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HomeMy WebLinkAbout36665-Z =F Tom. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� ,► 3= SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES �0r WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS r1liq UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36665 Date: 9/11/2011 Permission is hereby granted to: DEBRA LACHANCE 120 BOND STREET BROOKLYN, NY 11201 To: CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA#6113 AND TRUSTEES 36807A AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 33729 �t premises located at: 630 RUCH LA. GREENPORT, N.Y. 11944 SCTM # 473889 Sec/Block/Lot# 52.-2-26 Pursuant to application dated 3/7/2008 and approved by the Building Inspector. To expire on 3/1/2013. Fees: PERMIT RENEWAL $200.00 CO -ADD TO DWELLING $50.00 Tot I. $250.00 i Building Inspector 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. 33729 Z Date MARCH 12, 2008 Permission is hereby granted to: DEBRA LA CHANCE 630 RUCH LA GREENPORT,NY 11944 for CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA #6113 AND TRUSTEES 6807A AS APPLIED FOR at premises located at 630 RUCH LA GREENPORT County Tax Map No. 473889 Section 052 Block 0002 Lot No. 026 pursuant to application dated MARCH 7, 2008 and approved by the Building Inspector to expire on SEPTEMBER 12, 2009 . Fee $ 200 . 00 CZ Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following. A. For new building or new use: I. 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 2110 of 1%dead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses- 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features'. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00; Swinuning pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00: 2. Certifieate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$.15.00,Commercial$15.00 / Date. New Construction: ✓ Old or Pre-existing Building- ' (check one) Location of Property: cD.3Q 0&71-e House No. Street Hamlet Owner or Owners of Propetty: Suffolk County Tax Map No 1000,Section_ Ci oZ Block 02 Lot 2 Subdivision Filed Map. Lot: Permit NQ. 3Lv(0 40 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Zequest for: Temporary Certificate Final Certificate: (check one) =oe Submitted: $ SO . r �i a FIELD INSPECTION REPORT DATE I COMN[ENTS LA FOUNDATION(1ST) ------------------------------------- FOUNDATION (2ND) � z r J� ROUGH FRAMING& PLUMBING r. INSULATION PER N. Y. STATE ENERGY CODE ^J 61 kA-- j l FINAL v ADDITIONAL COMMENTS y� L — � O m �U �J 1 O Z y� t" M w C/ b 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. 3 3 l aQ.;C-, Check Septic Form N.Y.S.D.E.C. Trustees Examined 120 0� Contact: Approved t1 ✓),20 0 � Mail to: Disapproved a/c. �1�7 Phone:.? 3q Expiration ,20OY �._ - --- - Building Inspector E j APPLICATION FOR BUILDING PERMIT tJ Date 1/d l , 20 O� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. f 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. Signa f icant or name,if a corporation) 10 32Co4.5 (04;p 164 CLL-k kwLg,K11 (Mailing address of applican L L 9"S S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder F.Dlb'X-!" L chvier+ . Fiv conOC, IPP1'w i - �x,x&HnGl Name of owner of premises labra- L-a.0 CLV1L0-- (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: & 3o R uc.E+ L,,Arfv� House Number Street Hamlet County Tax Map No. 1000 Section J>'"�.. yvjm �1M 2111114 2- Lot 2Cv Subdivision (Name) iraoN� s .oa ' Lot . a .000ot rt; aslblouO ; oQvA try+qxJ VM 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RC-S l Dr-A)CE- b. Intended use and occupancy RC-15A D�11�,g 3. Nature of work(check which applicable): New Building Addition N/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor N/A If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3Qp 3 Rear Depth L Height 2:3-9 Number of Stories Z STZD) Dimensions of same structure with alterations or additions: Front ?�-OI Rear 'f^ 30 Depth , { ' Height_23_9 Number of Stories Z, 8. Dimensions of entire new construction: Front 1 a Rear L Depth S Height 15 ' Number of Stories_ l S-rC 1g. 9. Size of lot: Front—A F2 Rear OTC) --7 Z Depth 169 . 7 r] 10. Date of Purchase 2 0 Jrr Name of Former Owner 5Ahl1)g 6 ey l7 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_V/NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO 51j}W 24t'r-sttf 2hd'--Le. 14. Names of Owner of premisesDeloro`LaCk4MC¢-Address X3w#-,.iW Leos l Phone No. l-7-6qq-3-72 Name of Architect 51V %MMA i'G Address -K t2 fid Phone No y -20! Name of Contractor Address done 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. b. Is this property within 300 feet of a tidal wetland? * YES YNO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) lzoate--r 1.�L•-1"�� � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ACvi5-f VT (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi, day o9 S7- 20_ Notary Public Signature of Applicant ►EVER W. mcomvY NOURY PWIC-SVAVE Of NEW YORK No. 02MC61 S 1811 GWWlftd In Suffolk County My Commas"IgWes Auquot 04.200E James F. King,President *QF SUUry Town Hall Jill M.Doherty,Vice-President ��� Ol0 53095 Route 25 P.O. Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G • �� Telephone(631)765-1892 Bob Ghosio,`Jr. O��COu Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 23, 2008 _ ..._.x Mr. Robert Lehnert Peconic Permit Expediting 32645 Main Rd. Cutchogue, NY 11935 RE: DEBRA LACHANCE 630 RUCH LANE, GREENPORT SCTM#52-2-26 Dear Mr. Lehnert: The Board of Town Trustees took the following action during its regular meeting held on Wed., January 23, 2008 regarding the above matter: RESOLVED, that the Southold Town Board of Trustees RESCINDS Administrative Permit#6735A issued to DEBRA LACHANCE on October 17, 2007 to construct a single-car garage on the landward side of the existing dwelling, and, BE IT FURHER RESOLVED, that the Board of Trustees APPROVES the Administrative Permit application to construct a studio addition to the front of the dwelling, with the condition gutters and drywells are installed in accordance with Chapter 236;-Stormwater Management of the Town Code, and as depicted on the plans prepared by Boulevard Planning P.C. dated October 22, 2007. This is not a determination from any other agency. Very tr yours, , Jame;P. King, Preside Board of Trustees JFK:Ims Ipp James F.King,President *0f SO!/r�,o Town Hall Jill M.Doherty,Vice-President ,`O l0 53095 Route 25 79 Peggy,A Dickerson P.O.Box 11 Southold,New Yorkk 11971-0959 Dave Bergen G Bob Ghosio,Jr. � �� Telephone(631)765-1892 �yCOU�m, ' Fax(631)765-6641 w BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6807A Date of Receipt of Application: January 16, 2008 Applicant: Debra LaChance SCTM#: 52-2-26 Project Location: 630 Ruch Lane, Greenport Date of Resolution/Issuance: January 23, 2008 Date of Expiration: January 23, 2010 Reviewed by: Board of Trustees Project Description: To construct a studio addition to the front of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the plans prepared by Boulevard Planning P.C. dated 10/22/07. Conditions: Gutters and drywelis are installed in accordance with Chapter 236- Stormwater Management, of the Town Code. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Jame . Kirg, Preside Board of Trustees FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: November 14, 2007 TO: R. Lehnert for Debra LaChance 32645 Main Rd. Cutchogue,NY 11935 Please take notice that your application dated November 1, 2007 For a permit for an addition to a single family dwelling, at Location of property: 630 Ruch Lane, Southold County Tax Map No. 1000 - Section 52 Block 2 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed addition to a single family dwelling on a non-conforming,_parcel are not permitted pursuant to ArticleXXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuriniz less than 0 000 shall have a minimum ' e yard setback o 'and a total side yard setback o 5')&a front yard setback of Following the co struction the dwelling will have a UnAp side vard setback of 6.8 a total side yard setback of +/- 16.8' & a front yard setback of 26.25'. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: November 14, 2007 TO: R. Lehnert for Amended: January 17, 2008 Debra LaChance 32645 Main Road Cutchogue,NY 11935 Please take notice that your application dated November 1, 2007 For a permit for an addition to an existing single family dwelling at Location of property: 630 Ruch La., Southold County Tax Map No. 1000 - Section 52 Block 2 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed addition to a single family dwelling on a non-conforming 7,983 sq ft parcel, is not permitted pursuant to ArticleXXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a buildingpermit for the principal buildings of lots which are recognized by the town under 280-9 are nonconforming and have not merged pursuant to 280-10" Lots measuring less than 20,000 shall have a minimum side yard setback of IWand a total side yard setback of 25'and a front yard setback of 35' Following the construction,the dwelling will have a single side yard setback of 6.8' &a total side yard setback of+/- 16.8' & a front yard setback of 26.25. Authorized Signature Amended to stipulate lot size. APPEALS BOARD MEMBERS SOF so Mailing Address: Ruth D. Oliva � yplO Southold Town Hall Chairman 53095 Main Road •P.O. Box 1179 Gerard P. Goehring er Southold,NY 11971-0959 James Dinizio, Jr. G Q Office Location: Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman lyC�� � 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.1(631)765-1809• Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 7, 2008 ZB File# 6113 - Debra LaChance Location of Property: 630 Ruch Lane, Southold CTM 52-2-26 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. BASIS OF APPLICATION: Zoning Code Section 280-124, based on the Building Inspector's November 14, 2007 Notice of Disapproval concerning a proposed addition to the existing single-family dwelling at less than 10 feet from the side yard, less than 25 feet for total side yard setbacks, and less than 35 feet from the front lot line. ZONING CHAPTER 280 OF TOWN CODE (formerly Chapter 100)• Zoning Code Section 280-124 states that lots measuring less than 20,000 square feet shall have a minimum side yard setback of 10 feet, total side yard setbacks of 35 feet, and a front yard setback of 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 24, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant seeks permission to construct an 18' x 18' one-story addition to the existing single family dwelling, which new construction will be 6.8 feet from the side property line on a single side yard, 26.25 feet from the front yard line, and total side yards at 16.8 feet when adding the existing 10 ft. setback of the existing dwelling. ADDITIONAL INFORMATION: Applicants received a variance on November 9, 2006 (ZBA # 5965) which granted alternative relief for an accessory garage at a minimum of 18 feet from the front line adjacent to Ruch Lane and a minimum of 7 feet from the side lot line. The applicant has submitted a letter to the Board of appeals on January 17, 2008 to void r l Page 2—February 7, 2008 ZBA#6113—Debra Lachance CTM 52-2-26 the variance approval under #5965 for the proposed front yard garage, in order to proceed with the variance application concerning a proposed new studio addition to the residence. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition will be no closer to the property lines than is the adjacent neighbor's garage. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Code requirement of a 75 foot setback from the Bay precludes construction of the addition anywhere on the lot without variance relief. The northerly wall of the proposed addition will be continuous with the same side of the house. No other suitable location for the addition exists on the property. 3. Town Law §267-b(3)(b)(33). The variance requested herein is not substantial. The front yard setback relief requested is less than that granted on November 9, 2006 (see above) and is 0.2 feet greater than was granted in the prior application with respect to the same side yard: 6.8 feet as opposed to 7 feet. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self created, so far it is a consequence of the fact that the property is less than 8,000 square feet. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefits of an addition to the dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Dinizio, and duly carried, to GRANT the variances as applied for, as shown on Boulevar an , P.C. Site Plan Map SP-1 dated 10-22-07 and Elevation Map A-1 da d 10-29-07. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or Page 3—February 7, 2008 ZBA#6113—Debra Lachance CTM 52-2-26 future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Vice Chairwoman), Dinizio, and Weisman. Chairman Goehringer and Member Simon were absent. This Resolution was duly adopted (3-0). � a RUTH D. OLIVA, Vice Chairwoman 3/ /08 Approved for Filing TOWN OF SOUTHOLD r?i�ROPERTY RECORD CARD OWNER STREET ' ' % VILLAGE / DISTRICT SUB. LOT FORMER OWNERIS,L �(.�PffcS �t X 0 E ACREAGE t1"9 Mrh .F f17�W1 r`t gid'. rrJ{ S W TYPE OF BUILDING y- RES. Z I S S. ji-r ( VL. I FARM COMM. IND. I CB. , MISC. LAND IMP. TOTAL DATE REMARKS, /,�, "7Q 1,2 9 7`e a 1.)51W 04 98 logy a ftrafi s 6 / Y LAL8 I 8 Co o ° ' ✓ 9 �s -L /ZZ�3 1,233L A16 c-���,FF s NEW NOR AL BELO 2 AB VE arm "..41crePer Acre Vale �\ J J a� D ) t i Csi�S fi G�)T P�YG 1 Tillab. 1 Tillable 2 0#- S135 II ) Pli: b Tillable, 3 1 l 4 Woodland Swampland Gti Brushland House Plot► .�. .�• Tota 1 FoundationBath - Floors I Y" r GarageDriveway MONO■■■■■■■■■■■■■ ■■M■N■■M■■■■■■■■■ 0N■OOON■OONMNNi■■■ ■■■■■■M■NNMINl1 om■m ■N■■■■NN;0NO'000MEN mommummo Nils ■■■■■■■i lmisNmm■■■■ MNNNNON■;Nm mm, ON■ M■■■■■■a immN■OmO■■ M■■■■■mmowl"NO■■N■ ����■M■N■Nii ■■■� 0 N■SON■■MEN ■■■N : .. . . .. . :. t: ■ii��■i■i■i■if1�■ii ;S ONO!�■i■■iiii■■■■■■M 1 ■■■■■■■■BEGEMME■■■■ MEN MEMO, MEN■■■■CIES iEVi■■■■■■ ■■i■■® ! ■i!■■��11� ■■■i■■■3iWIPR■ii■■■i■ ■■■N■■■■■UMUME■�■�■ ■�■■■■■■E■■■■ ■■■�■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■LIQ■■■■ILII■■■■■■■■■■■51■■■■■■■■■ ■■■■■■till!!■i11■■■■■■■■■mss■■�■■■■■■■ ■■■■■■■■■�i■■■■■■■■■■■■■■ill l■■■■■■ ■■■■■■ml■■■■■tl■■■■■■fill■til■■■■■■■■■ ■■■■::�:'■■�■■■I■■■■■■■(�i■moi■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -f PECONIC PERMIT EXPEDITING Building / DEC / Variance / Marine- 32645 arine32645 Main Road•Cutchogue,NY 11935 04 E-Mail peconicpermits(c�optooline.nei Ph 631.734.8361 • Fx 631.734.2276 ~_ .. January 17, 2008 Board of Appeals n Town of Southold P.O. Box 1179Southold,NY 11971-0959 J1-3 RE: Previous Variance ZONING To Whom It May Concern, This letter is to confirm with the Zoning Board of Appeals of the Town of Southold, that my client, Debra LaChance would like to void the variance approval for the proposed front yard garage, in order to proceed with the proposed studio addition to the residence. If you have any questions, please feel free to call me at any time. Respectfull , e Southold Town Building Department 54375 Main Road Permit#: 33729 Southold,New York 11971 Permit Date: 3/12/2008 (631)765-1802 Parcel ID: 52.-2-26 Expiration Date: 9/12/2009 BUILDING PERMIT RENEWAL LETTER Dated: 2/26/2011 Applicant: DEBRA LA CHANCE Location: 630 RUCH LA. GREENPORT,N.Y. 11944 Work Description: RESIDENTIAL ADDITION CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA#6113 AND TRUSTEES 36807A AS APPLIED FOR. A FEE OF$200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: DEBRA LACHANCE Address: 12 WARREN PLACE BROOKLYN,N.Y. 11201 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department 54375 Main Road Permit#: 33729 Southold,New York 11971 Permit Date: 3/12/2008 • -V} (631) 765-1802 4 1 i� .rte,,` Expiration Date: 9/12/2009 'IffParcel ID: 52.