FILL - � l{T;E' . OA6KLT V eTEF1 cuLVMlu- caw 1nWDy= Wooc PI Ar EOL CG Toe EEL 6EAn WITH CCAS,SLAB R 9 A _ - A _ I/? DL.- 6oL i e qg c c $FAG FDOFJACK _ / 4 .� COMPACT FILLTEL EEAI1 �" hEVWAY PoOTING J^� COIVC FTG Isla A F / R°ONNG L4P6 � \\ 5 x iv g 6TbEL /� i'� HAG(IINEAI FOP ADD 501 LOO PLA lE GI /HEIINFORGING BAR µ w ANCHOR 80LT CONNECTION USE WITFFI axa aGL,ARE wnsflrrs S SANOTDP - wlnlv2 a Aucdor. EOLT (USiP L$P5511 GR BPGE3) _ �� T I _J � �� _ GRGII Ii DRAIN THE . Op J S PIPURTION SJH"DIAANLH W:B - I/ LWWALLa0TTOMPLA`DrTOROUNDVVFJ3N NCHOR EOL-CDNNE'TIDN sOHNI)ATING MA%I�S�$PAGING FI ASWHY LAPS \ �� 3" STEEL COLUND ILT PLATT TO FOUNDATION ROOFING AT BOTTOM \ _ -� LIO KIPLI WL SPnCCORFGNSUATONL T°� 72 DO N _ "�"� TYPICAL SUNG FOUNDATION APPLY PLASTERS IL! PLATE IC FOWIDAIIGIV ' \ WHEHENEEDE°FOR 6tRUCTURAL URACING IMIV 3'FTECL COLUMN ANCHGRED TO?I'x2A'Y12 CONC I-UG TORIES 36'°C �' \ TYPICAL BEAM DETAIL \VJ�L rJ=AC�JELLY �DONI x__ J- STEEL / BOTTOM BEARING ISL4B-ON-GIWDE� 12STORIES s]'Oc ROOF JACKS 4 VENTS DETAIL CDNC SLAB —.--- __ 6%61BI1UMPACT DID DOER FRAMEr1 Q CO <)Bp GAR.IGC HT` L PJ %6 —�L� III�SIII' � —� rOR BLDCI.OU P.1 m nTE SLAB �- /�i wE Nxm wnrc ° 6LDF'c sTrl�iCAMT Ia� AT ND AND E S pRIvpLAY i ) aL GRAPE --- AT END AND '� A' V'1/2 INDOOR JOIST AIVp ACIJUST HEIGI IT T l G /" ,mLS DF nropD ) 1= MITH nrvnIUNGPIn EIF NErDEDI L s _ 6XCWW1'n - 6`AIAS ��5 ' IO BE AFFIX V2'UR HIGHER HAIV . IMIV - s rFL BEAM TO Al ObV FOR FHRPIIWG -(IIT—^ �' I L fIJIL1 =A Y F 'REINFORCING BAR n_1 Ate / 0. A 11-IS IPRD\/pF STIfAPPING T01<ECPJOI6T6A IGN FJ) G R J , 4 "L� NDTGIi SCAM FDR MlIO61LL IFIPREpUIk�MAXIMOM c ILII-Ht CJ ��gCpd I' DRAIN TILE —� `. •< —kEINFORCINO IIAH NORH LOLIALS 1b DEPTH DG EBEAM T _p�--FUSEL GUR Fl C �,�A" 12 _" SHEET Mn'4119IIM FELT UNperaBEAM ATPUwr �OI$T OF mVTAC.r uvITH CONCRETE OR CON. $LACK `- TYPICAI °°NO M°N°LILIGFOUNDAHUN RPINFOHCEWTH(21�REINFOF2CIIV6BAL9 -STC L BERM TIIIGI<FI SL BS BENE TH°E/iRING WALLS nIVp COLUMNS 'FIN'S TT LEVEL BE - �� REINFORCE TOOTNG WIR1 R)i REINFORLINGBAk4 �a PLL ELBOLTEL T°BCAM -- —�— MINIMUM BEARING CKsuer-nw'POR w°Gn BEAM GARAGE DDDR BL UT x BEAM POGKE7 PG � 0 of June 14, 2004 1scaLE I/4" I'O" MW WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS:- - 1). Irk j/(� Oil common hal q OCCUPANCY INSCLASSIFICATION _ - RESIDENT 51 �^'^ �' `� �� 1).RIDGE TO-RAFTER ASSEMBLY ROOF FRAMING: GENTIAL ! - - - - 1 'IS a 20 gauge strap shall hr allachrd m each parr of mgrm'n arroNancc to labia fl 1 JOINT DESCRIPTION MAIL NAIL NOTES 3WLDI^hG d5C _-_ - IAL DWELLING Whea a caller[e's used n leu ala ndge strap the number of 1 s re u red 4Oad SrEAC H BUILDING HEIGHT 25-6" _ o p NOTES:____ ` p n each end of the collar to need not exceed the lebr lmod number of Bit nails In the arm, RAF'nER'f0 8'WALL J er COMMON EACH CONSTRUCTION NO Y ES: TOP PLATE 10"'MALL:4-6d COMMON RAFTER TOENAILOTAL 50. FT. OF GOhSTRUGTIOIJ_- LNIN@ SPACE- 2800 SO, GARAG-E SPAC=, 30E 5 F. 1) The ebubrlalron will Nis set of mallbbchon documents is related to basic design 2) RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8 WALL A-8d COMMON EACH intto,ent and Fromm details The are intended as a consUUUlon aid,not a substitute