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Home My WebLink About32886-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33331 Date: 10/09/08 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 395 BAYVIEW AVE GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 52 Block 5 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 19, 2006 pursuant to which Building Permit No. 32886-Z dated APRIL 6, 2007 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 ALTERATIONS, INCLUDING SOLAR PANELS AND WOOD STOVE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LILIANA NEALON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3026303 06/06/07 PLUMBERS CERTIFICATION DATED N/A Aut r' ed S' nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF CCU60V s This application must be filled in by typewriter or ink and submitted to the B ildirigDep:a%tinent vilh`Cfie following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property shmving 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, Swinuning 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, Conunercial $15.00 Date. g/1z to e New Construction: Old or Pre-existing Building: (check one) aa 11 Location of Property: 3 A S C3A%(V i ew � SO U TftQLjN Iv `�/ (19 74 House No. Street Hamlet Owner or Owners of Property: 1,W A'0rA Suffolk County Tax Map No 1000, Section 'j Block 5 Lot Subdivision Filed Map. Lot: Permit No. 3284;0 Date of Permit. VO Applicant: L,L%ANP N e A 6.a yi Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ 0 3 33 3 J G l ;App ant Signature 9103 � �� LPLP�i�0��L��LPLPLPL fflQnOE�0 �'L ��LPLP�LP� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 ROBERT SKYPALA LILIANA NEALON 5 5 5 CHERRY LAWN LN. 395 BAYVIEW AVE C 5 NORTHPORT, NY 11768 SOUTHOLD, NY 11971 5 5 c5 5 Located at 395 BAYVIEW AVE SOUTHOLD, NY 11971 5C 5 Application Number: 3026303 Certificate Number: 3026303 5 5 PP c5 5 Section: Block: Lot: Building Permit: BDC: ns11 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 u Basement,phtovoltaic,Outside, C5 5electrical system, limi e to electrical devices and wiring o he en detailed 5 5 A visual inspection of the premises t d t g t t extent d i ed 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 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of June,2007. 5 5 Name QTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Inverter Unit 1 0 4-KW 5 5 Inverter Unit 1 0 2-KW 5 Solar Panel 36 0. 5 5 Wiring and Devices 5 5 Disconnect 2 0 30a-AC 5 5 Disconnect 2 0 30a-DC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 S 5 I of 1 5 5 S 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 IN ��EPrrP�Jo 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. 32886 Z Date APRIL 6, 2007 Permission is hereby granted to: LILIANA NEALON 46 BROOKSIDE DRIVE PLANDOME,NY 11030 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 395 BAYVIEW AVE GREENPORT County Tax Map No. 473889 Section 052 Block 0005 Lot No. 024 pursuant to application dated DECEMBER 19, 2006 and approved by the Building Inspector to expire on OCTOBER 6, 2008 . Fee $ 300 . 00 Authoriz Signature ORIGINAL Rev. 5/8/02 r y I.� Ascent Consulting Engineering North Winds Center High Mountain Road Ringwood,NJ 07456 Tel.No. 973-557-6080 Fax No. 973-835-5924 E-mail:jamlight@bellatlantic.net April 16, 2007 Unirac,Inc. 1411 Broadway Blvd.NE Albuquerque,NM 87102 To: Building Department or Others: RE: Engineering Certification for UniRac Sunframerm Universal PV Module Mounting System for the GreenLogic Energy installation for the Nealon building,NY Dear Sir: I have evaluated the Unirac SunframeTM as a design consultant for Unirac and certify that the mounting assembly will satisfy the New York State Building Code imposed wind and snow loading requirements. To determine the design level forces for wind and snow, the Unirac Installation Manual 214—was amended with the appropriate wind speed or snow loading intensity as determined from the International Building Code (IBC) or ASCE7-02 as prescribed by the referenced Building Code requirements. The anchorage requirements for the installation are properly represented in the Installation Manual 214 and the L-foot lag screws shall be a minimum of 5/16"diameter x 4"long. The design verification is based on: I. ASCE7-02—ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction, Chicago,IL, 2005. III. "Aluminum Design Manual", The Aluminum Association, Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle,PE,Department of Civil Engineering,University of New Mexico,Albuquerque,NM GreenLogic Proposed Lilliana Nealon 6.012 kW Sharp 167 Watt Uni-Rac Sunframe Drawing Scale 3116" = 1.0' 56 @ L-Feet Bronze 10 @ 192" Uni-Rac Sunframe Rails Bronze 8 @ Uni-Rac Sunframe Splice Kits � a - - mE� � ® 0 a 0 00 ■ ® IN 0 19 86.26" '192" ❑. 192" ,�. 192 ,= 86.25;a 86.26" 192" - _ 1.92" 192" 192" 86.25" e as 0 3 -'Q® �� li Uni-Rac �� L-Foot `I- Uni-Rac g 3 a ® �� ® Sunframe Rail Q c o � � ® Uni-Rac Sunframe 0 o Splice Kit 0 Cd x � � � z �e .�. '� •.GS`s� •na.�\�a�`��.;,,' �'.a:::e\ 3''psi✓',;,~�'�''�''�.�'r._Y ��ji •�"'�S^i:; p t3:\�`�'$�" -�,� `\ 'fir t. �;%. y��- � ;:,�',� �r.; '� ,.. � `�, 's :.bv +n.•.DY'.. 77 •'. ;/ ;� v ` �.�,.r. ..:�//r. `�� .,'. /i �-U i%/ice. \ .a�Y- _-.y'�s" ..tl�!?� K_�•=•i_-__+=sue •, `--: r_.2_:�`-'�,f.,Y!'� ;e .� �!_•hJi y:y . Board Of Southold Town Trustees ;u SOUTHOLD, NEW YORK 4 �: PERMIT NO. ... 6077 / /05 DATE 2 16 LILIANA NEALON ISSUED TO ............................................................................................................................ 4 . Pursuant to the provisions of Chapter 615 of the Laws of. W \ the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952, and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS A. IN AND ON TOWN WATERS AND PUBLIC LANDS and the f � REMOVAL O F SAND GRAVEL-OR OTHER MATERIALS FROM ` ,�. �.' LANDS UNDER TOWN-WATERS;::-.': and in accordance with the Feb 16 Resolution of The Board adopted at a meeting held on ....................-......... � F 2005? 250 00...... - 11 �, ............. and in consideration of the sum of $.............�....... aid b P y Liliana Nealon k ...................Bouthold...................................................................................--...........- ....... ...... + . . of ...... ................. . and. subject to th ,........................................................... N Y Terms and Conditions listed on the reverse side hereof, r of Southold Town Trustees authorizes and permits the following: l - }Gletland Permit to construct a second-floor addition to the exist. idwelling, construct a one-story garage, screened porch,and ;k `a:removal of the wood decks in the rear yard, and all as depicted on 7 - the site plan prepared by Susan Frooks dated Jan. 10, 2005. ;a? all in accordance with the detailed specifications as presented in the originating application. ' S IN WITNESS WHEREOF, The said Board of Trustees here- s�• 'r ` by causes its Corporate Seal to be affixed, and these presents to be subscribed by 'a'majority of the said Board as of this date. /1s ! • Peggy Dickerson. rV: Ol l [ Trustees ��,:`.' `i`-`3' v-'',i l�s��`ls��;f'+�rey'siw•�•_F.dC��i''�;+7�" .�,.. �- ..,My :T-"v _T—s� -?. s. � i �F James F. King,President ®� s® �® Town Hall Jill M. Doherty,Vice-President �® �® 53095 Route 25 Peggy A.Dickerson P.O. Box 1179 Southold,New York 11971-0959 Dave Bergen CA Bob Ghosio,Jr. �l a� Telephone(631)765-1892 ��QUPJT11 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 13, 2006 Julie M. McGivney, Esq. . P.O. Box 776 Southold, NY 11971 RE: LILIANA NEALON 395 BAYVIEW AVENUE, SOUTHOLD SCTM# 52-5-24, Dear Ms. McGivney: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 13, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6077 to remove the proposed garage, add one-story across the entire seaward side of the dwelling and increase the size of the proposed screened porch, and a One-Year Extension to Permit#6077, as issued on February 16, 2005, located: 395 Bayview Ave., Southold, SCTM#52-5-24; with-the conditions of gutters and drywells to contain roof runoff, hay bales during construction, and a 10' non-turf buffer landward of the wetland line, and all as depicted on the plan prepared by Susan Frooks, RA dated October 11, 2006, and revised December 15, 2006, by Julie McGivney, Esq. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, James F.• , ing President, Board of Trustees JFK/hkc Albert J.Krupski, President ®� Q� Town Hall James King,Vice-President �. 'd'� 53095 Route 25 .Artie Foster P.O.Box 1179 Ken Poliwoda ® Southold,New York 11971-0959 Peggy A.Dickerson 4,- � Telephone(631) 765-1892 .� `t► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 16, 2005 Ms. Liliana Nealon 395 Bayview Ave. Southold, NY 11971 RE: 395 BAYVIEW AVE., SOUTHOLD SCTM#52-5-24 Dear Ms. Nealon: The Board of Town Trustees took the following action during its regular meeting held on Wed., February 16, 2005 regarding the above matter: WHEREAS, LILIANA NEALON applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 7, 2005 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory. Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said • application on February 16, 2005, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, New York State Department of Environmental Conservation Division of Environmental Permits, Region One . Building 40 -SUNY, Stony.Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us Denise M.Sheehan Commissioner October 31, 2006 Lilliana Nealon 395 Bayview Avenue Southold,NY 11971 Re: Application#1-4738-02661/00001 Nealon Property, 365 Bayview, Avenue, Southold Dear Ms.Nealon : This is in response to your client's request for a No-Jurisdiction determination fiom this Department for the property located at 365 Bayview Avenue, Southold.- . The Department of Environmental Conservation made a determination regarding the limits'of Article 25 (Tidal Wetlands Act)jurisdiction for this property on June 19, 2000 , a copy of that letter is enclosed. This office does not make repeated determinations for the saine site. The limits of our jurisdiction were indicated in our original No-Jurisdiction letter and unless substantial changes in site conditions have occurred this letter remains valid. Thee original:letter should be saved for your client's fiiture reference. Please do not hesitate to contact me at (631) 444-0351 if you have any questions or you wish to discuss this matter further. Sincerely, L Micha . Albano Enviromnental Analyst I cc: file New York State Department of Environmental Conservation Division of Environmental Permits Building 40 -SUNY, Stony Brook, New York 11790-2356 Telephone (631) 444-0365 , Facsimile (631)444-0360 John P.Cahill commissioner June 19, 2000 LETTER OF NONJURISDICTION--TIDAL WETLANDS Liliana Nealon RE: 1-4738-02661/00001 395,Bayview Ave SCTM #1000-052-05-24 Greenport, NY 11.944 Dear Ms. Nealon: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the 10' elevation contour on a natural, gradual slope as shown on the survey prepared by Stanley j. Isaksen Jr. dated June 1, 1999 and last revised May 1, 2000 is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining' adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay'bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Permit Administrator MMR cc: Document Service Consulting Co. BMHP File Ascent Consulting Engineering Page 2 of 2 Use: Unirac Sunframerm mounting system is certified for use in locations where wind pressure requirements do not exceed 50 psf or snow load conditions do not exceed 45 psf rg ound snow loads. The designed loading conditions at the Nealon building are less than the above stated conditions. By this letter, I certify that the Unirac SunframeTM assembly system used for the Nealon building will meet the requirements of the New York Building Code.Others should evaluate the structure to which the Unirac SunframeTM system is to be connected on a case-by-case basis to ensure its adequacy to accept attachments and to support all applied loadings per the building code. 0f 71 E 6V to Sincerely, �� p PAA '® LU U James A. Marx,Jr. PE �� 56461 NY Lic.No. 56467 ®� cc:Chris Meier,Unirac,Inc. 3 j7_ Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes, No. EXEMPTIONS:. A. Does.this project meet the.minimum standards.for classification as.an Agricultural Project. _ ✓ Note: If you.answered.Yes.to any of the.above,a Storm-water,Grading,Drainage.