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HomeMy WebLinkAbout44628-Z A ��O�g�FFD[A"c�Gy� Town of Southold 12/1/2023 o .�. . P.O.Box 1179 o • 53095 Main Rd 4,, apt., Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44792 Date: 12/1/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2880 Minnehaha Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/1/2010 pursuant to which Building Permit No. 44628 dated 1/27/2020 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: additions and alterations, including screened porch,to existing single family dwelling as applied for per ZBA#6365 dated 4/8/2010. The certificate is issued to Perl,Richard&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35944-34544 12/12/2011 PLUMBERS CERTIFICATION DATED 0 ut on d ignature u"�o=� TOWN OF SOUTHOLD SUFfat, �G BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44628 Date: 1/27/2020 Permission is hereby granted to: Cosola, Peter 135 Whitehall Blvd Garden City, NY 11530 To: ADDITION & ALTERATION TO AN EXISTING DWELLING PER ZBA#6365, TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED.REPLACES EXPIRED B.P. # 39663 At premises located at: 2880 Minnehaha Blvd., Southold SCTM # 473889 Sec/Block/Lot# 87.-3-43 Pursuant to application dated 1/27/2020 and approved by the Building Inspector. To expire on 7/28/2021. Fees: PERMIT RENEWAL $394.20 Total: $394.20 Building Insp ctor TOWN OF SOUTHOLD o�gUFFO(;rco BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY 0 . BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39663 Date: 4/9/2015 Permission is hereby granted to: Cosola, Peter & Cosola, Stephanie 135 Whitehall Blvd Garden City, NY 11530 To: ADDITION &ALTERATION TO AN EXISTING DWELLING PER ZBA#6365, TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED.REPLACES EXPIRED B.P. # 37300 At premises located at: 2880 Minnehaha Blvd, Southold SCTM #473889 Sec/Block/Lot# 87.-3-43 Pursuant to application dated 4/9/2015 and approved by the Building Inspector. To expire on 10/8/2016. Fees: PERMIT RENEWAL $344.20 Tota : $344.20 ding I spector - 1rQ'` TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37300 Date: 6/18/2012 Permission is hereby granted to: PETER & STEPHANIE COSOLA 116 WEYFORD TERRACE GARDEN CIT, NY 11530 To: ADDITION &ALTERATION TO AN EXISTING DWELLING PER ZBA#6365, TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED.REPLACES EXPIRED B.P. # 35944 At premises located at: 2880 MINNEHAHA BLVD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 87.-3-43 Pursuant to application dated 10/1/2010 and approved by the Building Inspector. To expire on 12/16/2013. Fees: PERMIT RENEWAL 125. CO -ALTERATION TO DWELLING .00 Total: Y7 0 z 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. 35944 Z Date OCTOBER 14 , 2010 Permission is hereby granted to: PETER & STEPHANIE COSOLA 116 WEYFORD TERRACE GARDEN CITY,NY 11530 for ADDITION & ALTERATION TO AN EXISTING DWELLING PER ZBA #6365, TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 2880 MINNEHAHA BLVD SOUTHOLD County Tax Map No. 473889 Section 087 Block 0003 Lot No. 043 pursuant to application dated OCTOBER 1, 2010 and approved by the Building Inspector to expire on APRIL 14, 2012 . Fee $ 788 .40 I` Authorized Signature ORIGINAL Rev.. 5/8/02 Goa Form No.6 . TOWN OF SOUTHOLD. BUILDING DEPARTMENT, TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This.application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building'or new-use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 'Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliatice'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.$50.0'0,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00,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 $1.5.00,Commercial$15.00 Date_ r f New Construction: Old or Pre-existing Building:' (check one) Location of Property: �X g�d A�wz�jDr A�Vd House No. Streets Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section e7 Block Lot ( �J Subdivision Filed Map. Lot: Permit No. Date of Permit.�-1 /a- Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -To• �� -- k ppli nt Signature ho��pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502. P.O.Box 1179 Q roger.