Lateral framing and shear wall Awmmte 1d__m rafter,telling or truas to top plate shall hem TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIA'_E CONSTRUCT CODE AND g Y TO TOP PLATE 1D'WALL -0-Pd COMMON .IDIST _ _ _ _ Statgenerally accepted good budding practice and Responsible with current New Voila wortses s[o be 33 When a mallto truss da not fell m line wdh studs below,rafters _ 1995 SPE HIGH WIND EDITION WOOD SECTION AND -E FRA `I`NU'i Sceleratongcodos The GeneralContractor Gocmna professionally fluchdmgstcluard or Pusses shallbe atawith spirit connections Newall ectionp Rplate oofs verhawall[the coeshallide be of cM1etl to DUNPARALLEL O JO IST RAFTER AS PER TABLE PC EACH FACE FRAMING- ELEMENT5 A5VPERNIES PLANS CROSS SF_GTION AND L-ENERAI_ NOTES ^ _ acceleration Jetath and procedures to ensure a professonally Cashed,slmcWrally the to the wall stud obit uplift connections Roots overha With the lake side of the budding _PARALLEL RAFTER WFCM-SDC LAP __NAIL sound and a weatherproof completer!product shall be nonneGec'mith Uplift wnnedions a accordance with fable 3 Sc CEILING JOIST LAPS AS PER TABLE 3] EACH FACE EXT. BALCONIES o0 OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2.The General Contractor is responsible for ensures Nat all work and construction 3) WALL-TO-WALL ASSEMBLY GF_ I COLLAR TIE AS PER TABLE 34 EACH FACE ATTC5 w/o STORAIn meets cureml federal,state,county and]tire]codes,ordinances and regulations,etc Wall studs above and studs below a floor level shall he attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w( STORAGE 20 These codes are ID be considered as part of the specifcoha re for this building and accordance with table 3 3h.When wall studs above do not fall m line with surds below,the --- DESIGN LOAD C-LCULAT ONE should be adhered to even if In vananne Mth the plan studs shall be attached to D common member in the floor assembly with upb It conneclre In BLOCKING EACI I TOE ROOF (GRGUND SNOW LOAD) 45 accordance with table]3 TO RAFTER 2-Br COMMON END NAIL (LIVE LOADS PSE, ROOMS !OTHER THAN SLEEPIPIG--) 40 3) Dimensions shall take precedent over soared drawings 4) N/ALL.455EMBLV TO FOUNDATION RIM BOARD 2-I&II COMMON EACH JAIL ROOMS (SLFEPING] 30 (DO NOT SCALE DRAWINGS) END First wall studs shell be connected to the xond:rtmn,sill plate,or bottom plate wrlh uplift 4) STAIRS 40 f 4) The designer has not been suffered for Conslruchon smpervrsi0n and assumes no connectors Steel straps shall have a mlmmum embedment of]Inches In concrete WALL FRAMING: - - _ GAORDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor orepnnwbdlly for foundation and slabon-grade,15 orches m masonry block bumblebees,or lapped order - cans[mon meNAIL ans,methodshni ,tecques,sequences,or procedures,or for safely the plate Intl nailed a accordance wine table 3 3b When steel straps are lapped under the .IOIN'n DESCRIPTION ply SPACING NOTES EXPOSURE CATAGOLY_ _ -_ _ - _,- - -_ C proraulare and programs In conneclien with the work Thera are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts Anchor'unitLOAD PATH SEE CONSTRUCTION ANDOIND PATH CONNECTION operatic use expressed or implied In the use of these plans spacing