&Erosion Control.Plan is not required. ------------------------------------------------------------------- ACTIONS.REQUIRING THE.SUBMISSION OF.A STORM-WATER,GRADING,DRAINAGE.&.EROSION. CONTROL.PLAN.CERTIFIED.BY A DESIGN.PROFESSIONAL.IN.THE.STATE.OF.NEW.YORK.. Item Number:. (A Check Mark (J).for each question is,required for complete.application) Yes No. 1. Will this.project retain all Storm-Water.Run-off generated on Site? (This.will include.all run-off created by site clearing and/or,construction activities.as.well as all / Site.Improvements.and the permanent creation of impervious.surfaces.) V. 2.. , Will this.project require.any land filling, grading or excavation where.there,is a change to the natural existing grade involving more.than 200.cubic yards of material within any parcel? ✓ 3.. Will this application require.land disturbing activities.encompassing an area. of five.thousand(5,000)square feet of ground surface.or.more?. 4. Is.there.a Natural Water course running through the site or is this project within One hundred(100)feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen(15).feet of vertical rise to. ❑One.hundred(100).feet of horizontal distance? V/ 6.. Will driveways,parking areas or other impervious.surfaces.direct Storm-Water.Run-off into and/or in the direction of a Town Right-of-Way? .. 7. Will this application require the placement of material,removal of vegetation and/or.the / construction of any item within the Town Right-of-Way or road shoulder area? (This.item.does.not include the installation.of driveway aprons.) 8. Will there be.site preparation within the one hundred(100)year.floodplain of any.watercourse? Note:. If any answer to questions one.through.eight is.answered.with.a check mark in the.Box,a Storm-water,Grading, Drainage&Erosion Control.Plan is required and must be submitted for review.prior to.issuance.of any building permit. ------------------------------------------------------------------- STATE OF NEW YORK, COUNTY OF................................................ ss That I, !-!. .a. . ...............................being duly sworn,deposes and says that he/she is the applicant for Permit, ............... (Name of individual signing Document) And that He/She is the ..........9w .!1�1!7-..j..�....�`��................................................................................................................ (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; ............al .................day of.... .....................20iD.7?. NotaryPublic: ........ .... ..............: .. ............... .............. ........ .................... John M.Judge (Signature of Applicant) NOTARY PUBLIC,State of New York No. 01JU6059400 Qualified In Suffolk County Commission Expires May 29,20 O? CREScheck Software Version 4.0.1 NJ( Compliance Certificate Project Title: Allteration Report Date:04/04/07 Data filename:Untitied.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Nealon Residence Liliana Nealon Susan Frooks 395 Bayview Avenue 395 Bayview Avenue 21 Central Drive Southold,NY 11971 Southold,NY 11971 Plandome,NY 11030 631-765-8064 516-627-4664 sfandgf@aol.com ,Com. .nce:Passes MaXimurn UA:95 Your Home .. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 360 30.0 15.0 8 Wall 1:Wood Frame,16"o.c.: 200 15.0 0.0 14 Window 1:Wood Frame:Double Pane with Low-E: 14 0.360 5 Wall 2:Wood Frame,16"o.c.: 140 15.0 0.0 8 Window 2:Wood Frame:Double Pane with Low-E: 14 0.360 5 Door 1:Glass: 21 0.360 8 Wall 3:Wood Frame,16"o.c.: 140 15.0 0.0 8 Door 2:Glass: 42 0,360 15 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space: 360 21.0 0.0 16 Crawl 1:Solid Concrete or Masonry: 64 0.0 10.0 6 Wall height:3.0' Depth below grade:2.0' Insulation depth:2.6' Inside below-grade depth:2.0' 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. Name-Title Signature Date ° S �� o . NA��o• 022�1� N�� Allteration Page 1 of 1 I Susan Hoenstine Frooks Registered Architect 21 Central Drive Plandome, NY 11030-1408(516) 395-8582 July 6,2007 Building Department Town of Southold 53095 Route 25 P.O. Box 1179 Southold,NY 11971-1892 r—tl(0 Re: Nealon Residence,395 Bawiew Avenue,Lots 9-14 a Jut row To Whom It May Concern: This will confirm that I personally inspected the footings, foundation,insulation at foundation and roof trusses at the above address. These items were constructed in conformance with the plans as filed in your Building Department and with the NYS Residential Code. Please contact me if you require anything more. Sincerely, IEDA Susan Frooks,RA Lic.No. 022170-1 j.4: 02��°�� kOfSO UIy cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 UAL [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMA RKS:: &cjcs 0%3 r C n P o op ' DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) C�, ---------------7-------------------- �.P FOUNDATION (2ND) _ z 0 Sy ROUGH FRAMING& UI' PLUMBING 11 r3 0 �r INSULATION PER N.Y. � 3 STATE ENERGY CODE 0) FINAL ADDITION COMMENTS. 0 Lol - � b T- O C o� z x y. �x d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check 19 Oj Septic Form N.Y.S.D.E.C. Trustees Examined ,20� Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 _ Build' g Inspector { - APPLICATION FOR BUILDING PERMIT 2006 Date t 01 1 I , 20o 6 J:;� - ri�n�� INSTRUCTIONS r� a. This application MUST be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the Work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees,to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) t I5 e:m\ Ieo �Vyc"y E (Mailing address of applicant) V State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ow tit E-t2 Name of owner of premises L l L (A yJ P (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: House Number Street Hamlet County Tax Map No. 1000 Section 1;Z Block c)'S -20 Lot Subdivision 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 occupancy ojjg'-t=/a. Z3 r�j A,�_, b. Intended use and occupancy �ti�_ �4�___�_— I) 3. Nature of work(check which applicable): New Building Addition z.- '` 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 /V/J-- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front y 3 Rear Sry: 3 Depth Height /q/ Number of Stories Dimensions of same structure with alterations or additions: Front (o/• 2 Rea Depth %` Height �� I—q " Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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 Address Phone No. Name of Architect Si19Ai,,j Address 2/ c�v DQ Phone No 511e. iZ7 Vea�a y Name of Contractor Address'"" � ' o5Thone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. s b. Is this property within 300 feet of a tidal wetland? * YES ENO l,\IF YES, D.E.C. PERMITS MAY BE REQUIRE NaL 16.�Provide surve , to scale, with accurate oundation l�distances to Y p 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) S : COUNTY O V L ! being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to makeand 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 t b me thi = 20� �7ublic' Julie M McGivney Si ature of Applicant Notary Public State of New York No.01 MC4996193 Qualified in Queens Commission Expires May 1County 0r f`D IX r' � Fy, r EI T. TERRY t I r � a '� Trr��n Hall. S.11W5 A'1a111 r �, P.o- nox 1174 TOWN CLERK' C '.,ti Suuthnlrl. Nc�• 1'ur1 1 ItECISFnAR OF VITA.STATIS-11CS �i.ib Fax (S 1 o1 765.I R` MARRIAOF OFFICER Tdcphonc (.516) 765, R MI ECORDS MACEMENT OI-FICEIi FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations ,•j of the Code of the Town of Southold: "Floodplain Development Permit kpplication" (FDP(93) ) , and ;'Certificate of Compliance f�5r Develc%pment in /Special Flood Hazard Area (C/C(93)) . TOV,';4 OF SOJIIOLD Judith T. Terr Y Southold Town Clerk August 25, 1993 t APPLICATIC)N N PAGE I of 4 TOWN OF SOUTHOLD FL00DPLA.IN DEVELOPMENT PERMIT APPLICATION. This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sir L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements arc made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if 6o work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives oonsent to the Local Admiaistrator.or. his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE OF MY KNOWLEDGE,TRUE AND AC�JCURnATE. (APPLICANTS SIGNATURE) DATE—,:�� -1 a r SECTTON 2: PROPOSED DEYELOR?-1ENT (T�be completed by APPLICAh`T1 _ NAME ADDRESS TELEPHON AP P LI CANT C3^%f y%GO*ye- soJTW*LD a `( BUILDER << }i /kIP,oV I` ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project locadon_ Provide the street address, lot ❑umber or leo description (attach) and, outside urban areas, the- distancc to the nearest intcrsccting road or well-known Landmark. A sketch attached to this application showing the proica location would be helpful. AS A-a00 E E ASy To F I N9 FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all appUcablc boxes): A STRUCTURAL DEVELOPMENT 6CT1VTTY STRUCTURE TYPE ❑ New Structure M/Residential (1•-4 Family) ❑ Addition O Residential (More than 4 Family) Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) O Relocation O Combined Use (Residential & Commcrciai) Cl Demolition"' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) r- ESTIMATED COST OF PROJECTS $ojvoo Nec cNctlz p5ra� SIZE of- FT06)54 oK- 1A PE e.vt ot)S 3*M �6-LLS B. OTHER DEVELOPMENT ACTIVITIES: .jtbD(N(r- "DR-I( _ - & �NoUJ�"�or� O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) 1JJ �£R (d ltt�IyLS , O Drainage Improvements (Including Culvert Work) 1 O Roar)i Street or Bridge Construction / Cl SuFvision (New or Expansion) / Z.❑ Indual Water or Sewer System J ❑'Otbcr (Please Specify) After completing SECTION 2, APPL[CA-NT should submit form to Local Administrator for resdew. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL AWTHISTRATOIZ) The proposcd development is located on FTZM Panel No" . Dated The Proposed Development: ❑ Is �fQ'lr located in a Special Flood Hazard Area (Notify the appUcant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood cleyadon at the site is:" Ft. NGVD (MSL) O Uoavailablc ❑ The proposed dcvclopmcnt is located to a floodway. FBFM Pancl No. Dated O Scc 4 (or i di onal i structions. SIGNED DATE �� e APPLICATION 4 PAGE ] OF 4 SECTION d ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADM INIST•RATORI The applicant must submit the documents checked below before the appbudon can be processed: ❑ A site plan showing the location of all c)dsting structures, water bodies, adiaccnt roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor, details of floodproo(ing of utilities located below the first floor and details of enclosures below the First floor. Also O Subdivision or other development plans(If the subdivision or other development axceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new Gll elevation Ft. NGVD (MSL)_ Ft:NGVD MSL . For O Floodproofing protection Icvcl (non-residential only) ( ) floodproofcd structures, pplicant must attach certification from r�-gi.stered engineer or architect. / O Certification from a"registered engineer that the proposed acLi,6t�y in a regulatory floodw ay will not result in.an increase in ther flood.height of the 100-yeaood. A copy of all data and calculations supporting this Finding must also be submitted- 0 Other-. E 1 5: PERMIT DETERMINATI N flo bc completed L •AL ADMINISTR&TQBI I have determined that the proposed activity. A. O Is B. O Is .not in conformance.with provisions of Local Law 19_. The permit is issued subjoct to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, lbc Local Administrator may issue a Development Permit upon paymeol of desigmaled fcc. If BQX B is checked, the Local Administrator will provide a wriltco summary of dckicncics. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION iv PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: ppea --- Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of gmplianee is issued The following information must be provided for project structures_ This secdoo must be completed by a registered professional engineer or a fieensed land surveyor (or attach a certification to this appfication). Complete I or 2 below. 1. Actual(As-Built) Elevadon of the top of the lowest floor, including basement(in Coastal Hieh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT_ NGVD (MSL)- NOT Any work performed prior to submittal the above information is at the risk if the App� earl_ r / l SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL AQM1N1.STRATQRI The LOCAL ADNIINIST-RA.TOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtCTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF QQMPLIANCE(To be completed by LOCAL ADMINISTRATQRI Certificate of Compliance issued: DATE: BY: 10 Attachment B � BAMP;LE CERTIFICATE �JF COMPLIANCE / for Development /in a Special Flood Hazard Area , i s TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (()wKER MUST RETAIN TEI'iS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O Ej(ISTING BUILDING Cl VACANT LAND TI-IE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C1C ( 93) ASHME-OUOOUE CREEK. . Ia1 ALL DRAIN, WASTE, VENT PIPE, & FITTING • �� ' MATERIALS SHALL COMPLY WITH THE N�9 Ole / �f.17�1 r RESIDENTIAL CODE TABLE P3002.1 ALL CONNECTIONS BETWEEN POTABLE WATER AND BOILERS, HEAT EXCHANGERS OR LAWN IRRIGATION SYSTEMS SHALL BE SEPERATED FROM THE POTABLE WATER CONNECTION IN CONFORMANCE WITH P2902.41, 42, 43 NOTE: TEST ENTIRE PLUMBING SYSTEM TO COMPLY WITH SECTION P2503 - ..r"' PROVIDE AIR GAP OR BACK FLOW PREVENTOI �6H WATER " I AT DISHWASHERS. AIR BREAK AT WASHING MARL. 1�11SI`� MACHINES •rY - '"'C,L,,. I FIXTURE CONNECTION SCHEDULE FIXTURE CW HW WASTE SANIT, WC i- f BT 1/2" 1/2" 1 1/2" LAV 1/2" 1/2" 1 1/2„ KSK 1/2" 1/2" 2• 1 . "15' HIGH i � WA TABLE 2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FC i I NPR{ PLUMBING FIXTURES AND FIXTURE FITINGS F� I-STOW I 0 PLUMBING FIXTURE PLUMBING FIXTURE NEW OR FIXTURE FITTING OR FIXTURE FITTING 50RI�N EXIST. LAVATORY 2.2 GPM AT 60 PSI i PORCH t I (UNHEATED) ZJ� t o STTORY I SHOWER HEAD 2.5 GPM AT 80 PSI STORY' + Oy40OD SINK 2.2 GPM AT 60 PSI O O ABOVE:- I WATER CLOSET 1.6 GALLONS PER Q ONmpEv PORCH I p PUSHING CYCLE G ALL GONNEGTION5 BETKMN 11-- POTABLE WATER.AND BOILER z HEAT EXCHAN&ER5 OR LAWN IRRIGATION 5Y5TEM5 SHALL E SEPERATED FROM THE POTAE O S WATER CONNECTION IN CONFORMANCE WITH P2g02.41, 5 57D 50'00'E 150.00, 5CI5 B/41'VIEYV AVENUE m DISTRICT R-40,SUMMER HAVEN L 1 1 CO LOTS 14-14 INC. Existing Parcel 51zez 24,550 sf of .685 acres PARCEL. 15 NONCONFORMING SEC. 100-244 AME5 ®�yy FIRST STORY Lot Cov. Allowed = 20% Yards: Required Front 40', Rear 50' 51de 151, Agg. 55' L U M I G I C Proposed: Front 40', Rear III', Side 55.q', Side, 05',Agg. 86.4' NOTE:: THI5 15 NOT A SURVEY. 51TE S I TE PLAN -1PEG0 ICTSURVTAKEN E'rO BY A 2004 SURVEY BY .rb1 Ft l■'e'ian�.... SHAKER Stove s v. ik Installation and User Manual Imported by: ON MEN PO Box 120 Pound Ridge NY 10576 � � z , T.914-764-5679 F.914-764-0465 rs , info@ Wittus.com www.wittus.com _ SR Y Tested and G Beave n Listed by: Cl , . . us Orego�USA OMNI-Test Laboratories, Inc. Read this manual carefully and save the instructions. Installation and User Manual Table of Contents Introduction and Purpose 3 Technical Data 4-5 Service Packet 6 Outside Air Supply 6 Installation of Your Stove 7-8 Connection to the Chimney 9-11 Air Flow and Combustion 12 Permitted Fuels 13 Initial Use 14 Heating Up 15 Operation 16-18 Cleaning Instructions 19-21 Spare Parts List 21 Maintenance of the Stove 22-23 Testing and Approvals 24 Warranty 24 Troubleshooting 25 2 Introduction and Purpose The purpose of this manual is to guide and instruct Shaker stove owners in proper burning to achieve environmentally friendly combustion and to minimize the risk of incorrect use and operation of the stove. Failure to follow instructions may result in property damage, bodily injury, or even death. It is therefore very important to read this entire manual carefully before you install and use your new Shaker stove, and save the instructions. Correct operation is also vital with regard to our applicable warranty terms. For more information on wood burning visit the website http://woodheat.org/. BEFORE YOU INSTALL YOUR STOVE WE RECOMMEND THAT YOU CONTACT YOUR DEALER OR LOCAL BUILDING INSPECTOR OR FIRE MARSHALL TO HELP YOU FOLLOW THE RULES AND REGULATIONS IN YOUR LOCAL AREA. WE ALSO RECOMMEND THAT YOUR DEALER CHECK THE STOVE BEFORE INSTALLATION FOR COMPLETENESS AND FUNCTIONALITY. If your stove is not installed properly, a home fire may result. To reduce the risk of fire, follow the installation instructions. Contact local building or fire officials about restrictions and installation inspection requirements in your area. Not approved for use in a mobile home. '"�t 0-0J �waL�'�'sF' S X � 7 ,. W-11 arI� Take particular note of this symbol throughout the manual. µ This indicates special attention. 3 Technical Data SHAKER Stove: Description Data Test data: Safety approval for United States UL 1482 Safety approval for Canada ULC S627 Environmental approval EPA Certified 7.2 m/hr emission rate Heating: O timal heat output 20kBTU 6kW Heat output range minimum-maximum 10-23kBTU 3-7kW Heating capacity range 520-1 ,330ft2 20-50m2 Efficiency 78% Stove dimensions: Stove height 41" 103,5 cm Stove width — short / long bench 34" 86cm / 72" 184cm Stove depth 21" 54cm Firebox dimensions: Firebox height 14" 35cm Firebox width 16" 40cm Firebox depth 16" 40cm Area: Door opening area to the fire chamber 88in.2 564 cm2 Weight: Wei ht of stove without a table 2471bs. 112k Wei ht of the table - Ion / short 71 Ibs. 32k / 381bs. 17k Venting: O tional venting outlets top or back vent Stove pipe: Diameter of the stove pipe 6" 15cm Hei ht to center of pipe — back vent 36" 915mm Outside air supply: Diameter of the air supply connector 4" 10cm Air supply outlet back side of stove Material data: Cladding on body and table steel Color black 4 LO 0 LO. c. " 4 916 ..:.: ..: c LO '.ice cr. ..... ............_............................. ... N V ..SZ .91 Service Packet The SHAKER stove is delivered with a service packet. It contains the installation and user manual, copper lubricant, the heat protector handle, and a glove. Please note that the glove supplied with the stove is equally suitable for left and right-handed persons. Outside Air Supply outside air supply Ensure that there is sufficient combustion air in the room in which the stove is installed, and that there is an adequate supply of combustion air to the stove, which can be supplied from another room or from outside. With the Shaker air system, the stove uses combustion air from either another room or outside (through a connection to the firebox 3 via the outside air connector). Stoves with combustion air supply from outside are particularly suited for rooms with negative pressure (e.g. use of exhaust fan). Please refer to your dealer, as this connection should always be made by a qualified person. 6 Installation of Your Stove The distances (see Fig. on page 8) of the stove to combustible materials or walls are listed in the table below. These are the minimum clearances for installation, and any reductions must first be approved by the regulatory authority. Fig. Label Description us Canada inches cm inches cm I. A Distance to side walls 15.5 39 15.5 39 I. B Distance to back wall 12.5 32 12.5 32 II. C1 Corner to side walls — door side 14.5 37 14.5 37 II. C2 Corner to side walls — back side 12.5 32. 12.5 32 I. D Connector pipe to side walls 21 53 21 53 I. E Connector pipe to back wall 16 41 16 41 II. F1 Corner pipe to side walls — door.side 22 56 22 56 II. F2 Corner pipe to side walls — back side 20 51 20 51 III. Fuel-door floor plate protection 16 41 18 46 III. Side floor plate protection 8* 20* 8 20 III. Back floor plate protection 0 0 8 20 Ceiling to top of stove 36 92 36 92 Ceiling to connector pipe 18 46 18 46 Distance to combustibles from glass 16 41 18 46 *Beyond the sides of the fuel loading door Use floor plates under the stove made with non-combustible fire-resistant materials such as u, steel, tile, or glass. � ' - Before installation, make sure the floor can carry the weight of the stove (in the Technical MMIS data section of this manual). 7 J � 1 811 MIDI. ' 1 F1 ,- 1 1ra MIN. 1 1 IIIf . 1 2 1 ._ 1 . I 1 �_ MIN, F2 1 (Can,-200 1 I. - Parallel Wall Installation II. - Corner Wall Installation III. - Floor Plate Clearances 8 Connection to the Chimney The Shaker stove can be connected from top or rear. The-diameter of the Q§1AX t stove pipe is 6" (152 cm). Do not use connector pipes and chimneys with y . smaller clearance diameters or less than 24 gauge steel. It must be installed B using a Class A UL 103 HT approved factory-built chimney system or a code- x` NF C, , approved masonry chimney with a flue liner. Aluminum and galvanized steel � pipe is not acceptable. In Canada, the installation must conform to NFPA 211 f� x � z or CAN/CSA-B365. The chimney must extend through the roof at least 3' , 1 m and 2' 6 m above an structure within 10' 3 m . The condition of the chimney and height is very important. We suggest a total minimum height of z 10' (3m). a � To reach the rated heat capacity, the minimum delivery pressure of the k r chimney must be 10 to 15 Pa (1.0 to 1.5 mm WC). Follow the rules and 5 4e�� Q OR regulations in your local area. Required Installation Com onentsau r 4 " E :1�' A Chimney cap � � B Insulated chimne C Storm collar � `"� s D Roof flashing % q E Ceiling support box F Chimney connector pipe t{ It is very important to ensure that your chimney has a good draft. Your dealer or your f chimney sweep will be able to guide and advise you on your chimney conditions. 