-2-26 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/19/2011 Applicant: DEBRA LA CHANCE Location: 630 RUCH LA. GREENPORT, N.Y. 11944 Work Description: RESIDENTIAL ADDITION CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA #6113 AND TRUSTEES 36807A AS APPLIED FOR. A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DEBRA LACHANCE Address: 120 BOND STREET BROOKLYN, NY 11201 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. CONTRACTORS SPECIAL POLICY DECLARATIONS PAGE Or ��04 Renewal Declaration UTICA FIRST INSURANCE COMPANY CONSTITUTED IN OHIO AS UTICA FIRST INSURANCE COMPANY(MUTUAL) Direct Billed- Insured Home Office-5981 Airport Road,Oriskany NY 13424 Mail Address-P.O.Box 851,Utica,NY 13503-0851 Polioy Number: ART 1024485 16 Renewal of Number: j NAMED INSURED AND MAILING ADDRESS "co" y siaeOie;2p CTown ode 11Y ) Agent 1451002 MICHAEL SIRICO HOME WALTER P GEOGHAN AGY, INC IMPROVEMENTS M. SIRICO DBA PO BOX 818 275 BALDWIN PL. BAYPORT, NY 11705 CUTCHOGUE, NY 11935 POLICY PERIOD:12:01 A.M. Standard Time at the Location of Designated Premises. 10/26/12 From To Item Prot. Rate Consti Description and Location Number Class Groupof Property Covered 1 PR 01 F Description: DRYWALL/WALLBOARD Location: 275 BALDWIN PL. CUTCHOGUE, NY 11935 11935 County: SUFFOLK AGREEMENT In return for your payment of the required premium, we provide the insurance described in this policy. LIABILITY INSURANCE COVERAGE LIMITS ANNU, i PREMII Each Occurrence Limit $ 500,000 /per occurrence Medical Payment Limit $ 1,000 /per person General Aggregate Limit (other than Products/Completed Work) $ 1,000,000 Aggregate Limit (Products/Completed Work) $ 1,000,000 Fire Legal Liability $ 50,000 /per occurrence Personal and Advertising Injury $ 500,000 /per occurrence ° Property Damage Deductible $ 250 Includ 4 PROPERTY INSURANCE COVERAGE DEDUCTIBLE LIMIT AUTOMATIC REPLACEMENT ACV PROTECTIVE ANNU INCREASE% COST DEVICES PREMI Building Business Personal Property Loss of Income Business Personal Property- Off Premises FORMS AND ENDORSEMENTS SEE FORMS INVENTORY PAGE FORM NUMBER DESCRIPTION ANNIPREM $150 Minimum Retained Premium ANNU, Name and Address SUB TOTAL $1,03( of Mortgagee: NYS Fire Fee $ c POLICY TOTAL #1,03E e K Our rZior4e0epmeentawe Countersignature Date 08/23/11 '4; AP-1(11-90)(REV 1194) INSURED COPY Aq oar �4 .r 13wolm AL A ins SURVEY OF PROPERTY SITUATE: ARSHAMOMAGUE N TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEY 01-26-2006 W E UPDATE Oa-05-2006 DIM. W.M. 10-18-2006 S SUFFOLK COUNTY TAX # 1000 - 52 - 2 - 26 CER' D TO: Debra LaCihance mol, G 6� xx fill �e 0 o� \vj 00� ' �0 0 otaoJ� � '• /T N. 7 /• \ \ pk•. � q `-, � C �, o U• \ < ti s 4p\ ell J \ \\ - '\ _ r�jo ��►��,�✓' meq, so e ;� NOTES: "°pa' °�.. dk 2.a�. N.n York]teV Eerc -—,- MONUMENT an'MONUMENT FOUND .ra�r„w,.ai.Non a co�.a.r.a ra a„aa w. 0 PIPE FOUND c.LNaaLa r L eaar.e ELEVATIONS REFERENCE NGVD'2cl ZONED R-40 ra o9•Ky ae»wLNj..L»nan iwa�.r.a,ae tarn a-.raL rornr.rmi.to aeaLarai ti.Nwtan. AREA = 7,g83 sf or 0.18 acres JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.502M GRAPHIC SCALE I"= 20' RiVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\ Amm server'lpros\03\03-238.pro r �-L EB 12 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: Z:\PECONIC PERMIT EXPEDITING\PPE PROJECTS\2007 Projects\0703 -LaChance Residence\0703- Energy.rck PROJECT TITLE: LaChance Addition COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.26 DATE: 02/06/08 DATE OF PLANS: 1-18-07 DES IGNER/CONTRACTOR: Boulevard Planning P.C. 671 Franklin Avenue Garden City,N.Y. 11530 COMPLIANCE: Passes Maximum UA= 101 Your Home UA=94 6.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Facto UA Ceiling 1:Cathedral Ceiling(no attic) 324 19.0 0.0 17 Wall 1: Wood Frame, 16"o.c. 386 13.0 0.0 23 Window 1: Wood Frame:Double Pane with Low-E 100 0.130 13 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 324 19.0 0.0 15 Crawl 1: Solid Concrete or Masonry 324 19.0 0.0 26 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 3.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.6 Release 1 DATE:02/06/08 PROJECT TITLE: LaChance Addition Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.130 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Crawl Space Walls: [ ] I 1. Crawl 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul, R-19.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] ( All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U12 to 1" IJP to 1.25" 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pigg Sizes Piping System Types Range(Fl 2" Runouts 1"and Less 1.25"to 2" 2.5"to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) d ADDITIONS LEGEND?,0 TG - TOP OF GRATE ELEV. � ALTERATIONS • � S (CATCH BASIN) AT THE � \ CL - CENTER LINE OF STREET` .� TC - TOP OF CURB ELEV. LACHAN CE • 72. 5 - EXISTING SPOT ELEV. RESIDENCE NST NEW 5EPTIC TANK 57, �, NLP - NEW LEACHING POOL 6`1°0 a9� NSD - NEW STORM DRAIN 630 RUCH LANE o f ,p / Q,1 � -9 - - - - - - ?2.5- - - - - - - GRF,fENPORT NY a ` °�� \\ EXISTING CONTOURS " \ EXIISTING WATER SERVICE o a \ G G s.C.T.M. # 1000 - 52-2-26 / �a � NEW GA5 SERVICE / 0, E E NEfW U.G. ELECTRIC 5ERVICE Co ,/ �� \ REVISIONS: DATE: CoCo 0 (5D-#) (5D-#) CO NEW OPIEN C.I. GRATING NEW SOLID C.I. COVER. co�� o�4' PROP ED `� o ��`� �� �� NENEW6'-O" DIA. STORM DRAIN Co STU DIS O � ADDITION CO ko 0 0 / \ co rr ^, Ir ' Z 0) S• ' , 0 ' i p, �rC� l / Q'e0 "W4 , 0, PECONIC PERMIT NIZ o EXPEDITING `V G PHONE : G31 .734 .83G . QJ a , o - - 4 FOR DENIAL ONLY pp BOULEVARD PLANNING NOT NT P.C. ARCHITECTS EN INEERS 3J 32645 MAIN R AD CUTCHOGUE N.Y. 11935 . - Telephone Fax / - - - - 631-734-2011 631-734-2276 Internet: www.blvdl)lan.com SITE AND BONING DATA T+i[.SE PIANS AND SPLIY OF PIONS ARE iNSE N ING P.C.F SERVICE \ �L`jc, - - -4,- AND ARE TEIF:PROPERTI OF BOULEVARD PLANNING P. INFRINGEMEW;S WILL 8E PROSECUTFD. ZON-ING REQUIREMENTS R-40 Sc, o ado �� EXISTING CONIDITiONS PROPOSED CONSTRUCTION �9� A5 PER 280 124 O �9 LOT AREA 7. 