is to be spaced and sized in accordance to table JXa.In addition to spacing, TOP PLATE TO PEP. FACE NAIL 2-11Gd COMMON (ROOF - FOBNDATTAI_IGN) DEPAGE i G-ENERAL NOTE PAGE anchor balls are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT .SEE NOTE'i 5) Bear to the Window and Door schedule 11Gd COMMON for exterior openings tamers TOP PLATES AT JOINTS FACE PAIL_IN§r SCHEDULE _ _- -_- - SEE GENERAL IJOTC-- PAGE INTERSECTIONS 4- EA SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE _ 6) The General Contractor is la ensure that masonry or prefabracled(replaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUDTO 24" FACE Sym. Type I extant shear walls vnlh D minimum of]fi Finish mch wood structural bel oa the.alone, 2-IBit COMMON FIRE PROTECTION SEE FLOOR PLANS or exceeds manufactures specifications and applicable Codes. YP PD STUD 0 C NAIL (5MOKE s CO2 DETECTORS) ahecherl with Rd common nails at S' .,a at the panel edges and 12"o a o Ne Held,and - HEADER TO 1G"0 D FACE ]) The General C0n[rac[ons to cmuult with the..,or for all buil[-m nems 112 Inch gypsurtr wallboard on the mleri0r atlacnetl with 5r1 cooler nails at]"o c.al panel HEADER iNd COMMON ALONG EDGES NAIL TR45S DESIGN _—__ _ _ NIA - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelvmg,pastry,closets,tams,etc edges cold 10"o c in the field shall cant accordance With the length ha muemenie eperindd —_— Inlable815n-b TOP OR BOTTOM 2-lmd COMMON PER 2,4 STUD END ENERGY CALCULATIONS RESDHEGK 3.5 RELEASE 8) ''Mind load requirements shall be taken into account during construction PLATE TO STUD 3-Sud COMMON PER 2x6 STUD NAIL 0 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS' BOTTOM PLATE iD: FOUNDATION NOTES: Type 11 eMeuor shemwalls shall meet the requirements of table 315a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-flbd COMMON PER FACE NAIL 1) 'r�eGeneralGDntradmrandMasonbDreviewplana,elevatlans,detmleabtlboleatD 1.ngNadluslmentfaclommtable3l6 FOOT GEENDTE ,,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA END JOIST OR BLOCKING determine intended Latghte cffuushed fieogs)abuys typical grade ]) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: _ ___ ____ GROUND WIND 5ESM46 FROST WINTER YCESH4EL0 2) All fnnhngs toresb on a rdetwbed(vrrge)..It Allowable sidewall lengths provided in[able 314 shall be permitted to be erreaaedepain NAIL NAIL SNOW SPEED DESIGN WEATHERING LONE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD mtenorshearxallsare used Sheathing and cann.chem shall e=.m accordance with JOINTDESCRIPTION OF SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMIP. REQUIRED HAZARDS 3) Provide i/2"expansion joint matenal between concrete slabs and abutting 2442and 22Arespectwdy ,101ST TD PER TOE MODERATE SLIGH4 TQ A-Br COMMON A6 UBS. 120 B SEVERE 3 FT. 11 NONE concrete or masonry walls occuring in extenor Or unheated interior areas e).CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL TO HRAW MODERATE 4 An new concrete walls burn Lathed to existing oncrem elnslure shall Header career girder dbnnections shall be attached wdh uplift connections in accordance BRIDGING EACH TOE 2-ed COMMON Y 9- 9c wrNlabla35 Window sill _To,DIN