9 Each chimney connector or chimney connector section must be Chi nstalled to the stove flue collar and to each other with the male (crimped) end toward the stove. This prevents any amount of condensed or liquid creosote from running down the outside of the pipe or the stove top. The flue collar connector should be secured with sheet metal screws to ensure that the sections do not separate. For the best performance the chimney connector should be as short and direct as possible, with no more than two 90° FLUE elbows. The maximum horizontal run is 36" and a recommended ►s cr►s total length of chimney connector should not exceed 10 feet. Always slope horizontal runs upward '/4" per foot toward the chimney. Note the chimney connector pipe should not pass through an attic or roof space, closet or similar concealed space, or a floor or ceiling. Do not connect this stove to a chimney flue or air distribution duct or any system serving {i1 .�� , A another appliance. For venting vertically into a Class A chimney, single wall black steel pipe (at least 24 gauge and 6" in diameter) must be used in the room where the stove is installed. Refer to the manufacturer's instructions for the connection to the listed chimney. For venting directly into a masonry chimney or through a thimble, the top of the single wall pipe must be at least 18" (46 cm) below a combustible ceiling and conform to NFPA 211 or CAN/CSA-B365 guidelines and methods. 10 For rear venting or other not listed configurations, consult the local building codes and follow the NFPA 211 or CAN/CSA-B365 guidelines. If the chimney connector is fitted with a baffle, it must be manually operated, visibly placed for ease of use, and must not close completely. Consult your chimney expert if you have any questions. Make sure that there is easy access to the chimney cleanout door. Floor protection is required under the chimney connector and 2" (51 cm) beyond each side. Connector Pipe Chimney 18"(46cm) below Flue ceiling Mason Min. 2"(5cm) z;liisulatec! .. Chimney s , x Min. 2"(5cm) 11 Air Flow and Combustion 1. direct air inlet 5. direct air � � - 2. primary/secondary air inlet 6. heated ambient air/convection air 3. primary air 7. post combustion 4. secondary air 8. flue gas The stove utilizes a combustion technology involving preheated air. The air supply for the combustion process comes from an air O inlet and is then conducted through the stove. The advantage of this technology is that the air is already warm when it enters the 4 O firebox, so a high combustion temperature can be attained rapidly- T. The Shaker is designed with a direct air inlet, which supplies air for the lighting phase. The primary air is used for air control once the stove is lit. It is defined as combustion air for burning and 0. stimulates production of volatile gases. 0 To ensure a better combustion of gasses, the stove is constructed js js with secondary air inlets. This ensures the burning of the last amount of gases before exiting out through the chimney. 12 Permitted Fuels Only natural, air-dried firewood may be burned. Under no circumstances should rubbish, other fuels, and treated or damp wood be burned. NEVER burn impregnated or painted wood, laminated plastic, plywood, chipboard, garbage, flammable fluids such as gasoline, naphtha, engine oil, refuse, milk cartons, . or printed matter. Use of such materials will invalidate your warranty, as this may emit toxic, corrosive and hazardous fumes when burned. They may also cause a build-up of the toxic gas dioxin, which is damaging to the stove and the environment. We recommend that firewood with less than 20 % moisture content be burned. Wood is an environmentally friendly and widely available solid fuel. To ensure that the wood has a moisture content of 20 % or less, store it under a roof or protected against heavy rain for a year or two. Use of wood with greater moisture content can cause soot and creosote in the pipe and chimney. This can lead to chimney fires. Wood type Heat value Combustion involves conversion of the fuel from solid form into (kWh/kg) gases, water vapor, and charcoal. The heating value is an expression of the content of combustible gases. All wood has maple, elm, willow 4.1 roughly the same heating value per kilogram. The lighter the wood, oak, poplar,, ash 4.2 beech, 4.2 the more that must be used to achieve the same heating value as birch 4.3 with a heavier species of wood. pine, fir 4.4 Thus, preferred wood types are maple, elm, beech, oak, and ash. 13 Initial Use For shipping protection the upper and lower baffle plates are wrapped in plastic. Before starting up the stove, make sure to remove the packaging material and place them back ... .. . .. .. in their proper positions. Although the SHAKER is carefully cleaned and inspected several times, remainders of the sand blasting, or shavings of the cut of the Vermiculite plates in the fireplace can stay. We suggest you remove these with the vacuum cleaner before the first start-up. Insert a few small pieces of wood (about 2 pounds or 1 kg.) into the stove and light it using newspaper or suitable lighters. The smaller the wood is chopped, the greater the initial heat. Do not use more small wood than suggested above as this can cause the stove surface to become deformed or burned out. Leave the door slightly open during the initial use to prevent the door gasket from sticking to the stove body. Ensure there is sufficient fresh air in the room. It is important to then close the door during the next use of the stove (except when lighting and refueling). to prevent the flue gas from going into the ambient air. Please note that the stove paint will harden during the first few initial fires. This means that the stove may generate some smoke and an odor of paint, which will dissipate after about 1 hour's operation. It is a good idea to insure effective ventilation during this phase. Also, avoid touching the stove during the curing process. X Attention! The surface of the stove could be very hot. s Remember to use the heat protector handle for opening the fuel-loading door. Pull the heat protector over the hot door handle to protect your hand from burning. 14 Heating Up Fire lighting: Do not insert too much newspaper or kindling for lighting the.fire. " These materials generate a high temperature, which can cause . irreparable damage. This kind of damage is not covered by the warranty. 3 .v Combustion air supply: ram. Initially, pull out the slider of the air control system completely pos. 1 (pos. 1 ). In this position the maximum primary air flows to the fire ' chamber. Refuel by adding about 3 to 4 pounds (1 .5-2 kg) fuel, when the wood has burned down. This is equivalent to 1 or 2 logs, primary air completely open and it is best when the thickness of the log is between 2-4 inches (5-10 cm) in diameter. { Heating up after a long break: If the stove has not been in operation for an extended period, we F recommend that you pre-heat the stove and the chimney by burning a couple of sheets of newspaper first. This improves the �g i��Fdk 1` G draft of the chimney during the heating up phase. Soot forms on the glass if the wood is too damp or the primary air pos. 2 supply is closed. The soot can be removed easily by using glass cleaner. T a primary air closed 15 Operation When refilling for the first time after lighting, the primary air supply should remain opened fully. 3 Never add more than 2-4 pounds (1.5-2 kg) of wood (1-2 logs). Otherwise the stove � � could get overheated which can cause irreparable damage. MV t p g ... I This kind of damage is not covered by warranty. When the stove has reached its operating temperature, the primary air can be adjusted gradually between pos. 1 and pos. 2. This may be necessary if the .draft from your chimney is too strong. Make sure that you do not close the primary air. This is important in order to keep the glass window clean and prevent soot. The primary air supply should always be open when the stove is running! This improves the quality of combustion and avoids unnecessary environmental pollution. The primary air also helps to prevent soot build-up in the pipe and chimney. The stove will expand and contract during the lighting and cooling phase, possibly resulting in creaking noises. This phenomenon is completely normal for steel stoves. Creosote - Formation and Need for Removal - When wood is burned slowly, it produces tar and other organic vapors which combine with expelled moisture to form creosote. F The creosote vapors condense in the relatively cool chimney flue of a slow-burning fire. As a result, creosote residue accumulates on the flue lining. When ignited, this creosote makes an extremely hot fire. The chimney and chimney connector should be inspected at least once every two months during the heating season to determine if a creosote buildup has occurred. If creosote has accumulated, it should be removed to reduce the risk of a chimney fire. 16 Important: - DO NOT use a grate or andirons to elevate the fire — build it directly on the hearth. - Once there is a good bed of embers in the stove, you can add wood. It is important not to open the door while there are flames in the stove, as this may cause smoke to flow out into the room. Add wood on the basis of your heating requirements. However, never add more than 2-4 pounds (1.5-2 kg) of wood (1 2 logs) everyl.5-2 hours. - Burn a little at the time. Add fuel at regular intervals and run the stove over a period of several hours if possible. The stove should be observed during operation. - We recommend that you always leave a layer of ash approximately 1 inch (2 cm) deep in the fire chamber, since this allows better combustion during the heating. - Never us gasoline, gasoline-type, lantern fuel, kerosene, charcoal lighter fluid, or similar liquids to start or 'freshen up' a fire in this stove. Keep all such liquids well way from the stove while it is in use. 17 door handle lrN nY Attention: t p The surface is hot while in operation. Keep children, } clothing and furniture away. Contact with the hot surfaces `, may cause skin burns. r Do not store solid fuel within space heater installation clearances or within the area for loading and ash removal. heat protector handle - Open the fuel-loading door: Use the heat protector handle ` for opening the fuel-loading door. Pull the heat protector over the hot door handle to protect your hand from door handle burning. k - When not in use, store the heat protector handle at the hA edge of the bench on the side of the fuel-loading door. Do � not set it on top of the stove. r r Do not place candles or other materials which melt or 1 � burn at high temperatures (e.g. paper, plastics). The z melted material cannot be removed and can cause zr permanent odors. Also, the burnt material could cause a � house fire. � heat protector handle 18 Cleaning Instruction' Your stove (including the chimney and chimney connector) should be thoroughly checked and cleaned at least once during the course of the heating season. The flue gas outlet above the flue gas baffle and the stove connector should be inspected in particular. Please check the stove only when it is cold. Firebox: The ashes should be emptied regularly from the fire chamber. We recommend that you always leave a layer of ash approx. 