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 COUNTY,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Cosola Address: 2880 Minnehaha Blvd City: Southold St: NY Zip: 11971 Building Permit#: 35944-34544 Section: 87 Block: 3 Lot: 43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: E&J Electrical Cont Inc License No: 40322-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 24 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 17 Wall Fixtures Smoke Detectors 2 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 29 Twist Lock Exit Fixtures 11 TVSS El Other Equipment: 200a overhead service, 4 paddle fans, 4 exhaust fans, 1 oven (30a) 3 under counter lights Notes: Inspector Signature: _ Date: Dec 12 2011 81-Cert Electrical Compliance Form.xls 3cs- q SOpT�, o�y�OUHi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPEOTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: Z" adz DATE INSPECTOR S �pF SOUl9 N ie ��CCUHi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE / / / INSPECTOR pF SOUjy�lo; courm,N�' (� OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE '1/ INSPECTOR OP SO(/ryo CA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ' ROUGH PL13G. [ ] FOU ATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION U DATE INSPECTOR cOUNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] "INSULATION H PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: -� ;. , ► -71� DATE INSPECTOR �pF sopj�, • ao coUNT`I, TOWN OF.SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION . * [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS Afi.ION [ ] FRAMING/STRAPPING [011FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL). R AR �-��S c G DATE INSPECTOR ��� O��OE 50Ulyol # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ZIR GH PLBG. ] FOUNDATION 2ND [ LATIO CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE`SAFETY INSPECTION [__]_FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ DATE '✓ 0 INSPECTOR ANGEL B. CHORNO ARCHITECT 51020 MAIN ROAD SOUTHOLD NY. 11971 (631) 765- 6530 FAX (631) 765- 4643 October 151h, 2010 Building Department of the Town of Southold. NY Re: Cosola Residence Southold NY # 1000-87-03-43 Ms. Patricia Conklin This letter is to affirm that vents will be installed in the crawl space of the existing house, to match or exceed the area required by the Regulations. Sincerely, �o y I Angel B. Chorno, AIA �ED aR W Cr n N9TF 079150. _Lp� OF•NE`�� Ii 1' 1 1 0 • ' � • 1 1 WAS r ., - ROUGH FRAMING& PLUMBING - MW02MMM1 INSULATION STATE ENERGY • 1 f� A' ADDITIONALCO&ZIENTS RA.._ JMV TOWN OF SOUTHQLD 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 L�3 TEL: (631) 765-1802 Planning Board approval vj. FAX: (631) 765-9502 Survey Cs SoutholdTown.NorthFork.net PERMIT NO. j Check E'S Septic Form N.Y:S.D.E.C. CS Trustees r-I Flood Permit z Examined /O / ,20 /_0 Storm-Water Assessment ForrhA 615 Contact: Approved 9.20 /a Mail to:PC_jCR .C 0SoW4 Disapproved a/c PV1 S -ST L L( Nl I I10) Phone: l J—9 7 Z' l S3 9 Expiration Building Inspector / SCE_ OWE APPLICATION FOR BUILDING PERMIT OCT 1 2010 r Date �`�bQC-f1 �' 20 PO INSTRUCTIONS BLDG.DEPT. _a. Thi�0 g0(sedwLYUST be ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot p an to sca e. 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. . P. 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 iri 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 lord demolit'on as herein described: The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, aJh regulations,'and to,admit authorized inspectors on premises and in building for necessary inspections. (Signature A applicant,or name,if a corporation) 1-1 S.S-7 DAvi 3 3-1 Ll 111,0 i (Mailing address of applicant) State whether applicant is owner, lessee,-agent,' architect, engineer, general contractor, electrician,plumber or builder dwwa Name of owner of premises I'G= C-'2 t �TC P� OMC C OSOLA (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name:and..title:of dbo porate officer) Builders Licenseallo:� Plumber's_License-No: Electricians License No. Other Trade's License No. 1. Location of land on'which proposed work will be,done: 2 3 3 I�1 N.iv l Jap (-I A UV 1) Sb)j_1a a�o 1� House Number Street Hamlet County Tax Map No. 1000. Section Block . J Lot L,j3 SubdivisionFiled Map No. Lot 2. State existing use and occupancy of prerNses and intended use and occupancy of proposed construction: a. Existing use and occupancy Cis Off^'z C b. Intended use and occupancy C 3 l0 C 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal` Demolition Other Work - (Description) 4. Estimated Cost Of QZ)I-nD Fee. (To be paid on:filing this application) 5. If dwelling, number of dwelling units,' Number of dwelling units.on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear 6� Depth 28 Height Number of Stories Dimensions of s e structure with alterations or additions: Front �3 .r _;:� Depth - ,� Height l Number of Stories- _.l 8. Dimensions of entire new construction: Front Rear r, Depth Height Number of Stories . 