982 5.F. 7, 982 S.F. o' 1 DAI'E: 10-22-07 tij J FRONT YARD SETBACK 35.0 FT 37.6 FT. 22-3 Q , ? REAR YARD SETBACK 35.0 FT 7G. 25 FT. ?6. 25 FT. DR. PY: R W I., 51 DE YARD SETBACK 10.0 FT 7.0 I^T. - SCALE, AS NOTED TOTAL @ BOTH 51 DE5 25.0 FT 17.0 IFT ^ I 8 FT \ MAX. GR055 FLOOR AREA 20% 1 302 S.F. . 1 G.4% 1 54 ;1=. 19.5% CHID: J.S. MAXIMUM HEIGHT 35.0' 171 25. 0 FT 25. 0' FT THERE ARE NO GRADE CHANC S, EXCAVATION, FILLINGr, ANIS/OR CLEARING DONE TO TN15 PROPERTY j SIVE PLANT 5CALLE: 1 "=30' PROJECT NUMBER SHEET NUMBER 0703 SP- 1 i ADDITIONS & ALTERATIONS AT THE nix LA.CHANCE a� RESIDENCE aE3 I I od 4` II MDKOOM I i I I 630 RUCH LANE t II I I GREENPORT, NY 3 S.C.T.M. .# 1000 - 52-2-26 I I � REVISIONS: DATE: T.O. SECOND FLR. EL. + 13'-10" . " 4w I � i Ill _,III-1-Lt till tut [if I'll Ill 1.41 Ill Ill 111 Ill Ill CEILING RAL CLTHEDI CV NG RAL I T.O. OF FIR5T FLR. I PRwPOS"iujgr% lCrRT� E A. IOI'rT — — — — — — WALL TO BE KEM VED WALL TO BE REMAIN NEW WALL CON5TRUCTION ON PROPOSED FLOOR PLAN r : : WALL I^O N5TR CT �.:..` !` �� i��� WALL CONSTRUCTION 5CALE: 114" = I '-G' r� 12 PECON I C PERMIT �8 EXPEDITING PHONE : G3 1 .734 .63G BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS Lj 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 631-734-2011' 631;-734-2276 T.O.XI 56f.� *V FLR. �, t&-t0" Internet: www.blvdplan.com ILL 1'14ESE:PIANS AND SPECIFC.ATIONS ARE INS"IRIfMFNTS OF SERVICE till' L AND ARE.THE PROPERTY OF BOUI,EVARD PLANNING P.C. INFRINGEMENTS WIII BE PROSECUTED. IT DATE: 10-29-07 DR. BY: R W L T.O. FIRST FLR SCALE: AS NOTED EL. +4'-U" FI N. f RST FLOOR "ELEV. +0'-0" C14KD: J.S. PROJECT NUMBER SHEET NIIMBBR PROPOSEDSO UTKx ELEVATION PROPOSED FRONT ELEVATION' ,. = 4703 A- 1 CALF: 114" 1'-0" 5CALE. 114 d LEGEND ADDITIADDITIONSd' & ALTERATIONS TG - TOP OF GRATE ELEV. (CATC l BASIN) AT THE CL - CENTER LINE OF STREET A HAN E r10 T - TOP OF CURB ELEV. L 72 . 5 - EXISTING SPOT ELEV. RESIDENCE N5T - NEW SEPTIC TANK CNLP - NEW LEACHING POOL 7G�O �'a9� �\ NSD - NEW STORM DRAIN Off, \ 630 RUCH LANE O ` °� 9 \ -- — — — 72.5— _- — — 0 � rANCY OR GREENPORT, NY o, � � Q� � EJCISTING CONTOURS �� IS UNLAWFUL W w AWFUL ��� O WIT OUT CERTIFICATE \ EXISTING WATER SERVICE G G OF MCCUPANCY S.C.T.M. # 1000 - 52-2-26 \ NEW GAS SERVICE ' .O E E O/ NEW U .G. ELECTRIC SERVICE REVISIONS: DATE: (5D-#) (5D-#) RETA N STORM WATER RUNOFF co cu ® PUR UANT TO CHAPTER 236 w OFT iE TOWN CODE. qt� Co ,/" NEW OPEN C.I. GRATING NEW SOLID C.I. COVER � G CCtlir' -- (-ODES OF • w '� ¢�� NEW &-0" DIA. STORM DRAIN o o w �, PROPC�ED �,-'' �q PROVED AS NOTED " CODES \� Co \ h' o 3 7�y I�E'v'�` ,:. : `. i OWN AS RFOJI-: � " NL; CONDITIONS OF co STUDIO Q o� \ DATE: I .P.# ,�� cc, ADDlTI ON , P� � --.��,.....,-. , E. 'f - �ZBA OZ Co ��� NOT .I. .f Bi- �r^';TMIENT AT SOU~hJ�D TOWN PLANNING BOARD �\ w X8. \ � 76� 132 :?. ' . FOR THE ,- �• SOUTMOLD TOWN TRUSTEES Co o 9)o ' \ , / 1. FOUNDATi)N - J� REQUIRED N.Y.S.DEC O� ^ � / FOR POURED CONCRETE 0 �! � 2. HOUGH - FRAMING & PLUMBING 3. INSULATION � CERTI'"ICATION.OF � � 4. FINAL - CONSTRUCTION MUST NAILING & CONNECTIONS >, BE COMPLETE FOR C.O. �, , ALL CONST �1TION SNA!L MEET THE REQS E REQUiREME`ITSI OF THE CODES OF NEW ,� S• YORK STAT". NOT RESPONSIBLE FOR C) / DESIGN OR CONSTRUCTION ERRORS. ALL CONST"''' SHALL MEET 71-- r OF THE L , PLUMR,E,'3 CERTIFICATION GVH °�r� I d��d, ;, STATE. 16 Zit. / ON L E r.;0`,'TENT BEFORE ,Av :ERTr: 1.- OF OCCUPANCY o SG: ; v WATER WRITERS CERTIFICATE O i JCANNOT Ir / APPLY sY'SFE1 F CANT'OT CY a� o / OCEED.,;i; 0 F 1% LEAD. 0 01-0 PLUMBING ALL PL 2C' � ' r UMBING WASTE &:WATER LINES NEED 78 / 0 TESTING BEFORE''COVERING T3 ' r 6, , \ �� �� PECON I C PERMIT mEXPEDITING ' C) ©- PHONE . G3 I . 734.83G 0c% > > ) ° (��' o v m ::, BOULEVARD PLANNING o ; oa` oP.C. ARCHITECTS ENGINEERS F -� r� ��iOF- _ \fir' m Z o 32645 MAIN ROAD -�. 6� m CUTCHOGUE, N.Y. 11935 J � cn _ Telephone Fax �2. 631-734-2011 631-734-2276 - - Internet: www.blvdplan.com ` - - T}ir.si_.PI ANS AND Sr L( IF('A'rlt)NS ARE INS'rRLWFN rS 01 SF.RVI(T SITE AND ZONING DATA /\ AND ARF.T'H[ PROPERTY Or H()ULLVARD PLANN}N�i P.('.r�� _ - -4/ i ----- _ rNFRING6M[N rti WILL BI'.PRO)SFCUrED. ,V ��e ZONING REQUIREMENTS K-40 EXI5TIIN6 CONDITIONS PROP05ED CONSTRUCTION sc�0 a/o �; AS PER -280 124 g9� q �6e LOT AREA 7, 982 5.F. 7, 982 S.F. 0 _ r DATE: 10-22-07 0 FRONT YARD 5ET1 ACK 35 .0 FT 37.6 FT. 27.3 IT. -'� 76. 25 FT. 76. 25 I=T. eV 4 DR, BY: R W L SO _ REAR YARD 5ETBACK 35 .0 FT F gg SIDE YARD SETBACK 10.0 l=T 7.0 FT. 6.8 � ` SCALE: AS NOTED- z TOTAL @ BOTH 51 DE5 25.0 FT 17.0 FT I G.8 FT CHKD: J.S. \ MAX. GRO55 FLOOR AREA 20% 1302 5.F. I G.4% 1 545 S.F. 19.5% MAXIMUM HEIGHT 35 .0' IT 25 . 