1 " (2 cm) deep in the fire chamber as this allows better combustion during the heating up phase. Disposal of Ashes - Ashes should be placed in a metal container with a tight fitting lid. f5 1�` { The closed container of ashes should be placed on a noncombustible floor or on the ground, well away from all combustible materials, pending final disposal. If the ashes are disposed of by burial in soil or otherwise locally dispersed, they should be retained in the closed container until all cinders have thoroughly cooled. Front Glass plate: Clean the glass at regular intervals as needed. Use a glass cleaner or dip a damp paper towel into the cool ashes to clean the glass plate. Remember to clean the glass ONLY when the stove is cold. Do not use any sharp articles or abrasive cleaners to clean the glass plate, in order not to damage the glass. Do not use aggressive cleaning agents for cleaning the glass plates, since sometimes they can cause damage to the gasket around the plate. 19 Flue gas baffles: The lower flue gas baffle consists of 3 parts (refer to the figure at right). Push the first part (No.1 ) against the right combustion chamber lower flue gas baffle upper flue gas baffle wall and tilt it to the side. Thus you can push No.3 No.2 No.1 No.4 No.5 the opposite end through the secondary air inlet system and remove the first part from the fire chamber. The two other parts (No.2 and No. are done the same way. � � After that you can remove the upper flue gas baffle. This baffle consists of 2 parts. Gently lift up the first part (No.4) and push it toward the lateral fire chamber wall. Then tilt one end l - # downward and lead it through the secondary air inlet system into the lower range of the fire , chamber. Now you can remove it from fire chamber. Use the same process to remove the second part of the upper flue gas baffle. ' Now you can clean the plates of the flue gas baffle and insert the parts in reverse order back into the Shaker stove. 20 Moving parts: All moving parts (e.g. hinges and closing mechanisms) should be treated with a high temperature grease product (e.g. copper paste) regular intervals (at least once annually). This prolongs the life of the parts, and maintains an ease of movement. Air control system: The air control system handle can be treated periodically as required with a Teflon spray, to maintain a well-lubricated easy operation. Spare Parts List - Gaskets - Vermiculite plates for flue gas baffle and fire chamber lining - Glass plate - Outside air supply - Flexible pipe for outside air r ;�,�.,:,• � �k #� -r�x Y3' .�'Q. zt �[>�� r�'k"�i=^`x " s v^`�, `a.',£ r '`••�' ,"yam �Y �{ r g �3 ✓ x ,F ti..� exx^s�z -:-. �:,f L i a..�'r'F c A �,�' „'t°' 1 � ,� -vc- � ! .�' a.t � ' _j„" k�,.r � ,% �,�� +-� � s'c.k�s� � �' � t � �� ems,' '�" � �,�'�,� `�-�� -�.� 'yzl+5� �, ^`:1x �" t - '+'Y e� � �•� N 'a n � 21 Maintenance of the Stove Replacing the gaskets: The gaskets must be replaced if the stove is no longer air-tight or if the gasket is damaged or it feels hard. After removing the old gasket, first clean the rim of any residual adhesive. Add a lower flue gas baffle upper flue gas baffle few drops of adhesive into the slots (to affix the No.3 No.2 No.1 tvo.4 No.5 gasket) and then insert the new gasket. primary air baffle Replacing the flue gas baffles: secondary air The replacement of the flue gas baffles is w = . described in Cleaning Instruction section of the inlet manual. If only the upper flue gas baffle plates air baffle are damaged, you must still remove the lower a screw flue gas baffles first as well. direct air inlet Replacing the vermiculite plates: If the Vermiculite plates are broken or burned out, you can purchase a new set from your �; _ dealer.` . You can obtain all Vermiculite plates or other fire chamber ~ spare parts from your authorized dealer. floor plate from vermiculite 22 Replacing the front glass plate window: To remove the glass plate you must remove part of the flue gas baffle and the primary air baffle. First, remove the first part of the lower flue gas baffle (as described in the Cleaning Instruction section of the manual). Then unscrew the primary air baffle screw and take this off from the vertical Vermiculite plates. Now remove the bottom plate of the fire chamber and unscrew and remove the pilot air supply. After that you can unscrew the screws of the upper and lower glass retaining strips. First remove the upper strip and then the lower strip. Afterward the old glass can be removed. Before you place the new glass, make sure that the new gaskets are correctly positioned. After installing the new glass plate, make sure that the screws are tightened evenly (with caution) in alternating order so the glass will not break under too much pressure. Upon completion of the glass assembly, first re-insert the pilot air inlet and then the bottom plate of the fire chamber. Next, install the air baffle of the primary air. The procedure is as follows: 1 . Rest the two notches of the primary air baffle up on the lateral, vertical Vermiculite plates. 2. Push the guide plate up to glass plate. 3. Now the air baffle can be screwed on. If you placed the air baffle as described, then the primary air is led properly in front of the glass plate and thus the glass is kept clean as well as ensuring a clean burn. After replacing the air baffle you can then position the first part of the Vermiculite flue gas baffle. 23 Testing and Approvals The SHAKER stove is safety tested by OMNI-Test Laboratories, Inc. of Beaverton, Oregon and is listed to UL 1482 for the U.S. and ULC S627 for Canada. It is also EPA certified and meets the stringent environmental standards. Warranty The SHAKER stove comes with a 5-year warranty. This warranty covers defects in materials or workmanship. The warranty does not cover the following: • Incorrect installation of the stove (not according to the Installation and User Manual) • Rust or inappropriate treatment (such as scratches on the stove body, etc.) • Improper operating or mishandling of the stove • Normal wearing parts that are in contact with the fire, e.g. Vermiculite plates and door gaskets • Costs of transport, assembly and disassembly, and glass breakage or cracks • Any structural changes to the Shaker stove are not covered by warranty Only use authentic spare parts that are designed for the Shaker stove. 24 Troubleshooting Problem Cause Remedy wood catches fire very - none or too little combustion air - completely open the air control slowly or not at all - logs are too thick - use smaller diameter logs - wood is too moist - use drier wood fire goes out or - none or too little combustion air - completely open the air control smolders - logs are too thick - use smaller diameter logs - wood is too moist - use drier wood - damper is closed - open the damper soot films on the glass - draft of the chimney is too weak - adjust the damper (more open) plate - wood is too moist - use drier wood - draft of the chimney is too strong - adjust the damper (more closed) - primary air supply is incorrectly adjusted - adjust the air control system - stove is leaking - contact the dealer - fuel quantity is too small - add fuel (more wood) - air baffle is not mounted properly - mount the air baffle correctly wood burns down too - draft of the chimney is too strong - adjust the damper (more closed) quickly - primary air supply is incorrectly adjusted - reduce the primary air - logs are too small - use greater diameter logs smoke comes out into - damper is closed - open the damper the room when the - chimney not the right size for the firebox - contact the dealer door is opened - other devices (e.g. exhaust fan) produces - check other devices / contact the negative pressure in the area dealer 25 r2xB 2x8 @ 16" O.C. @ 16" O.C. � coNr1(�uou5 �I p6,E V5wr 5NO-I C 2AM TO 31 -0" C 11'h J ASpNAl,1" t?00F APPPOV 2 DY OWNEDIV 2 x � MOUN12 � � @ 2 y p9 ac, @ .00� S�C110N 2 ii � 112 -- 1 -011 .� CNImY ❑ �XI511NG t?InG� WN2 FX1511NG I?InG� CONMUOU5 I?InG� VFN1' Cy 'Y TNAl,1' p00F W/ 50�AI? PAM5�OOPVNAt W/ 50LAIP, CONSUMW 5NO-I CF PAM TO 3' -0 t, ( 11p,) — — —--- --- _ 7 A5PNA,f I?00F APPPOVFP COY OWW \ 12 \00F PLAN � ,R„ ,, Z Aug �� xc��► ,�,� LJ1? 14. [I 6,AL MNc25 Z, j 1"YP /►1tti1M�M — ; �D A� bate Susan Frook5, �� ws, � ��, 7 C'errnitVeview 21 Central nrive riandorne, NY 11M 916-62-7-4664 N�&ON pF5112FNC� I?00F PLAN 395 PAYVEW MU 50UTHO�R NY 119154 ff-,5HAM0MAQT CP,, K U,4DERWRITERSCERTIFICATE Pmwl NG L 15f REQUIRED APR VIED AS NO D � Cr\ C5-_11 ,� } CO V Fp 5HF�T & 51t PLAN B.P.#DATE rE51PFN & COV� 0 O�XVECK NOTIFY BUILDING DEPARTMENT AT F-1 FOUNPAVON/ 15f FL, MAMING PLAN 765-1802 8 AM TO 4 PM FOR THE � 011mo �5Nomp FOLLOWING INSPECTIONS: A-1 15t FLOOr\'PLAN 1. FOUNDATION - TWO REQUIRED Le FOR POURED CONCRETE A.2 NOpTH FLFMON. 2. ROUGH - FRAMING & PLUMBING ��-� �L�VA110N HIGH WAV MAC'. 3. INSULATION 4. FINAL - CONSTRUCTION MUST O O BE COMPLETE FOR C.O. A-� 5OUTH ANTI M5f UVAVON5 ALL CONSTRUCTION SHALL MEET THE WINnOW SCH�nUL� EX. EXISTING REQUIREMENTS OF THE CODES OF NEW ,5 GAMA YORK STATE. NOT RESPONSIBLE FOR A-� r\00� PLAN r�5, DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ,5 WALL 5�010N, 12FfAIL5 �Xl5f'6 rlr5f FLOOr NEW YORK STATE & TOWN CODES OF GsN �L N �P��I T cD��s O 14' x241'- 3m45o rr AS REQUIRED AND CONDITIONS0q�5 �5'FROM Hai MR MAC; (D 40.5'x 263'- 1,059.9 50,fr. ______��. �_SOUTHOLD TOV'N ZSA I, WRK Pft RM�[?: MON, - FP I, 8:00-5:00, 5Af 9:00-3:00, ONLY x x fof& a 1,597550.rr. SOUTHOLD TOVM PLAN!,'NG BOA I RD 2, PIT,V�Nf nAMA61� fO �Xbfl% WRK fO ITMAIN, ULAC/ V, S%R� W/ C3�fTM Or AQUA. O3 MCK 10 x 8- 80.0 50.Ff, SOUTHO I D TiJNaN TRUSTEES } % N.Y.S.DEC 3. ALL WORK SHALL P3 nON� IN ACCOrnANCF WITH THE NSW YOrK 5fATr- (D nam i-5foky Wom rpAve ® rxcK 15.9 x ISA -292,6 sa.Ff. r1:51PFNTIAL COS ANTI WOO12 FMK CON5VUC110N MANUAL, LAt5f - 011MOOr;5VMP- 2y.0 sa r r. RETAIN STORM WATER RUNOFF FI2111ON5, S PURSUANT TO SECTION 45-10C 8 b ' °`'° n'�f o fort.EXI5V6 fO fUNN 1,794.9 50.Ff. OF THE TOWN CODE. 4, NO WORK fO [31� 5fAIU1 12 UN11L I1\15UIMC� COMPFN5A110N . , z VECK51 ACC.5rr )CrM5 ro M ITMov�n 15 PIL�n WI VI I TOWN OF 50M OL19, CERTIFICATION OF 5. ALL NSW LFAn�r5 CONN�Cf fO APPrO\V9 nP.YVV�LL, ALL UNP�r POUNI? -� . 