9: Size of lot: Front 1 ZO Rear ' �.5 Depth 10. Date of Purchase 2 0 3 Name of Former Owner 11. Zone or use district in which premises are situatedtiy .12. Does proposed-construction violate any/zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 5)C-?rl PQ» C-S°Address�5ST D AIJiS$' Lie li loi Phone No. 917`9-7 Z ( 5- Name of Architect At"IC C 1a 0 W C Address S 102 o FA IN S T Phone No 631- s- 6 5 30 Name of Contractor Address Phone No. 15 a. Is this pro ert within 100 feet of a tidal wetland or a freshwater wetland? *YES-LNO p p Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERM MAY BE REQUIRED. b. Is this property within 300 feet-of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17'. If elevation at'any point,on property is at 10 feet or below, must provide topographical data on survey. 18.. Are there any covenants and"restrictions with respect to this property? * YES. NO * IF YES, PROVIDE A COPY.- STATE OF NEW YORK) SS: COUNTY OF�\ being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract).above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York ' (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commiss106 Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of() 20 /0 Notary Pubhc Signature of Applicant ® - Jill M.Doherty,President a0F SO(/ly Town Hall Annex James F.King,Vice-President ,`off ��� 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 Bob Ghosio,Jr. A dr- John Bredemeyer '.�0 �� Telephone(631) 765-1892 1�C0 Fax(631)765-6641 I BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD i I September 22, 2010 i i . i Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 RE: PETER & STEPHANIE COSOLA 2880 MINNEHAHA BLVD., SOUTHOLD SCTM#87-3-43 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., September 22, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7312 to add 3.5' to the proposed addition and provide an exit door from the kitchen area to screened porch, and as depicted-on the survey prepared by John T. Metzger received on 9/14110 and stamped approved on 9/22/1.0. This is not a determination from any other agency. Sinc rely, - Jill . Doherty, Presidegit Board of Trustees JMD:Ims I �;o- - •,� 'r D ,.Frr,.o 4i✓rrr'r --.. .., i'rr � �r",i`ri'e Ux`. C iiSi�� �R�"i'i+i ,1` (l ��i �`. II ' .r r� 1 1 f// - .+ /���� .. :� •;.�111 /i�p.`P.:•. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 7312 DATE: MAY 19,2010 f ISSUED TO: PETER& STEPHANIE COSOLA PROPERTY ADDRESS: 2880 MINNEHAHA BLVD., SOUTHOLD SCTM#87-3-43 a AUTHORIZATION y4 ` Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of 7F� Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on l May 19,2010 in consideration of application fee in the sum of$250.00 paid by Peter&Stephanie Cosola and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes ? €P and permits the following: . f Wetland Permit to construct a 13.5'X 45.5' addition to the existing residence, a pp 19'X 24' screened porch, and install drywells in accordance with Chapter 236- J ' Stormwater Management of the Town Code, all as depicted on the survey prepared by John T. Metzger last dated May 14,2010. i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be axed, and these presents to be subscribed by a majority of the said Board as of this date. - /1 1,}fir:.• t MWOM .4d r• c &,• uxa��sza:�ni ryas is �2 r sv c rrr�u�s c w r,� :, Os N00%Ws � �+ .�. ��! `� 6�•A; - �!_ 4 ./1,���_ €� /,� ♦1 i t$ '/ �i1 ,.r� �l�I:�I��r1i�1y ��_�':X:/iii rla?i: ,�.