END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: be Installed With ffd re-bar,18"long a[12"ora Use approved epoxy for ins[allahon 35 BLOCKING EACH TOE 2 -Dd COMMON G) Unless oNerw as,noted,all slabs on grade.In be 2500 p s I Concrete to be 9) CATHEDRAL CEILING ASSEMBLY TO JOIST _ EIVp NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES poured on 4 inch thick and or gravel fill with 6x6 wine mesh reinforcing Interior slabs Where a ridge is to be used as a structural beam,the rafters chall.,that be notched and BLOCKING TO EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3-16d COMMON i t0 be minimum 3-112 mch th1G< anchored on top of the beam or slope connectors shall be attached to each tarter-m-ndge � SILL OR TOP PLATE BLOCK NAIL 4'r'EPoMETER EDGE ZONE ed COMMON @ 6'O C ed COMMON @ 6"O C SEE NOTES'1,3 8).Crawl spaces to be provided withammimum iD"x2A"access opening Install one along the open cetlmg parte(the building Connecmgns to the ndge antl wall shall be be LEDGER STRIP 3-1Gd COMMON EACH FACE INTERIOR 20NE ed COMMON(d_ Bid COMMON SEE NOTES 1 (BOTH FIELDS) 8x16 cast Iron Liberation vent for every i5D sq K of area attached wdh the above requirements TO BEAM 3 flit COMMON JOIST — NAIL — n NOTE 2 FOR PANEL FIELD DECK AND COVERED PORCH NOTES. JOIST TONLEDGER — PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS Bit COMMON r TOC. BI COMMON C4"OC SEENOTE51,, BEAr ]).Development exterior of foundation with bituminous coating as per section R406 of co -_ N.YS Residential Construction Code.A6-ell polyebhylenefilm shall beapplied over 1) Unleso otherwisenmeq at frummg mat Deal 1.be#1 ACD pressure treated lumber BAND JOIST a-16tl COMMON PER END NOTES the below grade portion of exterior walls prior to backfilling- All fasteners,hangers and anchors to be galemzed or stainless steel TD JGIST JOIST NAIL BANG JOIST TO PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED 10 IF MENTIONED IN SCHEDULE NOTES ONLY 8) Drainage as pereection R405 of NY 5 Residential Construction Code 2) Girders for deck joists to be INDlted to each post with washers suit nuts. 2-iGd COMMON -o- o I SILL OR TOP PLATE LWT SEE NOTE 1 FRAMING NOTES Gird ess on concrete Fliers shall be anchored with proper steel connectors anchored SHEATHING: --- 1) Formdf sheathing withtnAfeet of the perimeter alga of bheroo[mcludu.g4 Feel on each side ofthe .of peak, into concrete with a minimum 1/2"tlia x T'long anchor bolt wird washers and nuts ROOF SHEATHING: the 4 foot perimeter edge zone orients is required shall be used i) All flaming techniques and methods as pnescnptive design of 1995 SBC High Wind 3).Posts suffering girders shall be anchored to a 12"x12"x12"thi all concrete fooling JOINT DESCRIPTION OTY SPACING 2) Tabulater112makes nail spacing assumes sheathing attached bo ratter I truss framing members wile G>049 EdAmn Wood Framing C.mimmction Manual Use a minimum 1/2 tlia x I"long anchor bolt with washers and nuts Fooll Shall be 3 it �� For framing members with<042<G<d 49,the nail spacing sho11 be reduced to 6Inches a c below grade Porches with covered roofs shall have 12"die concrete piens for the guders STRUCTURAL PANEL ed AS IPER TABLE 3 8I 2) Unless