0' I T 25. O' FT THERE ARE NO C%RADE CHANCES, EXCAVATION, FILLINGS, AND/OR CLFARINCx DME TO THIS F),ROf*ERT1' ITE PLAN SCALE: I „-30, PROJECT NUMBER SHEET NUMBER,, 0703 sp- I ADDITIONS �e & ALTERATIONS AT THE LACHANCE RESIDENCE 630 RUCH LANE 141 12 GREENPORT, NY T.O. 5E ,OW FLR. 7 t Lt III, 11.1A it 11 Ill If S.C.T.M. # 1000 - 52-2-26 Al REVISIONS: DATE: f=OR DI DDI NG 1 -3-06 T.O. FIRST FLR. FOR 1 - 16-06 EL. +4'-O" FIN. F1115T FLOOR — — V. +0'-0' CONSTRUCTION m PROPOSED SPROPOSED FRONT ELEVATIONSOUTH ELEVATION ,,,.,�...,..�...,.,�.,.�... SCALE: 1 /4" — I '- ' SCALE: 114" = 1 = WALL TO BE REMOVED WALL TO BE REMAIN NEW WALL CONSTRUCTION NEW IFOUNDATION • ` ! WALL CONSTRUCTION A). 1 4" V.T.R. ROOF PECON I C PERMIT EXPEDITING PHONE : G3 1 .734 .63G I NN. 2ND FLR. _ - - BOULEVARD PLANNING II I i P.C. ARCHITECTS ENGINEERS r r 32645 MAIN ROAD �- 1 112" V I I CUTCHOGUE, N.Y. 11935 I KITCHEN �I Ile V Q^2 V �I 1J2" V I LAY. i631-734-2011 Telephone 631-734-2276 T.O.TO5ECOND FLR. i 15HOWER EL. +13'- 10" 2" Ili" FIN. 15T FLR. Internet: wwvv.blvdplan.com I gas IVII Nall Its Flat 191 .1119 Ill 4" L To EXI5TIN6 I I- 4 �„-....���, 'THESE PLANS AND SPECIFCAIONS ARE:lNS"IRIiMENTS OF SERVICESANITARI' SYSTEMt1 I /FT. MIN (TYP.) IIIyllti 11 1 11 11 AND ARE T1{E PROPERTY OF BOULEVARD PLANNING P.C.PCP1TC F.A.I INFRINGEMENTS WILL Bi PROSECtPTEll, �- CELLAR I Ill Ill ILI 11, [ if Ill Ill Ill Ill �l c.o. D�"DATE: 12-17-07 G.0. G.0. ,� Aif 111 11-1 fit Ill 4P% bd 4" EtiCltll �; '",~ DR. BY: R W I_: T.O. NK5T FLR.OL EL. +4'-0SCALE: AS NOTED �:. PuU T+,%4B 13*4Cj CHKD: J.S. N.T.S. or, -�� F'— PROPOSEDNORTH E'LEVA j ION PROJECT NUMBER SHEET NUMBER SCALE: 114" 0703A-2- 2XG WALL 51-UD @ I G" O.C. LF ADDITIONS r_z tk5T GAS5 112" R- 19 BATT INSULATION & ALTERATIONS FfRIfE) LX15TING CRAWLSPACE BOILER ItX15TING UTILITY CELLAR AT THE 112" GYP. BD. 3 COAT TAPE 112" CDX FLYWD. SHEATHING AND SPACKLE SUPER LACHANCE _:)TOR �Xi5T. 2xb F.J. 2XG PLATE 4" .10 RESIDENCE to I G'O.C. CONT. ALUM. TERMITE SHIELD 3/4" T $ G PLYWOOD FLOOR :A FINGMED fLR. 2X8 FLOOR JOISTS BEDROOM 630 RUCH LANE _FXI'5'ING GA' ff Lff V. 0'-0" R- 19 FIBERGLASS BATT MET�K TO f3ATIr-ROOM EXISTING GA5 N FIN EX15TINC, ffOLJNE)- TO NLW WM r TER P, T1 CONT. SILL SEAL FI,1AIN GREENPORT, NY #5 RE 5A'R, Cq 1 G"O.C. VERT. I-OIJ NDA 1 ION FFMAIN INSULATION K GROUT 50t-[[)'W/ FFOXY GROI IT CONTI RACTOK TO (TYP. 2 LOCAT 1C)N5) 1N51AL1 BEAM FOCrtT FINISHED GRADE I 1 2 X 8 RIM JOIST FOONDAT ION CLI (2) 2 X G CCA SILL PLATE 5U5-CON TFNCTC S.C.T.M. # 1000 52-2-26 CRAWL SPACE �WALL5 SHALL BE WATERPROOFED 30 T-. TO 5AWCLJT A(,C �55 W/G MIL. POLYETHLENE WATERPROOfNG MEMBRANE 112" ANCHOR BOLTS OPENING IN (X151_ NG FOUNDATION WALL FROM THE TOP Of THE FOOTING TO FINISHED GRADE, 6-0" O.C. MIN I '-011 FROM DAR.AREA W/ C, 5AR t3!Nf_1 THE JOINT5 IN THE MEMBRANE SHALL BE LAPPED AND CORNERS EACH WAY 2xb F.J. 2xb J. REVISIONS: DATE: J. SEALED WITH AN ADHESIVE COMPATIBLE WITH THE 2" P.C. SLAB OVER G MIL, 30 -T 4 FOR 15IDDI NG 1 -3-08 V DIA. 5TU). WT. 5TfEL WATERPR00NING MEMBRANE POLYETHYLENE VAPOR CATHEDRAL > G kTMEDRAL PIPE GOL, TO RE5T ON /m-N CEILING CrILING 0" x 2'.0" x 1'-0" P.C. L)O� f0K 1 - 18-08 FOOTING KIDID IN5ULATI10N APPLIED DOU151-f ROOF RAF If 0 1> • 2•-8 J FOR DORMER TO CONCRETE FOUNDATION WALL 8 X I G CONT, P.C. FTG. �? CONSTRUCTION X G = 0 C) L __1 cv U-i u PROP05ED I I G" WELL COMP. POUROU5 FILL 0 CRAWL5PACE 00 2xe) R.R. u 2X8 K.K. 6-4" iG KI i c rA TYPICAL CRAWL SPACE DETAIL- �T, ra,INDATION FOR DORMER CONTRACTOR T() 5CALEXT.5. IN5TAIi BEAM P(-)(-,rtl L co (2) 2x 10 HDR. (2) 2x 10 tIDPK. 7.- 77 77 4 WALL TO BE REMOVED '4 8" WALT_ TO BE REMAIN 301-011 NEW WALL CONSTRUCTION NEW FOUNDATION WALL CONSTRUCTION PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN SCM: 174" SCALE: [14" = 1 '-0" PECONIC PERMIT EXPEDITING NTOWW�NDOLWDELL WINDOW SCHEDULE PHONE : 631 . 734 .836 I AT EXISTING WALL now NO OFROUGH OPENING MANUFACTURF11 ('01 OR GRII PATTERN 14ARDWARE W&LL NO[Ts NATION WINDOWS 1 LI EUAL 1-10CKNFSS BOULEVARD PLANNING A I f WOAPLK G' - 0" x G' - 8" ANDERSEN WHITE LIGHT Q 411 ri EQUAL B 2 fW5L 17 ) 1_7111 0 -611 P.C. x 9�" (_ROAAM Gb ) 7 X ANDERSEN WHITE LIGHT 1 411 CT roup, - ARCHITECTS ENGINEERS S RLICTL RAI RIDGE c 2 JITW304G - 2 0-5 x 4'-8 1 FACTORY MULLED 4 8 ANDERSEN WHITE cj�4E 4' AL D I A2 1 Z,"2 4' - 0 t' x 21 ,5 011 ANDERSEN WHITE EQU LIGHT 4" FACTORY MULLED 32645 MAIN ROAD / / '� 12 TYPICAL ROOF CONSTRUCTION E CUTCHOGUE, N.Y. 11935 7 CEDAR ROOF 5t-IINGLE5 OVER !5# ROOF FELT ON 112" PI-YWOOD ROOF 5t-TATrIING Telephone Fax OVER 2X6 ROOF F_AJ7-FR�5 (a I G"O.C. 631-734-2011 631-734-2276 Internet: www.blvdplan.com 00 THESE PI-ANS AND SPECIFCA'f IONS ARE INS]RUMEN'I S OF SERV1(T_ C) 'T TYP. WALL CON5TKUCTION AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. 112*PLYWCX--)D SHEATHING W1 TY`,/EK LINDERLAYMEN1 INFRINGEMENTS WILL BE PROSFCUTED. 2xG. 5TUD5 @ I G"O.C. W/MIN. R-13 BATT IN5UL. 112"GYP. 5D. FIN. -EDDATE: 10-29-07 TYPICAL fLQ0K C0N5TKUCT10N FLOOR ftNI5H AS SELECTED 5Y OWNER OVER 3/4"T 4 G PLYWOOD 5U5fLOOR DR. BY: R W L 5CRfWF-D t GLUED TO 2x8 FLOOR J06T5 AT I G' O.C. (TYP.) 'A SCAI,E: AS NOTED FIN FIRST FLOOR 11 T_ +0 1-011 wA N11111U OW2 i CHKD: J.S. AwlFO N ATION WALL ION 8*POURED CONCRETE WALL ON 8"X I G" CONTINUO05 POURED CONCRETE FOOTING RFINF. Wj(2)#5 KEDAR CONT. /5LAf3 CONSTRUCTION — PLACED ON OND15TURBED 501,l 4' POURED CONC. 51LAD REINF. W1 GXG 1O-1 O W.W.F. OVER,6 MIL POLYETIIYLENE VAPOR BARRIER ON WELL COMPACTED P0U?,0U5 FILL PROJECT NUMBER SHEET NUMBER BU LDRNG SEECTIQN 0703 A- 1 5!7 1 r4 ADDITIONS & ALTERATIONS AT THE LACHANCE GENERAL NOTES RESIDENCE I . (;ONTRACTOP.SHALI. CHECt, AND VERIFY ALL CONDITIONS TO 1-HE SITE ASPHALT ROOFING PRIOR TO STARTING OF WORK AND HE SHALL FAMIUARIZE HIM5EI F WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ASPHALT 5HINGLE5 `5HALL- HAVE SELF-SEAL 5TRIP5 OR BE INTERLOCKING. LINK# i ATTACHME OF SHEATHING 2. FASTENERS FOR.ASPHALT SHINGLES SHALL BE GAL\:'ANIZED STEEL, STAINLESS 5TEEI, TO ROOF MING I..