- 1 Glenn Goldsmith,President QF S�Uly Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Old 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 OUNTI,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1815C Date: May 19,2021 THIS CERTIFIES that the construction of a 13.5'x 45.5' (with an additional 3.5')addition to -the existing residence,'a 19'x24' screened porch,provide an exit door from the kitchen area to screened porch,as-built 14'icl8'6"on-grade paver patio and 3'10"xT6"outdoor shower on,sotith side of dwelling and install drxwells in accordance with Chapter 236-Stormwater Management of the Town Code-, At 2880 Minnehaha Blvd.,Southold Suffolk County Tax Map#1000-87-3-43 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 22,2010 pursuant to which Trustees Wetland Permit#7312 Dated May 19,2010,was issued and Amended on September 22,2010 and Amended again on MaY 19,2021 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 13.5'x 45.5'(with an additional 3 5')addition to the existing residence a 19'x24'screened porch,provide an exit door from the kitchen area to screened porch as-built 14'xl8'6"on- rg_ade paver patio and 3'10"xTE outdoor shower on south side of dwelling and install drvwelis in accordance with Chapter 236-Stormwater Mana eg merit of the Town Code. The certificate is issued to Richard&Stephanie Perl owners of the aforesaid property. Qb < u z Authorized Signature DEC - 1 2023 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 4, 2009 TO: Peter& Stephanie Cosola C/O Patricia Moore, Atty. 51020 Main Rd. Southold,NY 11971 Please take notice that your application dated December 4, 2009: For permit for additions and alterations at: Location of property: 2880 Minnehaha Blvd., Southold,NY County Tax Map No. 1000 - Section 87 Block 3 Lot 43 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non-conforming 24,380 sq. ft. lot in the residential R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The survey shows a proposed setback of 64 feet from the bulkhead. �L t Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Office'Location: QF so Mailing Mailing Address: l Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 • Southold,NY 11971-0959 Cou�m,��' http://southoldtown.northfork.net D E C E v BOARD OF APPEALS TOWN OF SOUTHOLD APR 1 5 2010 Tel. (631)765-1809 Fax(631)765-9064 BLDG.DEPT. TOWN OF SDUTHOLD DINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 8, 2010 ZBA FILE : 6365 NAME OF APPLICANT: Peter and Stephanie Cosola PROPERTY LOCATION: 2880 Minnehaha Blvd., (Adj.to Corey Creek)Southold,NY CTM: 87-3-43 SEORA 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk i County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 20, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP provided that the following recommendations are implemented;Policy 6,Protect and restore the quality and function of the Town of Southold ecosystem; 6.3 Protect and restore tidal and freshwater wetlands; (E): Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. If the action is approved, it is recommended that a perpetual, 20 foot landscaped buffer be required seaward from the concrete seawall. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming lot consisting of 24, 380 sq. ft to tie lines (22,454 sq. ft. buildable)with 120 feet on Minnehaha Blvd., 164.27 feet on the north property line, 165 feet along Corey Creek and 187.18 feet on the south property line. The parcel is improved with a one-story dwelling and an attached garage. BASIS OF APPLICATION: Request for Variances from Code Sections 280-116B based on an application for building permit and the Building Inspector's December 4, 2009, Notice of Disapproval concerning proposed additions and alteration to a single family dwelling, at less than the code required setback from bulkhead of 75 feet. RELIEF REQUESTED: The applicant is proposing alterations and additions consisting of a single story addition to the north side of the dwelling and a screen porch addition to the rear. The code requires a 75 foot setback to a bulkhead, seawall,etc. The applicant is proposing additions at 64 feet from the concrete sea wall. i Page 2—April 8,2010 ZBA File#6365-Cosola. CTM: 1000-87-343 at 2880 Minnehaha Blvd.,Southold,NY(adj.to Corey Creek) ADDITIONAL INFORMATION: Letter of support was received by adjoining property owner. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application March 25,2010,at which time written and k 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 and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. An aerial photograph presented at the hearing indicates that other houses located on the water within the vicinity of the applicant's house, have existing non-conforming setbacks from the bulkhead or seawall that exceed the 64 foot non-conforming setback requested within this application. 