damease noted,all framing and structural wood material to be#2+BTR WFCM-SBC 3) Tabulated 4 inch 0 c nail spacing assumes sheathing In rafter/three framing members with G>0 49 For Douglas Fir 4) Deck jmels ID have blocking at BY me CEILING SHEATHING: Iraming members with 0 42<G<D 49,the nmlepazmgshall be reduced to 3 inches D c 3).Floors,walls,ceilings and rafters ID be spaced al 16 orches o.c unless noted 5) A meimbm of 10 inch flashing shall be irafte led between the bwldmg and ledger JOINT DESCRIPTIOIN NAIL NAIL Dmerrviae Ledgers be fastened to building win i/2"ilia bolls wdh washers a Rd OLD aTv _ SPAcwG WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Unless otherrvise notetl,all bearing wall headers to he(2)2x10 iF21 BTR Dcug Fir. where needed GYPSUM COOLEIRS ] OC EDGE --- - -- Beanngwall headerslohave(2)jack surds and(2)full length studs on each side of all fi) Concrete piers shall beammimum 6"above grate WALLBOARD 10"OC FIELD SHEATHINGLOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES I openings LVL hders t hhave(3)lactudsa and)afulllengthuds on neach side of AT PANELL-DGES SORROWS IN THE PANEL FIELD studsWALL SHEATHING: SEE NOTES 1,3(BOTH FIELDS) Radial Beanag wall window sills shall also have(2)window oil beftes far 2x4 well T All irises W he supported with hangers and cash.. Each Joist shall Died be anchored -- 1'EDGE ZONE ed COMMON@5"OC Ad f,OMMON@12"0.0 NOTE 2FOR PANEL FIELD openings between 4'1 and 6'0 and 2x6 Wall Openings between 5'11 and B'9 Provide fire to 91rder(s) PP JOINT DESCRIPTION NAIL NAIL and Ings nq where 1 and DO OTY SPACING INTERIOR ZONE dd COMMON 16' 0 C Rd COMMON @ 12"O C SEE NOTE 3 8) Covered Roofs shall be assembled and anchored the same manner as a lypval building STRUCTURAL 93 COMM1I0N AS PER TABLE 39 5) All flush ficareaAfteaders to be installed with heavy duty galvansed hangers and -'- PANELS WFOA-SBC NOTES anchors where apphcablo to all conneclrugjoui PLUMBING NOTES 7/16"OSB fid COMMON 3"OC EDGE THESE NOTES ARE ONLY TORE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 5) Double up floor joists under walls that urn parallel to the near joist and wad at Faith he 1) All water supply,drainage and venting to be installed as per Y S Residential PLYWOOD 6"O C FIELD Floors to have ceramic file installed shall be vented for proper load capacity unless noted Conslmclion Code GYPSUM %" O.C.EDGE 1 Forwall sheathe within 4 feet of the corners,the 4 foot ed attachment requirements shall on plans WALLBOARD ISA COOLEIRS III G FIELD ) 9 edge rune a q 2) Verify septic system with the Engineer for Suffolk County Health Department approval be used FLOOR SHEATHING: ]) oromde ann'tg/br d9ing In Floor Disbs at e'0 o c Use solid blDclbug in floorjmsly G) Tabulated f 12 inch o.c.nail spacing assumes call o ng attached h sretl framing metres c with untler all begun 'sells 3).If wall studs,Pintos or joists are cul out during Installation for any plumbing relater!work, NAIL NAIL G>049 For framing members with 042<Gq the nail spacings shall be reduced m emotes n c g ,TRUCTIOINT ESCRIPTION provide adequate funding and plates to Protect and secure the structure Verify wit aIn OTY SPACING B) Provide insulation