9V9 - 85 50.Fr, l CKS C 10 x19.8> - 198 50,rr. NAILING & CONNECTIONS PIPING FrOM LFAn� PK5 CONN�CI1N6 f0 PMLL5 51N1 13� 6" PIAMMF o +r-3 ' N M fOf&ACCE55,sr.MMOWP- 265 50.ff. REQUIRED. PVC TYr'ICAL, 0 0 0 r 0 fors Ex.Lorco0 = 2,122 so.Ff. /�r p� 6, FINAL 5I.II',V�Y ANTI UNb�rWrlT�r'S C�P.f1FICAT� fO C3� 5UC3MIfT_t7 Af 0 0 0 0 0 0 ! �ltC 0 t/ I rum T'� COMPL�1101 I OF JOC3 395 C�AYVI�W AVI;NU� s3�n3o'oo°� i5o.00' co,!PLY virtu CHAPTER"40" 7, CONVACfR 5H1&L GIVE An�QUAS N011C� TO OWNFP,TO ITLOCATP ® �X.G�CK '' FLOOD DAI+VZE PREVEP'TI0"9 PLAiJT1NG5 IN U4'/',Y OP PrOPC'SI:n WOP:K 1215TPlCf r-40, 5UMM�P, HAVEN SOUTHOLD TO. �� CODS. LOfS 9-i� INC. N �KpFcK 8. ALL WP.11'I�N nKI\1510N5 5Ur rlc�p� 5CAL[:n nIM�N510N5 ALL V.I.F. ANTI ALIGN NOT5 5UP�P t2l� WJftN PIMFN51ON5 I xi5tincq Parcel 51ze: 29,850 5f of .685 acres LEGEND ALL CONSTRUCTION SHALL 9, CONTP.ACTOP, %KA N(�rffk. TA55 UPON, PFIW TLa5 ON Or %OPT PA'.C�L 15 NONCONFOP.MIN6 5FC 100-244 APPLE5 aiirii, NEW FIRST STORY MEET THE REQUIREMENTS OF THE MATfTI&5 ON A9_AC�Nf PP.OPFr11�5 nUPIN6 THE COUr5F OF Lot Cov, Allowed - 20% � CODES OF NEW YORK STATE. EX. 1 STORY CON51RIC110N. ANY nAMACZ f0 NF16HPOP.IN6 PAPCFL5 9i&L 13� IlTPAIr't7 Yards: P.eauired Front 40', gear 50' 5ide I5', Am. 35' NOTE: THI515 NOf A 5UMY,59 INROC MATION o 13Y CZN�M CONTP.ACfOr, Proposed; front 42 , rear(No Change) 50e 57 , 51de, TAKEN f3YA 2004 51MY13YpECONIC o OCCUPANCY OR 10, ALL MECHANICAL SY5T�M5, �QUIPM�Nf, APPLIANCES, �fC, MUSf C3� L15T�n 30.5'C No Change), Aqq, 81,5' SUrVEYorS. � USE IS UNLAWFUL ANTI LA13FLF12 ANP 11\15%L�n IN ACCOrnANC� WITH THE MANUPACTUr?Er 5 51� PLAN 6 PROP.1 STORY WITHOUT CERTIFICATE 5PFCIFICA11ON5, L1511% LPOFL ANTI COLT. 5CALF: I" - �0' prop, Cov, ENVY OF OCCUPANCY II, Al �QUIPM�Nf 9A.L P�PTOPM IN ACCOVPANC� WITH fA3L� N1103J 0� THE COn�. 8 prOPOSEn PIrSf Et00r INS Ian �� rof& Hof COV�V,16� - 2,250 50,Ff. 12, GTN�M CONTP TOP, 51-fALL P� P�SPON50[L FOI? IN5P�C110N5. THE G.C. Ex1sr1NG rorAL - 1, sQ.Ff.oz 5 AL IN5PFCf FOP? POff�N WALL5, FLOOI?5, POOF 5VUCTUl�5 ANTI fOfA. LOf COVErAGE ALI.OWEn - 20% - 2,230 50. E'f, " pr;.oros�n PrOP05NV 29,850 - lb 0% < 207. ALLOMP -ok PLUMr311\16 LF95, G.C. 511ALL INPOrM THE OWN�I? OF ANY%5P�CTF_n © 2' x 14' $ 26 50.Ff. 0 0 0 0 0 0 0 0 6' x 12' _ 72 50,ff. fOfAL LOf COVErAGE A.LOWEn - 20% - 5,970 50. Ef,> UN50UN195TPUCTUr- Or OTHFr HIP12% PP?0I3L�M5, r3o cocco 0 0 0 0 0 0 2,230 50, Ff. WOP05E9 -ok o oc000 0 8 8.5' x�}0' 360 50.K. o c C= cm � 0 0 0 0 0 0 o co'N NEW a'Hx 8' nk ror&M196.a 1,89150.rr. fOfAL EOOtPriNf ALI.OWEn - 1,25/ x 2,122 = 2,652 SC1. 5fOW MIN 80 iE r I�CKS Ef. > 2,23O 50, Ff.W(YOSEn -ok - n LL I7EfA7 293- 3�3 SQ.�. TH1515 fO C�UFY THAT fO THE M5T OF MY KNOWLN26� ANTI Miff, for&N,196.Cov.-2,230 50,Fr. THE PLAN5 A5 50MI1"TP:P COMPLY IN Al PESP�Cf5 WITH THE F,:511TN% COS ANTI MP'GY CON5F_NA110N CON5VUC11ON COS OF NSW YOrK 5fAt PP\MELL CA,,ClAfl0N_ �-, 0 LOCATION AITA vauue of nNOFr sfor.Aa va, - � Pat- 50,Ff. PAINF&L FACTR cuff. Susan rooks, �A �� ®A� Permit review VOLT1,859 50,Ff,X V 12 X 1.0 s 464 CU.f, �y��r�'..SP�','`c � . 21 Central nrive IPOVIM c 3 NEW CONS. -4'H.x 8'PA.5T0F A MNN lZ%5 Plandome, NY 11050 516-62�-4664 + c 3) NEW CONC. 8'PIA.FLAffOP HP.COvM + ` (3z168.9 CU.Ft.) -507 CU.Ff. PKOvinEn>969 CU.Ff.ffafzn �N�P,6Y C&CIATION5ON Afi �'ACL-I�� WOP\K5H��T5N��ON p�51n�NC� �,��,�?� � �'°• oz2� ° �� pL�pL�'ZONING 39 5 C�AYVI�W AVC;N U� ... .__ riSEr f71AGrAM 50UTH01,12, NY 11911 CS'I TYPICAL WIND UPLIFT CONNECTIONS NAILING SCHEDULE Refer to Table 5.1 NIFGM CONNECTION FASTENER LOCATION RAFTER TO TOP PLATE 5-W COMMON Toenail CROSS SECTION END VIEW `SeeTal �� -1ODBOX CEILING J0115T TO TOP 3-$D COMMON Toenail PLATE(Secs Table 5.4c) 5-100 BOX CEILING J0115T TO 4-160 COMMON Facenall PARALLEL 1RAFT1 R(See (See Tdble) -f le 3.d4 COLLAR TIE TO RAFTER 5 SD COMMON Faceenall CEILING JOIST (500 Table ShA) 3-100 BOX 5LOCANS TO RAFTS 2-W COMMON Toenail 2-IOD BOX RIM BOARD TO 2-16D COMMON JdII RAFTER 5-16D BOX TOP PLATE TO TOP 2-1617 COMMON Farenail PLATE 2-16D BOX j STUD TO STUD 2-160 COMMON f:menall FLOOR JOIST 2-16D BOX 1 HEADER TO HEADER 16D COMMON Facenail TOP OR BOrQTOM PLATE 2-16D COMMON Endnall TO STUD (See Table 354 BOTTOM PLATE TO 2-16D COMMON Facenall FLOOR-,BAND-,END- 2-16D BOX J015T OR BLOCKING 1' JOIST TO SII,TOP 4-8D COMMON Toenail PLATE,OR 61FWM 4-I00 BOX 5RIDGINSAN—OC.KING TO 2-W COMMON Toenail FLOOR JOIST JOIST 2-IOD BOX BLOCKING TO SILL OR 5-1612 COMMON Toenail TOP PLATE 4-16D BOX 1.Er6ER cs !l IP TO BEAM 5-16D COMMON Faaemil � 4-1617 BOX NO SCALE ., . BAND J0157 TO JOIST 3-16D COMMON End-Hall 4-I6D BOX BAND JOIST"TO SILL OR 2-160 COMMON Toenail TOP PLA?`" 5-169 BOX NAILING SCHEDULE FOR UPLIFT CONNECTIONS Follow Manufacturer's Instructions SILL PLATE ANCHORAGE TO CONCRETE FOUNDATION WALL Note: Hurricane Ties do not replace solid blocking. ANCHOR BOLTS AND WASHERS AS REQUIRED WALL STUD LOCATION CONNECTOR NUMBER/SIZE BOTTOM PLATE SILL PLATE ANCHOR BOLT Stud to Top Simpson H7 4-8d to Rafter 11r FLOOR JOIST Plate/Rafters 2-8d to Plates 8-8d to Studs Floor to Floor Simpson CS16 10—#10 Screws SILL PLATE Ties 16 Go. Strap follow hole pattern STEEL STRAP Stud to Rim Simpson LTP4 12-8D Box X Joist to Sill 1-1/2" ` FOUNDATION WALL D b Q F J Face Mount Simpson Follow hole pattern C Anchors LU/U or HU and manufacturer's specifications NO SCALE DESIGN CRITERIA ARE: IN ACCORDANCE WITH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL TO COMPLY WITH SECTION R301.2.1.1 OF THE RESIDENTIAL TABLE R301.2 1 CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Susan Fr00k5� RA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER SNOW DESIGN DESIGN 21 Gentral Drive LOAD SPEED(mph) CATEGORY Weathering Termite Decay TEMP. Moderate Slight to THI5 15 TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE Plandome, NY 11050 SIb-621-4664 45psf 120 ZONE B SEVERE AND BELIEF THE PLANS AS SUBMITTED COMPLY 4Y . - to Heavy Moderate 13 L IN ALL ,+4.r RESPECTS WITH THE RESIDENTIAL CODE AND ENERGY NEALON iZE51DNG� `"t' p` RESIDENTIAL GODS CONSERVATION CON5TRUCTIOIN CODE OF NEW YORK STATE : '' +n. n22�"°j r��`� 5q5 BAYVIF-A AVENUE SOUTHOLD, NY 1141-11 PLYWOOD STORM SHUTTER NAILING ZONES FOR ROOF SHEATHING IN 120 MPH PEAK WIND GUSTS HOLES AT 12" INTERVALS TABLE R301.2.1.2 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d 03 1 03 3/4' PLYWDNn,\- - - - - - - - - - -� FASTENER SPACING FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT< PANEL SPAN < PANEL SPAN < 4 FOOT6 FOOT < 8 FOOT ( 2-1 SCREWS 16" 12" 9'WOOD — e 2-1/2" #8 ® e WOOD SCREWS 160 16" 120 FOR SI: 1" = 25.4mm, 1' = 304.8mm. 11b = 0.454kg 1 03 1 mph = 1.609km/h HOLES IN CENTER OF PLYWOOD FOR PRESSURE EQUALIZATION a. THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33—FOOT MEAN ROOF HEIGHT. ZONE 1 ZONE 2 ZONE 3 ZONE 4 NOTE: WOOD STRUCTURAL PANEL MIN TH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL 7/16", MAX SPAN an, PER R301.2.1.2 PANEL FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. WIND EXPOSURE CATEGORY B 120 MPH. 3 c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. SECOND WIND GUST ZONE d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SEE KNDOYi SCHEDULE FOR 51ZE5 OF WITHDRAWL CAPACITY OF 490lbs. USE 2-1/2" #8 WOOD SCREWS OR 10d COMMON BOX NAILS PLYNOOD AND A PFROVED SHUTTERS NO SCALE NO SCALE RIDGE BEAM DETAILS CEILING BRACING GABLE ENDWALL TABLE R602.3(1) RIDGE BEAM FASTENER DETAIL 2"X4" CONTINUOUS LATERAL RAFTER TO PLATE, BRACE AT 6' O.C. TOENAILED 2 — 16D ROOF RAFTERS TO RIDGE, 2-10d NAILS VALLEY OR HIP RAFTERS TOENAILED 4 — 16D TRUSS OR CEILING JOIST FACE NAILED 3 — 16D RAFTER TIES TO RAFTER FACE 3 — 813 RAFTER GABLE END TRUSS t RIDGE BEAM 10-8d NAILS 5d COOLER NAILS AT 10" O.C. 20X4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS 20 GAGE STRAP AT 7" O.C. 10-8d NAILS _ ENDWALL STUDS NO SCALE VAIM Su5on Frook5, RA Fps�` D ` Rtvlslot�s ,o 21 Central Drive Plandome, NY 11030 516-627-4664 NO SCALEN A�LON RESIDENCE \`c'n do RESIDENTIAL COVE 5q 5 BAYV I EYV AVENUE SOUTHOLD, NY I I q I'l �.� L PENt#5 StI EL SIN.PASS f20WELEl2 INFO EXI5TIN6 FOUNPA110N SPACER @ 1'0" VM11cALLY 4. ' I 2 A_ FOl.1Nf7AfI0N WALI. Y � � a I. 7 EX V6 a. 5SPPEn F0011% e < c c POLN12A110N WALL ANI2 FOOTING - d < I Dl� 13'-8 "JA d & ,A{ 4 P�0'VLNI n ° < .14 . d -_I — --I- .. _ I �` � ' 30 MAX ff] EX15f'G 011,LANK-EMPTY M19 - - ° , MMOVE EXI5f'G MiNI7PY M�CHANICAI. WOM �EXISf'G ELECT.PANEL EXI5f'G CELLAt? MOVE PIPNALE/PLII /OIL a�PLAGI W/ SaAP ANI9 I ; W FOO ANn UNn�TINNING PFA A1�I7 GEOti�PSAAI.SYSTEM LING FLIPI` a I I 2 I 5cal e; 1/ 2'' - 1 '-0" I W-(2) LAYEP 5'GYP. W. p WALL5 AND CEILING , FLT ITMAIN5 I i (2 Zxl Pa �EXISf'G 59EL L EXISf'G%t M L cauMN UP 11 R COLUMN I (2) 2 X 8 ACO 51LL PLM5 W/ _ I ( FLOM 2�" LONG I/2" 121A.ANCNOI? FR5f 1' WIS 5NIEW& 5ILL FOAM 5E/ EXISt'G StAl1 I I P0L.t5 SPACER Af 2'-0" D.C. PA MENf NEW CPAWL SPACE I I Tyr. CPAX SPACE 522 50.Ff. t0 UM5(4) 150.Ff. VENf5 c� PPOVIl7E 6 MIL I I SLOPE FINI51-ft7 Pawffl,ENE VAPOP N I GpAt7E AWAY FPO = PATH I I 51C;l1CfI1PE � CPAWL 5PACl;ACCE55(18"x XI511NG 22") At WINDOW OPENING I I PIC41P IN5. A SLAP ON 6PA12E 8" CMu M POLMP ' CONC.FNI2f.WALL — —� W/ MT. #45fL. i -------- » » INWEStIGA1E EXISf'G ——————————— PLO-VENT MW @2'-0" O.C. FO'UNDA110N AND PAP1 ON, np PE5f01T IF NECE55APY- MrAN W/ EXI5f16 . P.CONC.F0011NG O 2 #4 51L,ITINF.PAP5 = CONMOIJ5 n�1'& AT FOUNPAWN OUNPATION PASS M�N�" ��Af�l ! scale; 1/ 2'' - I '-0" (D- - i i I hate Susan Frook5, n A�'' � � � �} � Permit Peview �A ��8_y �� 21 Central nrive Plandome, NY 11050 516-621-4664 NF&ON 4, ,1a FOUNIMION PLAN 0. 395 PAYVEW MU ��FOF��a�° 5OUTHOLP, NY 1191 N / \ kWOVE EXI5T'G MC.GAft1 , -� ;c A5f' f rOOF APPrOVEt7 PY - iNIS AAA �. Ist FLOM C.N. OW?`)EP L J � OPEN �3 Ul L ujw�lu Li Wil.wl Ist FI.00C? L--j Ur\41 L7,,-]\ O O GPJ�IE O' - 01 I.ANr>;r;Ns Trn. I 19OM/51Pftl ff5 I3Y OWNED/G.C.IN5%A EXIST'CEI.f.AP. �101\1�N ��VA�10�1 i f A51'NALT t;00F AS WLf POOF i - APWOVEn Py OWNED API't?OVEn f3Y OWNER i 15t FI OOC?C,N. GNN31 E VENTAPpROVEn 13Y OWNED N H� OPEN 9",%APPROVEn C3Y OWNER Ist FLOOR GP.A17E O'-0" o I I I EXI5T'aLLAR Susan brooks, �A Permit�eview 21 Central nrive v Plandome, NY 11M 516-62-7-4664 N�A�ON ��SIn�NC� "�.� ;, ^�o Nop1�NI.� FVA110N FA5f F�FVAI ION 395 �AYVI�W MU ` '� °22''o �� A5r UVAION v� � I A911- t ROOF A!'PrO09(3Y OMP A5pNALtK00FW/ 5OLARpANE1.5 COMP,W/ 5(a M CON91 fMf i Ist FLOM C.N. - 1 co �XlSt'G Ist FLOM GAM O'-O" o IeXISt'G �XISt'G I I SIbING APf't?OVFI7 f3Y OVVN�� I I I EX15t'CAI I AR i 50u11-I �L�VAIION I CM LE WNT ffFPOVFn PY OWNF� WINDOW SCHEDULE NUMBER MANUFACTURER MODEL NO. SIZE GRILLE i REMARKS W H O ANDERSEN (2)TW 3046 6'-3-1/4" 4'-8-7/8" 2 OVER 2 FACTORY MILLED Ist FLOM C.N. 0 ANDERSEN TW 3046 3'-1-5/8" V-8-7/8" 2 OVER 2 O F.B.O. 5'-0" 7'-0" 5'-8" VERIFY SIZE W/ OWNER ® ® ANDERSEN TW 3046 3'-1-5/8" 4'-8-7/8" 2 OVER 2 O ANDERSEN TW 3046 3'-1-5/8" 4'-8-7/8" 2 OVER 2 © ANDERSEN Zr, -j 0&0(411, 6'-0" 6'-10-7/8" PROVIDE PLYWOOD STORM SHUTTERS O RELOCATE EX'G V.I.F. V.I.F. PROVIDE PLYWOOD STORM SHUTTERS O ® ANDERSEN TW 3046 3'-1-5/8" 4'-8-7/8" 2'OW—2 7 Ist FLOM FXI5t'6DOMffI.00ATE17 I I I I/gjL pt LfUjOc0p ':�F��,� bate Susan Frooks �� - �� 7 permit Veview 21 Central nrlve Plandome, W 11050 516-62-7-4664 4d1. , �� ^,� '�z2��° ®�� 5OUTH ANn M5f FLMION M5T F��VATION N�&ON PT511TNG� ��. o WINnOW 5CNMU 395 PAYVEW MU 50u11-IO�n, NY 11,911 2x8 2 x 8 @ 16" 0,C @ 16" O,C, —� CONTINUOUS 1' RIDGE VENT W/ INSECT SCREEN RIDGE BEAM I %O-ICF PAM O 3' -0" ( Tw') - �v x 4 soUD _, ATTI OsnNc AT RI A5PH&f p00� ApppOV�n COY OWN�f? y/ °� ENDS S!Y ° 2x10 x x x x 2 X 6 COU AR TIES AT 32' O.C. TYP. x x @ 16" O,C, 2 x 8 A�OUNb @ 16" 04. S�C�ION @ p00� C HIMY �4511N6 P,,M� PFAM �X1EN12 �X151M I?IbG� PFAM CONI1NUOU5 I?In6� VM 2x10 @ 16" O,C, pHAL1" p00F W/ SO�At? PAMS - i DOI?nINAt W/ 50LAI? CON51TAW _ — 5NO-ICE 12AM fO 3' -0" C TV,) _ — — `— -- -- ATHAl,1' I?00F ApT002 COY OWW\ \00� ��AN i Pate u m F rooks, �A t<a s Permit review 21 Certtral Prive Plandome, NY 1103O 516-621-4664 o. �o �- • 0221 I\001 PLAN U V 395 [3AYVEW MU � 50UTHOW, NY 1197 - JA p",0 0 F CONI1NUOU5 METAL WIP �nGF AT KFIWTFI?5 TV. 1?001` TO MATCH�4511N6 � NSW APCHItCffAl. A5FHALT 5HIN61,1�5/ 36" BOLL :3/4" rLYW00n ICE PAM 3O U3. PUIL12INCA PAPW 3/4" �XT. PLywoon 2KIO POOP Mtl�5 5HFATHIK I" MIN, AIPTAC�, V-30 MIN IN51A110N, 2 W/COLLAR lt5 EACH / x 10 WOO MV5 AT 16" O.C.. COLLAg 115 TO COPS _ r 12 ON FACH MV SOLAR PAN�L5 COOpn. W/ CON5ULTANT 2� c �'��'�% V.I.Q. 1, x x - x 2 X 8 CLG, J015T5 Af 16" O.C. W/ p-22 PAff �21 IN5ULAT10N TV. 1I� 1/ 2" 6w5UM � i 2x6 J015f CONN�Ct[9 TO t 5 WALL 130ARn AT - Wn. GOWN 2-1/2" POA�n & C3�An WOGV TIM 13Y Pn5 a EQUAL WALLS & 1/2" GYP5UM WALL 60ARn AT W&1L5 & C�LING5 TV. Lo CEILINGS TYp, - IdO FA5CIA (2) 2x10 COPPp F FLA51-1I1\16 4YA WOOn Po5T F 1 P115T F OR 8" PIA. pAINTn COLUMN Apt'f;OV�n 13Y OWNW VINYL 51PIN6 TYV�K HOU51� WRAP R-I C3ATT IN5ULA110N HARnWOOn F00� PY OWNER ON 3/ 4" FLYWOOn 1 p00F @ PRCH TV. 3/4" EXTERIOR 61Wn PLYW0019 5HWHIN6 6LUF19 & 5CkFXI9 TO 2 x 10'5 @ 16" O.C. TV. R-21 fT.