� F ?. CONTRACTOR OR OWNER 5HALL OBTAIN A BUILDING PERN117 FROM T tiff OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK WITH A MIN.3/8" DIA. HEAD. llNK# 2 - C NNECTION OF RAFTER NAILING 5C I I E D U LL Wood frame Construction Manual TOWL.I OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) 3. A5F'HALT STRIP SHINGLES 5HALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE. ¢THE TOP OF WALL 630 RUCH LANE 3. CONTRACTOR 5HALL OCjIA1N ALL REC�UIREU APPROVALS. F'ERMlrS, ELECTRICALJ 9195 SBC Hr h Wrnd Edttlon TABLE 3. i CERTIFICATES OF OCCUPANCY, IrJ5F'EC,TION APPROVAL5. ETC.. FOR WORT: - - - -1LINK#3 -CON CTION OF TOP GREENPORT, NY -P TO STUD Joint Description Number of NaIlS Nall 5 ac1rT PERFORMED FROM AGENCIES HAVING.JURISDICTION THEREOF. 1 . CONTRACTOR F)HALL DETERMINE WHETHER THE EXISTING ELECTRICAL TOP OF PLATE p p /� 5ERVICE 15 5UffICiEN1 TO SERVICE THF NEW ADDITION AND SHALL - - ROOF I'RAM I N G 4 ALL WORK 5HALL CONFORM TO T i 1E NEW YORK STATE LJNIFORM FIRE NOTIFY THE OWNER ACCORDINGI:Y. ALL El FCTRICAI-WORK SHALL BE BOARD PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE OF FIRE UNDERWRITER,APPROVED. INSTALL AS PER OWNERS, DIRECTION LINK#5 -CONNECTION f HEADER Rafter to Top Plate ( Toe-nailed) 3 - 8D er rafter TOWN OF 13C)UTHOLD. ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN TO ADJACENT 6 TRJOR WALL Ceilincl J015t t0 Top Plate (Toe-nailed) 3 - 8D per o15t WALLS PRIOR TO INSTALLATION OF'WALLBOARD. At-[- TEMPERATURE 5. IF IN THE COURSE OF CON'5TKUC1ION A CONDITION L=XIT5 WHICH CONTROL WIRING 5HALL RUN CONCEALED IN WALLS, FLOORS, AND/OR D15AGREF5 WITH THAT AS INDICATFU ON THESE PIAN5, THE CONTRACTOR CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH Ceiling Joist to Parrallel Rafter (Face-Walled)) 4 - IGD each la S.C.T.M. # 1 OQO 52'2-26 - SHALL ')TOP WORK AND NOTIFY THF_ ARCHITECT. SIHOUL-D HE FAIL Ti.) OWNER.PRIOR TO INSTALLATION. Ceilineg Joist Laps over Partitions (Pace-nailed) 4 - 1 GD each la FOLLOW TH15 PROCEDURI=. AND (:ONTINUE WITH THE WORK, HE 5HALL AS`>Uhv1E AL! KESPONSIBIUTl'ALJD I LABILITY AR{SING THEREFROM. GLAZING Collar Tic to Rafter (Face-Walled) 4 - i GD per tie 6. UC; AE `_)GALE DRAWINGS. WR.IIA51 DI AR15101J.`.� SUPERCEDE 5cALeD LINU6 CONNECT OF WALL Blockrn to Rafter (Toe-nailed) 2 - 8D each end REVISIONS. DATE. UlrvtEtJ51OPJ5 ARGHITFCT HAS, NOT BEEN RETAINED FOR OIL SITE IDENTIFICATION. EXCEPT I INDICATED '5 LOCATIONS 8308. ! .! EACH TO FL FRAMING INSPECTIONti AND/OR OBSERVATIONS ,-if THE CON5TKUCTION. PANE OF GLAZING INPTALI.ED !N HA7ARDOU`> LOCATIONS AS, DEFINED IN FINISH 5 CONp FLOOR LINK#3 CONNECTION OF TOP Rim Board to Rafter (End-nailed) 2 - 16D each end PECPPRAWIGS AND SPECIFICATIONS A`S, INSTRUMENTS OF SERVICE ARE AND 5ECTION 8308.4 `_-)HAL BE PROVIDED WITH A MANUFACTUR.ER'5 OR INSTALLER'S LE>� +��' - - Eye WALL FRAMING �HAI_L P.Ct"1MN THE PROPERTY OF TI1E ARCHITECT WHETHER THE PROJECT LABEL, DESIGNATING THE TYPE AND THICKNE`6 OF GLASS AND THE SAFTEY GLAZING - CONNECT# F STANDARD WITH WHICH IT COMPLIES, WHICH 15 V15ABLE IN THE FINAL SHEATHING T HEADER Top Plate to Top Plate (Face-nailed) 2 - I GD per foot FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE ill5TALLATIgN. THE LABEL.SHALL BE ACID ETCHED, SAND BLASTED, USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT CERAMIC-FIRED. EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED Tor2 Plates at Intersections (Face-nailed) 4 - I GD joint5 - each side BY A(_;REEMENT IN WRITING AND WITH APPROPRIATE COMPUNSATION TO THF CANNOT BE REMOVED WITHOUT BEING DESTROYED. LINK# 5 - CONNECTION F HEADER ARCHITECT- EXCEPTION: TEMPERED SPANDREL GLA55 MAY bE IDENTIFIED BY THEMANUrACTURER TO ADJACENT EX T RIOR WALL Stud to Stud (Face-nailed) 2 - l GD 24" O.G. 8 EXISTING CONDITION`S INDICATED WERE FROM FIELD MEA�AWFMFNT5 WITH REMOVABLE PAPER LABEL deader to deader (Face-Walled) IGD I " o.c. aion edges, TAKEN ON 311810-4. ALL D1MEN51ON5 ARE BASED UPON VISUAL OBSERVATIONS. ARCHITECT MAKE`_) NO REPRE5ENTATION A_)TO THF Top or Bottom Plate to Stud (End-nailed) 2 - I GD Fer 2x4 stud )TRLJCTURAI- INTEGRITY OR CODE COMPUANCF OF - I GD per 2xG stud C01,15TKUCTION NOT V1500' ON ABOVE DATE LINK#6 -CONNECTION ij WALL TO FLOOR MING 4 - f GD er 2x8 stud FIN15H FIRST FLOOR LINK# 7 - CONNECTIO OF J015T Bottom Plate to Floor oi5t, Band oi5t, End oi5t or Bllockln (Face-nailed 2 - ! GD'` er foot -r- 1=LOOK FRAMING GRADE RIDCsE VENT LINK#S-CONNECTION OA" WALL Joist to 5111, To Plate or Girder (Toe-nailed) 4 - 8D per joist BY " SII"iPSON STROWS TIE" W/ TO FOUNDATION BrO In to Joist (Toe-nailed) 2 - 8D each end SHINGLE RIDCsE SIDE OF RI17CsE * EAGH STUD I Blockln to J015t (Toe-nailed) 2 - 8D each end CAPAvg I Blockln to Sill or To Plate (Toe-nailed) 3 - I GD each block T ,.. A� I Led er Strl to Beam (Face-Walled) 3 - IGD each oist ASPHALT SHINGLE 1/2" PLY ROOF FELT PAPER SHE�4T#-IiNGsr ITYP.