baifes at save vents between rafters Install draft blocking as slate code and manufaclore's recommendation for maximum hole arse and spacing permitted STRUCTURAL PANELS B' DID EDGE 3) For exterior panel siding,polarized box nails shall be permitted to be substitute t stun nails NT, Pd COMHMON beetled 1"DP.LESS 12 U C FIELD HVAC SYSTEM NOTES r 9) 1) Mechanicalsubcontractorisresponsibleforadheanntoallapphcablocodesandsaey NOTES: WALL Ae — LEGEND t7L�:qak COX exterior sheathing grade plywood Plywood In cover over plates and headers requ!remenis ry eek.-`L THESE NOTES ARE ONLY TO BE REFERRED TO IF - '�nh 10) Unless olherwee noted use 314"think T&G PTS Fir or Advarmah plywood subfloor 2) HVAC cubdoetraGarne to fully coordinate all system data and regmrandi with the MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS alihered with PL400 adheeme and screwed to flanr)msls.Finished floor to be installed equipment elmoni {', -\\\f over children,as per manufamme's Incl unions. 1).Nailing regmremenis are based an wall sheathing EXISTING- WALL5 d 3) HVAC sumbntaxecorto phowds final system layout drawing and submit f to the General naded b"on-center at the pee^edg)ef wall cheapol, 11 All bathroom walls to have 1/2"thick moisture-resislanl sheelmck Garage walls anppr Contractor and owner for final review and aoval. is nailed X on center at the panelto obtain higher WALLS TO BE REMOVED ceilings and over furnace to have 5/8'lmck Cali sheelydek All other pans of building n e shearcopacllres,nnilingrequiremetnsrarswctural I. _ — 7 to have regular 112"sheetmcla All walls to be taped and finished ELECTRICAL NOTES: members shall be demand,ar allednate mRDagtb,D, such as all plates,shall be usetl 10 meat load path 12) All roof With a Pitch less than 412 shall be installed with an Ice&Water Jargon or 1).All ekenmcal w be mstalletl as per N V S Reodenhal Construction Code approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDIM 2) When wall sheathing Is wroare...a over connected torch down type malarial over 2).All el school work shall an approved by a qu,IW.d Underwriter, members,the tabulated number of mails shall be permitted 1 [D be redmrad toll -I Ad nail ,it fault. 13) All all plates and wood In spring wdth noncrnteto he pressure treated SIIlplatosto 3) Install Suale detectors and Carbon Monoxide do poops bhromghoul as per Round R317 be ms[alled with a foam sill...ent and cop-r-hex lermrt.shield or approved equal of N Y S Residential Conslmclion Code. - PG OF June 14, 2004 Scale I/4'I ISO" MH ROOF / ASPHALT ROOFING M'H 15. FELT UNDERLAYMENT R GDX SHEATH 2>62 RIDGE 2X10/ VALLEY RR-Ir Y / a / INC L�� HIP IOcLt- SZS 17S 7 S1 7�7 7S 171 1?S iQVC t1 S mQ1 Q 757 El� l EE �Lp- ri vINYL SIDING - TYVEK VAPOR BARRIER Id' SHEATHING - 4X4 STUDS -16OO RB INSULATION ] }�. l_ - r (q r[ N SILL ° - - � I 6) BUIE] - �JL T 4X6 PLATE TERMITETE SHIELD SILL GASKET UTZ Fl �T13 t FOUNDATION - B" OONO. WALL DAMPPROOF EYT. —'--- 6"XE" GONG. FTG. GOWMNS SUPPORTING GIRDER O TO 8E GONG. BLOCK m , SLAB TO BE AT GRADE INSTALLE 16XE FLOOD VENTS A, I VENT PER 250 Ci�OSS S CTf01� FLOODVENT TOBEWIRE MESHNOTE"E4 V USE W/ PLYWOOD HOUSE ISD SIGNED FOR �� 3 BEDROOMS ONLY „ 1