(2) 2 X 4 M. TOP PLATE 2" X 4" V�UCAL MIN, 6AfT IN51A110N 5TUn5 5PATP 16" O.C, TYp. C 2) 2 X 4 M, D01'OM i wn.DAsF-rM. MA OF NSW 1`0R CON5T,TO MATCH FXI5T. iz-V Z ALIGN 5/41, PLY WOOb 5U1 if om///[Tf-- 5LOP� GMT MIN, 6" WITHIN 10 ff. OF NFW �' t?-38 13ATT. INSULATION CON5TRUC110N TYp. �XI511%FLOOF J015T "TACO" CONNFC11ON TO NSW 2 x 101`0R a . piraH ►� °° ° �£ J015T —_ II I I 1=III=I= NSW SLAB, ALIGN W/ �X(151"G 5LA13 ON GW� I—I I I-1 I F I 1=1 I I—I I I=III—III—III—I I—) 11—_, i —III— I I ON ApppOV�n VAPOR 6A I�R ANn CpUSH�n GpAV�L 1=1 I I I I I ,III-1 11=1 11=1 I M I M1 I M I MI I I -11I I- III-1 I I—III—III=1 1=1 I I—. I— I I—I 11=1 ; 1 45VCA 5LAI3 ON Gm 2" 06G IN5ULA110N i I ,=III_ I I, :a I I=1 I I=1 11=_ I ►�- , ,— I ,� 8,� I-1 I I—I I I—I I I- CHIXN WIC O> LIGNTNING FOUNPATION WAI TAR MAs11C I I I I=1_ I I=1 I I=1 I I=i I FOV IN5ULA110N 5UpPM � � I—III—III—I 11—I 8" THK. EOUNPA110N WALL #4 51L. 1 INF. 6AR5 4'0 =I I I=I I I-I I J=I= III=III=III=I = �XI511NG O.C. VEUCAL 2'0 AT CORNER5 4'0 O.C. HOPIZONTAL I i=oog°oog ° I e a I=III=1 I I=I i I=1 I I- ' _— °S)o°o o°° _ �OUNnA110N (-°°°° ° I w 111—I 11—I 11—I I—� TV. VER11CAL-CMU 5 OR POMP CONC.-ALIGN W/ g° �°g° = I— I— %0 �° °.0 oo g g�' I I—I 11=1 1—III—I 1 I- _co °° -III_ _ — —111=I I I-1I I=1 5�CWN @ FOUNPA110N 6" PVC PMOMTW 19MN TUBE AT FNn, PERIMETER i - 3�, e a I=III=) I I=III I"-1'-0" —III I III 11 I=1 I 11-1 I I- FOOM6 i=11i-11= Q a o f=11i-1 i i;Ili=i CUHEn GRAVEL I—III III III=1 I 12" X 2416 POU CONC. EOO11NG W/ 2 # 4 5TL. :I _—,I i i,�,I I I REn REINS. C3AR5 CONI1NUOU5 TYR i6�, MIN COMPACT FAI?11 i W& 5�cfioNI 1)ale 4 permit Peview Susan F rooks, PA r. 21 Central drive Plandome, NY 11030 516-621-4664 N�ALON ��51n�NC� � �'`'�,�✓,�. .�_. � � wALL 5Ec11oN5 �J pl Tf&5 395 r�AYVI�WAV�NU� ; �- A, 50UTHOLn, NY 119-7(' }" A-� GENERAL NOTES I. IT IS EXPECTED THAT THE CONTRACTOR WILL HAVE 20. CONTRACTOR TO CONSTRUCT AND/OR MAINTAIN EXISTING la. EXTERIOR WALL 5HEATHIN6 SHALL BE CONTINUOUS 1. PROVIDE NEW ALUMINUM GUTTERS AND LEADERS. DI5CU55 GUTTER VISITED THE SITE AND BE THOROUGHLY FAMILIAR WITH THE FIRE RE515TANT FLOOR, WALL, AND CEILING A55EMBLIE5 AS FROM THE BOTTOM PLATE TO UPPER TOP PLATE, WITH ALL AND LEADER PLACEMENTS WITH ARCHITECT PRIOR TO INSTALLATION. EXISTING CONDITIONS AND REPORT DI5CREPANCIES'OR REQUIRED BY NEW YORK STATE AND LOCAL CODES, INCLUDING PANEL EDGES OVER FRAMING DISCHARGE TO APPROVED DRAINAGE AREAS ONLY. USE FULL LENGTHS ADVERSE CONDITIONS WHICH MAY ALTER DESIGN INTENT BUT NOT LIMITED TO ONE (1) HOUR SEPARATION AROUND WHEN POSSIBLE, AND PLACE 5EAM5 IN THE LEAST CONSPICUOUS 20. RAFTERS SHALL BEAR DIRECTLY ON LOAD BEARING 2. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK GARAGES, GAARAGERAGEHIMNEY FLUES.S, ROOMS CONTAINING FUEL-BURNING EQUIPMENT AND WALLS AND BEARING SHALL BE GREATER THAN I Yz". MANNER OF ALL QUALIFIED SUBGONTRAGTORS AND BE SOLEY RAFTERS SHALL BEAR DIRECTLY ON RIDGE BEAM OR BE 6. PROVIDE TYVEK, OR MINIMUM 15L5 ASPHALT IMPREGNATED BUILDING RESPONSIBLE FOR MATERIALS, MEANS AND METHODS, 21. ALL INTERIOR WALLS SHALL BE MINIMUM 1/2' FIREGODE SUPPORTED BY HANGERS OR FRAMING ANCHORS. PROVIDE PAPER AT VERTICAL SHEATHING, OVERLAP SEAMS AT LEAST 6". AT EQUIPMENT AND SERVICES NECESSARY FOR AND GYPSUM WALL BOARD FULL-HEIGHT BLOCKING BETWEEN RAFTER ENDS. WINDOWS AND DOORS OVERLAP 4" INTO OPENING REASONABLY INCIDENTAL TO THE WORK 22. ELECTRICAL UNDERWRITERS CERTIFICATE AND FINAL 21. ALL WOOD BEAMS BEARING MASONRY SHALL HAVE A cl. PROVIDE EPDM ROLL RUBBER MEMBRANE ROOFING AT FLAT ROOFED SURVEY MUST BE SUBMITTED AT THE COMPLETION OF THE JOB MINIMUM BEARING OF 4". THE ENDS OF ALL WOOD BEAMS 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE BEARRING ON MASONRY SHALL BE FIREGUT. BEVEL 3" INTO AREAS. USE PRE-FORMED RUBBER BOOT FOR PENETRATIONS AT POSTS OF NEW YORK STATE, THE NEW YORK STATE ENERGY IAIOO� �OT � DEPTH OF THE BEAM. 10. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CONSERVATION CONSTRUCTION CODE, THE FIRE CODE OF �' `4 CLA551FICATION OF NOT GREATER THAN 200 IN CONFORMANCE WITH NEW YORK STATE AND TO ALL LOCAL LAWS. 22. PROVIDE A MINIMUM ONE HALF INCH AIR SPACE SECTION R31Q.1 4. CONTRACTOR SHALL 015OU55 CHANGES OR 'EXTRAS' 1. WOODWORK, WHERE INDICATED AS NOT CONTRACT', BETWEEN WOOD AND MASONRY OR PROTECT OR TREAT 11. ALL INSULATION INCLUDING FACINGS, VAPOR BARRIERS, OR QUALIFIED MILLWORK COMPANY OTHER THAN THHEE PRIOR TO PROCEEDING, UNLESS ACTING TO RESOLVE AN Q SHALL MEAN FURNISHED AND INSTALLED A WOOD NEW CONCRETE AS REQUIRED. BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALL QUALIFIED URGENT CONDITION. CONTRACTOR SHALL SUBMIT WRITTEN ,� ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A CONTRACTOR, EG CABINET DESIGNER/INSTALLER 23. UPLIFT STRAP CONDITIONS: USE SIMPSON TIES OR CHANGE-ORDERS, NOTING IMPACT TO SCHEDULE AND FLAME-SPREAD INDEX NOT TO EXCEED 450 IN COMPLIANCE WITH COSTS, WITHIN 24 HOURS 2. CABINET DESIGNER SHALL PROVIDE CONTRACTOR WITH EQUAL FOR HURRICANE CLIPS AND TIES DOWNS. USE MINIMUM SECTION R320.1 SIGNED-OFF EXACT HEIGHTS AND CENTERLINES, COORDINATED (3) Y,�D COMMON NAILS OR IOD BOX NAILS IN EACH END OF 5. CONTRACTOR SHALL GIVE ADVANCE NOTICE D WITH ALL ROUGH - INS FOR PLUMBING;GA5,ELEGTRIGAL, LIGHTING l O F 20 NALL, ALL A NAL GRADE 22 STEEL STRAPS ON 12. CONTRACTOR SHALL PROVIDE INSULATION TO COMPLY WITH THE NEW OWNER AND ARCHITECT FOR "DROP-DEAD" DATES AND EXHAUST, INCLUDING BUT NOT LIMITED TO OUTLETS, ROOF TO WALL, WALL TO WALL AND WALL TO FOUNDATION YORK STATE ENERGY CODE AT ALL EXISTING WALL, ROOF, OR BUILDING AND APPROVAL OF SAMPLES OR SH R OF DELAYS S. SWITCHES, HI-HATS, FIXTURES, TELEPHONE, GABLE, UNDER CONNECTIONS ENVELOPE ASSEMBLIES THAT ARE EXPOSED DURING THE COURSE OF CONTRACTOR SHALL INITIATED ADVISE OWNER OF DELAYS COUNTER LIGHTS, EXHAUST, AND ALL APPLIANCE GUTS WITH 24. PROVIDE "AGQ" NEW SILL PLATES TO COMPLY WITH DEMOLITION OR CONSTRUCTION DUE TO ANY OWNER INITIATED DECISIONS SPECIFICATIONS SEC.. R323. CONFIRM THAT OTHER STRUCTURAL MEMBERS 13. INSTALL VAPOR RETARDER IN ALL NEW FRAMED WALLS FLOORS 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OR SHEATHINGS THAT ARE WITHIN 6-12" OF EXPOSED AND ROOF CEILINGS ON THE WARM-IN-WINTER SIDE OF THE INSULATION PROVIDE FREQUENT PROGRESS UPDATES AS WELL AS 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL TO GROUND COMPLY WITH SEC R 323 TO COMPLY WITH R 322.1 PROVIDE ROUGH-FINISHED SPACE FOR CABINET DESIGNER, TO PROVIDE PROTECTION FROM TERMITE DAMAGE,BUDGET UPDATES, WITH PAYMENT SCHEDULES INCLUDING BUT NOT LIMITED TO: 5HEETROGK LEVELAND TRUE, PROVIDE AGQ OR COPPER TERMITE SHIELDS AT ALL NEW SOLID BLOCKING, WINDOWS AND DOORS, FINISHED FLOORING, SILLS PRO TO COMPLY WITH SEC. 324 -1. CONTRACTOR TO DETERMINE MOST BENEFICIAL POINT ELECTRICAL, PLUMBING. CONTRACTOR SHALL RETURN TO WINDOWS, DOORS, HARDVARE AND (5LAZ I NG: OF ENTRY OF UTILITIES AND DETERMINE OPTIMAL COORDINATE WITH DESIGNER FOR HOOK-UP AND SETTING OF ALL 26. STAGGER PLYWOOD. GLUE AND SCREW OR USE EPDXY ROUTING, AND SUPPORT OF NEW AND EXISTING PIPES, APPLIANCES COATED 5HANKED NAILS. ' I. SEE DOOR AND WINDOW SCHEDULE FOR 517E5 AND DUCTS, CONDUITS 21. AL WOOD 5TRUGTURAL FRAMING MEMBERS SHALL SPEGIFIGATIONS. 4. CABINET DESIGNER SHALL TAKE FINAL FIELD MEASUREMENTS, ICA 5. CONTRACTOR SHALL WARRANT HIS W ALIGN VERTICALLY TO ALLOW PROPER INSTALLATION OF WORK AND THAT AND PROVIDE SHOP DRAWINGS TO ARCHITECT FOR LAZY METAL VERTICALLY ToHORING, 2. CONTRACTOR TO PROVIDE STANDARD 5UBSILL5, SILLS, OF HIS SUBCONTRACTORS FOR A PERIOD OF ONE YEAR SUSANS, APPLIANCE PANELS, MATCHING GROWN AND BASE AND LOAD TRANSMISSION STOOLS, APRONS, JAM55, EXTENDED JAM135, STOPS, SILENCERS, FROM DATE OF ACCEPTANCE, AND/OR ONE YEAR FROM APPROVAL OF CABINETS, DOORS, DRAWER5, PULL-OUTS, FROM ROOF RIDGE DOWN TO FOUNDATION. HINGES, GL05ER5, AND GREMONE BOLTS, LATCH SETS, PULLS, CORRECTIVE WORK MOLDINGS, OTHER SPECIALTIES, AND HARDWARE HANDLES, HARDWARE, AND KNOBS IF NOT OTHERWISE INCLUDED AS STANDARD BY SUPPLIER 9. CONTRACTOR SHALL ADEQUATELY PROTECT PROPERTY 5. MATERIAL WHERE INDICATED A5 FURNISHED BY OWNER, (FBO), METALS: 3. ALL WINDOWS BY ANDERSEN OR APPROVED EQUAL SHALL INCLUDE THE FROM DAMAGE AND SHALL CORRECT DEFICIENCIES TO SHALL MEAN FURNISHED BY OWNER AND INSTALLED BY FOLLOWING FEATURES: T/8" SIMULATPPROV D E UALLITE-S; LOW-E GLASS,; EQUAL OR BETTER CONDITION. CONTRACTOR SHALL MAKE CONTRACTOR I. CONTRACTOR TO PROVIDE MISC. METALS, NOT U5UALLY5HOWN, SUCH ATTEMPTS TO HALT MIGRATION OR DUST AND D G 5-I/4°JAMBS; JAMB LINER; WHITE SCREEN; BRASS HARDWARE. NOTE: EBR15 AS: NAIL5, ANCHOR BOLTS, LA BOLTS, TIES, HURRICANE TIES, TEGO INTERIOR AND EXTERIOR CASING BY REEK; 6. PATCH EXISTING OAK FLOOR TO MATCH AS REQUIRED, AND CONTRACTOR ELS, SHIELDS, CLIPS, VENTS, SLEEVES, ANGLES, FLASHING, 10. DIMENSIONS ARE FOR GENERAL INTENT ONLY. INSTALL NEW 2 1/4" OAK FLOOR TO MATCH EXISTING WHERE NOTED. GOU5 ER5, 5HI RING GRIPS, VE LINTELS CLEATS CORNER BEADS CONTRACTOR SHALL VERIFY ALL DIMENSIONS, (VIF), AND STAIN SAMPLE AREA FOR APPROVAL. TWO GOATS WATER BASED COUNT 5 DUCTS, ETC NECESSARY FOR PROPER COMPLETION OF,THE 4. ALL EXTERIOR DOORS "CUSTOM" TBD SHALL INCLUDE THE FOLLOWING ALIGNMENTS, (ALIGN), IN FIELD. CRITICAL REFERENCES AND URETHANE REBAfWORIK FEATURES: POLISHED BRA55 LEVER HANDSET AND HINGES; BRA55 BENCHMARK DIMEN51ON5 ARE 50 NOTED, OR ELSE CYLINDER LOOKS; MASTER KEYING WITH ALL LOCKS; LOW-E GLASS; GOVERNED BY VIF DIMENSIONS. DO NOT 50ALE DRAWINGS -1. PROTECT FLOORS WITH HEAVY DUTY CONSTRUCTION PAPER 2. PROVIDE COPPER TERMITE SHIELD BETWEEN FOUNDATION AND EXTENDED METAL- WEATHER-TIGHT SADDLE; SIMULATED DIVIDED LITE5, UNTIL COMPLETION OF THE PROJECT SILL PLATE APPLIED EXTERIOR GRILLES 11. CONTRACTOR MUST FURNISH A5-5UILT DIAGRAMS FOR 5. FLUSH OAK SADDLES AT WOOD DOORWAYS. BEVELED OAK 5. ALL HABITABLE SPACES SHALL HAVE EMERGENCY EGRESS AND PLUMBING AND ELECTRICAL ROUTES, AND ANY REDUCER SADDIJ=S AT TRANSITIONS 3. EXPOSED METALS SHALL BE HOT DIPPED GALVANIZED. PREVENT PROVIDE NATURAL LIGHT AND NATURAL VENTILATION IN COMPLIANCE WITH STRUCTURAL CONDITION(S) IF DIFFERENT THAN DISSIMILAR METALS FROM GALVANIC ACTION SPECIFIED q. FINGER JOINTED PRIMED MILLWORK NOT ACCEPTABLE THE RESIDENTIAL GODS OF NEW PORK STATE. 