� , Jol5t on Ledger to Beam (Toe-nailed) 3 - 5D per olst Band Joist to .1015t (End-nailed) 3 - I GD per 015t WOOD FRAMING �- - - - - - Band Joist to 5111 or Top Plate (Toe-Walled) 2 - IGD per foot DE',316H LOAD`"J: FIR`iT FLOOR 40#/SF 1 IVt. LOAD ROOF 30#/5F - LIVE LOAF CRITICAL LOAD PATH ROOF 5H EATH I NG `FCOND FLOOR 30#/SF 1 IVE LOAD Structural Pane15 8D G" edge/ G" field CEILING - 30#/SF LIVE LOAD RIDGE N.T.5. DRAWING 15 DIAGRAMMATIC ONLY*15 NOT REFLECTIVE OF ACTU'ALMEMBER 51ZE5 2. DESIGN TIMBER STRESS DOUGLAS FIR SOUTH, No. 2 GRADE FB = 00ARV, OR TYPES. FOR TH15 PARTICULAR PROJECT SEE FLOOR PLANS t 5>ITION5. DIa onai Board 5heathin cl 825 P51, F = 1 ,200,000 P51. R[WE VENT/STRJiP DETAIL I " x G" or I " x 8" 2 - SD er 5u ort ►its: I " 3. AL1 HEADERS 5HALL BE (2) 2"XG" L 2"X4"WA115 # (3) 2"X6x 10" or wider 3 - SD per suort"WALLS F (i, 211XG" WALl5 I INLE55 NOTED OTHERWISE. COIL STRAPPING AS CEILING 511 EATH I NG MANUF, BY 5IMP50N 4. ALI HEADERS SHALL BEAR ON 4'51,41' P05T (�? 2"X4" WALLS OR 4"X61' STRONG-TIE To BE GyP5UM Wallboard 5D C-ooler5 7" ed e! 10" field R��'1 M' AMS AND BRACING 1 ATTACI"iED TO EACt1 WALL 5I­1 EATt1 I NG U. C ALI. COMPONFNT5 511ALL BE ANCHORED AND CONTINUOUSLY x Ni' d RAFTER * PLATE W/ 8 CONNECTED FROM THE FOUNDATION TO THE ROOF 10 PREVENT ELD COMMON NAILS Structural Panels 8D G" ed e/ G" field COLLAPSE OR PERMArIFNT LATERAL. MOVEMENT UNDER,WIND FOKCES. „a0� 7•TOP LAP Fiberboard Panels `31-10L1 D BE OF C(_)RR.O`_100 RE515TANT MA.TFRIAIS AND SHOW NO r r�LS, 7/ 1 Or GD 3" edge / G" field „ EVIDENCE OF CORROSION OR DETERIOATIOH WHICH MIGHT REDUCE T T MT612 HCP'1 THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS, 25/32" 8D 3" ed e- / G" field PECON I C PERMIT up 0 0 7, ALL FASTENERS AND C:OPINECTORS INCLUDING NAILS, BC)Ll'S, 51 EEL �. ~�' 2x8 ROOF RAFTER :� ,; Gypsum Wallboard 5D coolers 7" ed WIND ANCHORS, AND TRI-J'55 PATES ARE TO BE HOT DIPPED GALVANIZED. e/ 10" field EXPEDITING Hardboard 8D Ged e/ Gfield (5. GABLE ROOF ) SHALI BE STABILIZED BY 1115TALLING 2x4 INCH BLOCKING ON 2 FOOT CENTERS BETWEEN THE RAFTERS AT EACH j, Particleboard Panels 8D G" ed e/ G" field GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING �• T gqk. �+ C1' INTERIOR FROM EACH GABLE END. - ' .J " -2'xf•TCP PLATE 2x6 VdALI_ STUD Dta onai Board 5heathin � iVNt� 9. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING START Fry T ONNECTION I " X G" or III X 8" 2 - 8D per Support PHONE : G3 1 . 734 .836 I MEMBERS AND FIREPLACE OR CHIMNEY MASONKY. AM RU CORNER PLATE 10. ALL FLOOR J015T5 5HALL BE LATERALLY 5UPPOKTFD BY BRIDGING OR $TARTTi�IIlF1, TAIr'J'9EfrONP TYPIC& RAFTER TLE I " X 10" or Wider 3 - SD per su Ort BLOCKING @ INTERV41-5 NOT EXCEEDING EIGHT FEET. wnlr+nx�. M � ' 5T Tid �MNUS I/"Z'�A' 3 hTB. F"LOOK 51 EATH I NG BOULEVARD PLANNING I i . ALL RAFTERS SHALL. BE ANCHORED TO FRAMED WALL`) WITH "HURRICANE 5'tructural Panels P.C. CLIP " (a� !G" ON CENTER. 1111 AL1. (1UF SHINGLES SHALL.HAV[A MMIMVM OF SIX F'ASEE.NERS PER SHINGLE' 1 2. ALL "MICRO=IAM" IANIINATFD VENEER LUM131H 10 BE DOUGLAS PIR A5 FASTENERS SHALL dl: MIN 12 GAUW..SH.ANI,GALVANIM, NAILS MRN V"DIA CLAD MANUFACTURED BY i KU5 JOIST CORP. OR EQUAL. SIZE5 AS, INDICATED ON I " Or IeSS � D G" ed e/ I t geld PLANS. MICRO-IAM IN5TALLATION5 SHALL BE IN STRICT CONFORMANCE TYPICAL ASPHALT ROOD SHINGLE,DETAIL -greater than I " I OD G" ed e / G" field ARCHITECTS ENGINEERS WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. Diaclonal Board Sheathing 3 645 MAIN ROAD 13. ALL METAL JOIST HANGLR5 AND OTHER METAL CONNECTORS R.EQUIRI=D `5HAL1 BE"SIMPSON _'STRONG-TIE CONNEGTOK5" OR EQUAL AND SHALL BF SO-2f I " X G" Or i " x 8" 2 - SD per 5U Ort CUTCHOGUE, N.Y. 1 1935 CAPABLE OF HANDLING LOADS i? CONNECTION POINT5. INSTALLATIONS 5HAL.L "ppol BE IN STRICT COHFOF'MANCE VITI1 MANUFA,, TUVfR5 5PECIFICATION 7. 1 " X 10" Or Wider 3 - SD per SU Ort FTER TIE Telephone Fax 4, DOUBLE JOISTS UNDER ALL PART ITION5 PARALLEL TO SAME AND AROUND BLOCKING 2 BAYS �, 631-734-2011 631-734-2276 ALI (JPFNINI;�, BACK @ 4'-0"O.C. �-�� 1 . Nalhnc3 requ!renlents are based oil wall Sheathing nailed 6" on--center at the, panel edge. II wall 5heath!ng Is nailed 3" on-center 5th the panel edge to obtain G MPSONSTRONG-TLE i�, higher shear capaot!e�. nailing requirements for structural mernber5 Shall be cioubied, or alternate connector-,. such as shear plates, -hail be used to maintain �. PLYWOOD PECKING �-rI1AL-L BE F_XTERIOR 1;RADE" PLYWOOD . C I E C(IiNECTOR MIN the load path. ATTIC, TRAP 71F IJSE 22 10-1 x 1 112 2. When wail sheathing Is continuous over, connected members. the tabulated number of nails Shall be per•n"tted to be reduced to I - !GF) nail per foot. Inteirn('.t. www.blvdnlan.com GALVANILD NAILS BLOCKING 2 BAYS FHESE PLANS AND SPECIFCATiONS ARE INSTRUMENTS 01'SERVIC'F: BACK @ 4'-O"O.C. C!_ AR AND ARF THE PROPERTY OF BOULEVARD PLANNING P.C. SPAN INFRINGEMENTS WILL,BE PROSFCUTED. CO D FLOO R TRAP TIE �.,.._ o _ DATE: 1-18-08 ALUMINUM5TL'F BLOCKING 2 BAYS Q -- IAN FLAsr!r16 '-0 BACK " O.C. R04IDE1lIINItvdUM !" A �° 4END D1ST�NCE 'p" ' QLJAL NLMbtR Of � �� , DR. BY: R W i. i 5FIfOFfFCNAIL5ICJ \ E {� FlUT FLOOR SCALE: AS NOTED TUD TO FLOOR NOTE: - ' N CONNECTION STRAP TIFF, T(_) F9!F' PLACt'D rwu_Piece ~.v!Tr BLOCKING 2 BAY. AT EVER'Tt-!IRD :.)Ttl�, CI-IKD: J.S. u?creo nNt­=-;.r•err.Ec BACK @ 4'-0" O.C. ' 1> CHIMNEY FLASHING WITH CRICKET GABLE END- WALL BRACING TYPICAL STRAP TIE DETAIL N T.5 PROJECT NUMBER SHEET NUMBER 0703 A3