12. PERMITS SHALL BE APPLIED FOR AND SECURED BY 10. PRESCRIPTIVE DESIGN CRITERIA FOR WOOD SHALL THERMAL, MOISTURE ,AND ROOF I NCB: LOADS SP EXTERIOR ED Ni TABLE R301.2(2) AND R3012(3)NDON5 AND DOORS SHALL T OR EXCEED WIND CONTRACTOR UNLE55 OTHERWISE DIRECTED. OWNER CONFORM TO AMERICAN FOREST AND PAPER ASSOCIATION SHALL REIMBURSE COSTS OF PERMITS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO 1. ALL EXTERIOR WINDOWS AND DOORS SHALL BEAR A LABEL FAMILY DWELLING5 AND TO THE RESIDENTIAL CODE OF NEW I. CONTRACTOR SHALL PROVIDE ALL WEATHER-STRIPPING, IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND YORK STATE CAULKING, BUILDING PAPER, PLASTIC SHEATHING, INSULATION, INDICATE COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.5.2 0. CONTRACTOR SHALL CONFORM TO APPROPRIATE FLASHING, VAPOR BARRIERS, DRAFT STOPS, EXPANDABLE CONSTRUCTION, ENERGY, MECHANICAL, ELECTRICAL, 11. ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR SEALERS, BACKING RODS, 5EALINT, VENTS, BAFFLES, GROMMETS 8• ALL EXTERIOR WINDOWS AND DOORS AND THEIR INSTALLATION SHALL STRUCTURAL AND CIVIL CODES WHICH ARE ENFORCEABLE BETTER GRADE DOUGLAS FIR/HEMLOOK FIR. ALL LUMBER AS REQUIRED FOR WEATHER-TIGHT, AIR TIGHT JOB COMPLY WITH THE NEW YORK STATE ENERGY GORE AT THE TIME OF PERMIT ISSUANCE. IT 15 ASSUMED THAT SHALL BE PROPERLY 5EA50NED AND NEW, FREE FROM cf. GLASS BELOW 15" AFF SHALL BE TEMPERED SAFETY THE CONTRACTOR 15 FAMILIAR WITH THE RULES AND KNOTS, SHAKES, ROT OR OTHER DEFECTS. ALL LUMBER 2. DOOUBLE CAULK ALL WINDOW5, EG: PROVIDE CONGEALED GLASS REGULATIONS, AND INSPECTION SCHEDULES OF THE DIMENSIONS AFTER SEASONING SHALL CONFORM TO THE 5EAL.ANT AT ROUGH OPENINGS AT EXTERIOR DOORS AND WINDOWS, MUNICIPALITY HAVING JURISDICTION MINIMUM DIMENSIONAL REQUIREMENTS PER PS-20. ALL NEW HEAD, JAMB AND SILL, PRIOR TO SIDING, AND ALSO, APPLY BEAD OF FLOOR/ROOF JOISTS, HEADERS/TRIMMERS AND OTHER 5EAL.ANT AFTER CASING HAS BEEN INSTALLED 14. SHOP DRAWINGS ARE REQUIRED FOR CUSTOM HORIZONTAL MEMBERS SHALL BE SET WITH GROWN EDGE UP. STONE ,AND TILE Y�IOR�G MILLWORK ITEMS, CUSTOM STONE AND TILE LAYOUTS AND 12. ALL STRUCTURAL LUMBER SHALL BE DOU6LA5 3. PROVIDE ASPHALT ROOF, VERIFY COLOR WITH OWNER. MECHANICAL SYSTEMS FIR/LARCH NO.1 OR NO. 2. WITH BASE FB=550 F51 TYPE 'F' 4. FLASHING: PROVIDE 16 GAUGE MINIMUM COPPER FLASHING AT NEW 15. GG 15 RESPONSIBLE FOR COORDINATING ALLPORTIONS AS PER THE AMERICAN FOREST AND PAPER ASSOCIATION, AND REPAIRED EAVES, HIP VALLEYS, WINDOW 5UB-51LL5, HEADS, I. STONE COUNTER TOPS SHOULD BE TEMPLATED FURNISHED AND OF THE WORK WHETHER 8Y HIS OWN FORGES OR BY OWNER'S DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. STARTER BOARDS, PANELS, WATER-TAB1J=5, STEP FLASHING AND BLIND INSTALLED BY THE MARBLE SUPPLIER . UTILIZE FULL SLABS, HAIRLINE AKIMI JOINTS ONLY WHERE NECESSARY FORGES, EG: CABINETRY AND BATH INSTALLERS, SECURITY 13. STRUCTURAL MEMBERS ARE DESIGNED TO RESIST FLASHING AS REQUIRED. PROVIDE COPPER OR RUBBER PANS AT INSTALLER, TELEPHONE AND CABLE COMPANY, ETC. AND THE FOLLOWING LOADS: FLOORS 40 P5F-LL+ 20 PSF WINDOW SILLS 2. CERAMIC TILE WILL BE SELECTED BY OWNER, AND FURNISHED SHALL COORDINATE PROBLEMS BETWEEN PARTIES DL; BEDROOMS 30 PSF-LL + 20 PSF-DL ATTICS 20 AND INSTALLED BY CONTRACTOR. MATERIAL ALLOWANCE OF sl0 SF PSF-LL+ 10 PSF-DL ROOFS 50 PSF-LL+ 22 P5F-DL. 5. ICE DAM SHALL BE 56" FROM EDGE OF EAVES TYPICAL. FLASHING FOR CERAMIC AND QUARRY TILE I6. NO FOOTINGS PLACED OR DRYWELLS COVERED SHALL TRAVEL 15 INCH MINIMUM AT CHANGES OF PLANE, AND TURNED-UP 3. CONTRACTOR SHALL DETERMINE QUANTITIES OF TILE, TRIM UNTIL APPROVED BY INSPECTOR 14. DOUBLE ALL FRAMING UNDER PARTITIONS THAT ARE 24" AT PLANE OF WALL INTERSECTION. NO NAILS SHALL BE DRIVEN PIECES, LEFTS, RIGHTS, INS, OUTS, CORNER PIECES, ETC. 1/5" JOINTS, 17. INSURANCE FOR WORKERS AND PROPERTY SHALL BE PARALLEL TO FRAMING AND AROUND OPENINC75 THROUGH COPPER, FORM DOUBLE LOOKED SEAMS FOLDED AND MAX. USE THIN SET ADHESIVE FOR MANUFACTURED TILES, AND MAINTAINED BY CONTRACTOR AT ALL TIMES. COPIES MUST 15. PROVIDE CONTINUOUS 50LID BRIDGING BETWEEN PRE55L2;) PER INDUSTRY STANDARD MUDSET FOR STONE AND HANDMADE TILJ=S BE SUBMITTED TO BUILDING DEPARTMENT - NO WORK SHALL BEAMS, OVER GIRDERS AND PLATES OF BEARING 6. USE GE CAULKING AND SEALANT PRODUCTS ONLY AT EXTERIOR 4. GROUT TO BE "BONE " UNLE55 OTHERWISE SPECIFIED BE STARTED UNTIL COMPENSATION INSURANCE IS FILED PARTITIONS. METAL BRIDGING STRAPS MAY BE BUILDING JOINTS 15. UNLE55 OTHERWISE NOTED, CONTRACTOR SHALL SUBSTITUTED AND INSTALLED ACCORDINGLY. PROVIDE TEMPORARY TOILET FACILITY ON SITE AT REAR 16. ALL CONGEALED SPACES IN WAL L5 AND CEILINGS YARD SHALL BE FIRESTOPPED. la. UPON COMPLETION OF THE PROJECT, CONTRACTOR IT ALL HEADERS SHALL BEAR ON 50LID 4"x4" WOOD cJV 5G1n �rOO�S Rat DATE SHALL GLEAN THE ENTIRE PREMISES AND RESTORE POSTS. %'�" _ -=� PROPERTY BY REPLACING DAMAGED TREES OR 18. DRILLING AND NOTCHING OF EXTERIOR WALLS 21 Central Drfve AND x't PLANTS, RAKING SOIL AND FILLING TIRE-BUTT MARKS BEARING PARTITIONS SHALL COMPLY WITH SECTION 5.4.1 Plandome, NY 11050 516-62-7-4664 WITH TOPSOIL, SEED AND MAKING REPAIRS TO OF WFGM DRILLING AND NOTCHING OF TOP PLATES <d DAMAGED ASPHALT SHALL COMPLY WITH SECTION 5.4.1 OF THE WOOD FRAME CONSTRUCTION MANUAL (WFGM). �, � MATERIALS 4 ME LON RESIDENCE PERrORMANCE SPECS 5q5 BA**rVIEW AVENUE �0;- SOUTHOLD, NY IIII I � � FAINTING: SITE AND I=OUNDATI ON WORK I. PAINTING OF INTERIOR AND EXTERIOR SHALL BE INCLUDED IN THE I. 501L 15 511, 5P, OR GM FROM 501L GROUP I (TABLE R401.4.11) AND CONTRACT. WALLPAPER AND DECORATIVE FINISHES FBO PRESUME 501L BEARING CAPACITY 15 2,000 POUNDS PER SQUARE FOOT. CONTRACTOR TO VERIFY 2. AT INTERIOR: TWO SPACKLE GOATS, MIN., SANDED AND PREPPED AND PRIMED AS REQUIRED. DETERMINE DEFECTS WITH FLOOD LIGHT TEST BEFORE TWO FINISH GOATS OF LATEX PAINT 2. CONCRETE SHALL HAVE A MINIMUM 28 FIELD CURED COMPRESSIVE STRENGTH OF 3,000 P51, MAXIMUM AGGREGATE SIZE 3. INTERIOR WALLS: BENJAMIN MOORE; SEMI-GLOSS, NAVAJO 5/4° SITE' TYP 3. SLOPE SOIL AWAY FROM FOUNDATION TO COMPLY WITH R 401.5. 4. INTERIOR CEILINGS. BENJAMIN MOORE; FLAT CEILING WHITE, PROVIDE MINIMUM SLOPE OF 6" WITHIN THE FIRST 10 FEET OF THE TYP FOUNDATION WALL 5. INTERIOR MILLWORK: WINDOWS, DOORS, CASING, GROWN, 4. ALL EXTERIOR FOOTING/FOUNDATION SYSTEMS SHALL EXTEND BASE, SHELVING: BENJAMIN MOORE, GLOSS DOVE WHITE BELOW THE FROST LINE, MINIMUM OF 5'-0" BELOW GRADE TO COMPLY WITH SEC. R 403 6. AT EXTERIOR: SAND AND PRIME BARE WOOD WITH OIL-BASED PRIMER AND TWO FIN15H GOATS OF OIL-BASED PAINT. SEAL 5. NEW FOOTINC75 TO NEW CRAWL SPACES SHALL BE STEPPED KNOTS AND GRAINING (MAXIMUM I FOOT VERTICAL TO 2 FEET HORIZONTAL) OR SLOPED 1. EXTERIOR TRIM: GLOSS, WHITE AT NO MORE THAN A 50 DEGREE ANGLE. TOPS OF ALL NEW FOOTINGS SHALL BE LEVEL. PROVIDE UNDERPINNING WHERE OLD PLUMBING, ELECTRICAL, ,AND MEOHANI GAL AND NEW FOOTINGS MEET 6. FOUNDATION DRAINAGE SHALL BE PROVIDED AND INSTALLED IN I. LICENSED PLUMBER SHALL SECURE ALL REQUIRED APPROVALS COMPLIANCE WITH R 406. FOUNDATION DAMP-PROOFING SHALL OF AGENCIES HAYING JURISDICTION AND OBTAIN APPROVALS AT COMPLY WITH SEC. R 406.1 AND SHALL BEGIN AT THE TOP OF THE COMPLETION OF WORK, FOR OWNERS CERTIFICATE OF OCCUPANCY FOOTING AND END AT FINISHED GRADE. THE MEMBRANE SHALL BE INSTALLED AND COMPLY WITH THOSE LISTED IN R 4062 2. PLUMBER TO DETERMINE PIPE SIZES, WASTE LINES, SUPPLY LINES, '1. ALL EXTERIOR WALL5 SHALL BE SUPPORTED ON CONTINUOUS FITTING5, VALVES, GATE OR CHECKVALVE5, GATE OR CHECK VALVES, SOLID OR FULLY-GROUTED MASONRY OR CONCRETE FOOTIN65 FROST FREE HOSE BIBS, LENGTHS AND PRESSURE CALCULATIONS, SUFFICIENT TO ACCOMMODATE ALL LOADS AND TRANSMIT THfEM TO PITCHES, RISERS, STACKS, VENTS, CLEAN OUTS, ACCESS PANELS, THE SOIL. FOOTINGS SHALL BE A MINIMUM OF 12" WIDE FOR W(DOD SHUT-OFFS, METERS, INSULATION AT EXPOSED CRAWL AREAS, OPTIMAL FRAME CONSTRUCTION AND IV' WIDE FOR WOOD FRAME WITH ROUTING AND SUPPORT OF HI5 WORK BRICK VENEER TO COMPLY WITH SEC R 405.1. FOOTINGS SHALL REST ON UNDISTURBED 501L OR ENGINEERED FILL 3. COPPER SUPPLY LINES. PVC WASTE AND DRAIN LINES 8. NO FOOTINGS PLACED OR DRYWELLS COVERED UNTIL 4. UNDERGROUND LINES FROM LEADER PIPES TO DRYWELL5 SHALL APPROVED BY THE BUILDING INSPECTOR BE 6" HEAVY DUTY PVC, PIPING ci. ANCHOR BOLT 5PACIN5, SIZE, AND DEPTH SHALL COMPLY WITH WFCM. 5. ALL CONNNECTIONS TO POTABLE WATER SHALL CONFORM TO ANCHOR BOLTS SHALL BE 1/2" DIAMETER MINIMUM HAVE 24" D/BEDMENT 5EC. P 2902.4.1 THROUGH 172cIO2.4.5 INTO CONCRETE BE PLACED V-0" O.G. AND BE PLACED AT COORNERS AND LOCATED WITHIN I'-O" OF CORNERS. (6. ALL DRAIN, WASTE, VENT PIPES AND FITTING MATERIALS SHALL 10. PROVIDE MINIMUM 24" X 18" ACCESS OPENINGS TO ALL NEW COMPLY WITH TABLE P3002.1 CRAWL SPACES TO COMPLY WITH 5EG. R 408.3 T PROVIDE AIR GAPS OR BACK FLOW PREVENTION DEVICES AT II. PROVIDE MIN. 6 MIL POLYETHYLENE VAPOR BARRIER BELON! DISHWASHERS AND WASHING MACHINES NEW FLOOR 5LA85 OR GRAWL SPACE SLABS TO COMPLY WIII'h 5. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED FOR SEC. R 504.2.2 CONFORMANCE WITH SEC. P2505 OF THE NEW YORK STATE PLUMBING GORE a. IDENTIFY ALL NEW AND EXISTING LINES WITH METAL ID TAG5 MISOELLANEOU5 A00E550RIE5/APPLlj4;N0E5 10. COORDINATE WITH G.G. ALL EQUIPMENT LAYOUT FOR ICE MAKERS, WATER LINES, GA5 LINES, ETC, ETC, PRIOR TO I. G.G. TO COORDINATE INSTALLATION OF TIKVIKI STOVE IN LIVING. COMPLETION OF FRAMING TO COORDINATE ROUTING 0, PITCHES VERIFY REQUIREMENTS, 5TRUCTURAL SUPPORT, VENTING AND F.A.I. II. ALL HEATING, VENTILATING AND AIR-CONDITIONING 5Y5TEM5 WITH MANUATACTURER SHALL COMPLY WITH PART V OF THE NEW YORK STATE RESIDENTIAL CODE AND WITH CURRENT REGULATIONS OF THE 2. PROVIDE "STAR" TELESCOPING PULL DOWN ATTIC, 5TIAR NATIONAL FIRE PROTECTION ASSOCIATION. 53060, 50" x 60"OR APPROVED EQUAL. VERIFY LOCATION IN 12. ALL MECHANICAL EQUIPMENT SHALL MEET OR EXCEED FIELD WITH OWNER. PERFORMANCE REG2UIREMENT5 OF TABLE N1103.1 5. COORDINATE ALTERNATIVE ENERGY SOURCES WITH OWNEfa'5 15. ALL HVAG PIPING SHALL BE INSULATED TO CONFORM WITH CONSULTANT. DISPOSE OF EXISTING HVAG SYSTEM, COMPONENTS, TABLE N11035 AND PETROLEUM WASTE IN ACCORDANCE WITH ALL LOCAL, 5TATE, AND FEDERAL REGULATIONS. 14. MECHANICAL CONTRACTOR SHALL DETERMINE DUCT 51ZE AND ROUTING OF NEW DUCT WORK AND TIE-IN5 TO EXISTING SYSTEM. SEE 4. PROVIDE APPROVED FABRIC, PLYWOOD OR OPERABLE STORM PLANS FOR PROPOSED THERMOSTAT, REC715TER AND GRILLE 5HUTTER5 ON ALL OPENING5 IN COMPLIANCE WITH NY5 RESIDENTIAL LOCATIONS, AND PROPOSE ALTERNATIVES COMPATIBLE WITH AND ALL LOCAL REGULATIONS. PROPOSED ARCHITECTURE. SUBMIT DIAGRAM OF DUCTS, REGISTERS, REGISTERS, HAND-AOCE55 OF PROPOSED SYSTEM ---- 15. PROVIDE NEW AC SYSTEM FOR EXI5T AND NEW AREAS OF THE HOUSE 16. ALL ELECTRICAL WORK SHALL COMPLY WITH PART VIII THE RESIDENTIAL CODE OF NEW YORK STATE 1-7. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL COMPLY WITH TABLE 3'701.4 UNDER FMG DESIGNATION FOR GENERAL INSTALLATION AND SUPPORT REQUIREMENT5 FOR WIRING METHODS SHALL COMPLY WITH E3102.1 18. RECEPTACLE OUTLETS SHALL BE PROVIDED AT A MINIMUM OF 12'0" ON CENTER AND COMPLY WITH SEC. E5801 la. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE, AND SHALL BE DIRECTLY CONNECTED TO A LIGHTING CIRCUIT WITH NO INTERVENING WALL SWITCH AIM Susan Frooks, R -= 21 Gentral Drive Plandome, NY 11050 516-62?-4664 s 1?` a SJQEC'S NEALON RE I DENGE 3q5 BYI�IEW AVENUE ��.� 022��4 SOUTHOLD, NY I NT'l