2. Town Law 4267-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. During the hearing, the applicant's agent stated that the existing foundation would not support a second story addition. thereby eliminating any possibility of gaining the additional space needed by the applicant by building up instead of out, without completely rebuilding the existing house and foundation. 3. Town Law$267-b(3)(b)(3). The variance granted herein is substantial. representing a 14.3%variance from the code required 75 foot setback from the bulkhead. However, when this setback is compared to the existing and much closer setbacks in the neighborhood, the variance granted herein is consistent with the character of the neighborhood. 4. Town Law 4267-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. The applicant is bound by law to follow the current building codes which includes the protection of the environment during construction as well as after construction is completed. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created to the extent that the applicant has space within the remaining conforming area of the undeveloped portion of his lot.However,the non-conforming location for the proposed screen porch is the only logical location for this type of addition, and the Board finds that the request is reasonable when all the difficulties presented are considered. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and screen porch 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 267-13, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for, and shown on the survey dated Dec. 2, 2009 by Peconic Surveyors, P.C. and architectural drawing dated 11-11-09,by Chorno Associates. Conditions: 1.Existing shed shall be moved to a conforming location. 2.Applicant shall follow recommendations of the LVW. Page 3—April 8,2010 ZBA File#6365-Cosola. CTM: 1000-87-3-43 at 2880 Minnehaha Blvd.,Southold,NY(adi.to Corey Creek) Any deviation from the survey, site plan and/or architectural drawings'cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals.This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mini mis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio, Goehringer, Schneider,Weisman(Chairperson).Absent was:Member Horning This Resolution was dul ad ted(4-0). Leslie Kanes.Weism7,/ Chairperson Approved for filing ��/2010 j ' I v I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONy Facility 'DEC ID 1-4738-03193 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: PETER COSOLA COSOLA PROPERTY 116 WEYFORD TERRACE 2880 MINNEHAHA BLVDISCTM# 1000-87-3-43 GARDEN CITY,NY 11530 SOUTHOLD,NY 11971 (917) 972-1589 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.2 NYTM-N: 4546 Latitude: 41°02'11.5" Longitude: 72°25'40.8" Authorized Activity: Construct 19'x 24' screened porch and 13.5'x 45.5' single-story addition to an existing single family dwelling and install drywells. All work must be done in strict accordance with the attached plans stamped "NYSDEC Approved" on June 2, 2010. Permit Authorizations Tidal,Wetlands -Under Article 25 Permit ID 1-4738-03193/00002 New Permit Effective Date: 6/2/2010 Expiration Date: 6/2/2015 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit.' Permit Administrator: GEORGE W HAMMARTH,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS ; SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Sze''' Date / //e Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03193 Distribution List PATRICIA C MOORE SHERRI L AICHER Permit Components) NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John T. Metzger last revised May 14, 2010 and stamped "NYSDEC Approved" on June 2, 2010. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete .trucks, mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured'to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 6. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 60 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03193 7: Runoff Directed to Upland Drywells Roof-runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 8. No Changes to Septic System This.permit does not authorize any alteration, expansion or replacement of existing septic systems. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the.Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or f ll'and restore the site to its former condition. No claim shall be made against the State of New York'on account of any such removal or alteration. 11. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. . 12. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC JD 1-4738-03193 GENERAL CONDITIONS Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications.for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30. days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; . c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 4 of 5 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03193 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 • 0f $o(/jyQl O Town.Hall Annex Telephone(631)765-1802 54375 Main Road H ax(631)765-,95)J2, P.O.Box 1179 G roger.richert(aRowr1.SOUtflo a.ny.us Southold,NY 11971-0959 COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION r REQUESTED BY: (AWL MODCp-ri Date: Company Name: 6V_J_ L.e_C t0 f-,s( . Name: — G ' . License No.: 1 Address: jup rny),z, �D). ' d AN 110qnl Phone No.: L n 59 ull — ob ) C--2_.l JOBSITE INFORMATION; (*Indicates required information) *Name: 'e CO CL *Address: ��Q }'Yl) (1 I'12�'lQ 0- y OL u-Wh 6)d v l ) ► *Cross Street: —� *Phone No.: _ Permit No.: 3 14 S-u q_'Af 3 Sq q Tax Map District: 1000 Section: _ Block:��� Lot:. 4 ,3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ©vk n J� S i 6 (Please Circle All That Apply) *Is job ready for inspection: YES . NO Rough In Final *Do you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION LILW V_1 v 0 k) T o-(— 's o UD 82-Request for Inspection Form Town of Southold N = Erosion, sedimentation & Storm Water Run-off.ASSESSMENT FORM PROPERTY LOCATION:. S.QT.M.# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL.PLgN is ct- section '"'block- LR CERTIFIED BY A DESIGN PROFESSIONAL 1 THE STATE OF NEW YORIG SCOPE OF WORE - PROPOSED CONSTRUCTION ITEM# / WORK ASSFSSMIIV'1^ Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within U Will this Project Retain Ap Storm-Water Run-Off the Scopeof Worts for P ) 2 2 y S 1 Generated b a Two Proposed Y (2")Inch Rainfall on Site? b.. What is the Total Area of Land gears (SiI (This item wlil indude•all run-off Created by Site clearing and/or construction activates as well as all and/or Ground Disturbance f4..the proposed -} Sae Improvements.and•the permanent creation of construction acWfty? . impervious surfaces.) (SAlAaes) ' PROVIDE BRIEF PROJECT DESCRIMON lP_'eAd0-W pm as Needed) 2 Does the Via Plan and/or Survey Show All Proposed / Drainage Structures Indicating Size&Location?This��DJ Item shall Indude all Proposed Grade Changes and �X1S-j)tJ Slopes Controlling Surface Water Flow. 5'j�U LT V(ZE $ floes the Site Plan and/or Survey describe the erosion / and sediment control practices that will be used b control site erosion and storm water discharges. This — item must be maintained throughout the Entire Construction Period. 4 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- El of Material within any Parcel? / 5 Will.this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand f 5.000'S.F.)Square Feet of Ground.Surface? — —' 6 -is there a Natural Water Course Running through the Site? Is this ProJe'ct within the Trustees jurisdiction General DEC sWPRP Requirements, or within One Hundred(100')feet of a Weiland or -- Submission of a SWPPP 1S required for all construction acthiities involvingsol 'Beach? E1 ,/ disturbances of one(1)or more acres; including-disturbances of less tlianone acre that are part ofa largcrcommon plan that will ultimately disturb one or more acres of land; 7 Wilt there be Site preparation on Existing Grade Slopes Including construction"activities involving soil disturbances of Iess than one(1)acre where which Exceed Rfteen(15)feet of Vertical Rise to V/ 'the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100)of Horizontal-Distance? — (SWPP.P's Shall meet--the Minimum Requirements of the SPDES General Permit • 8 Will Driveways,Parking Areas or other)mpervious for Storm Water Discharges from Construction activity-Permit No.GP-010-001.} Surfaces be Sloped to Direct Sto -� t.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shah b rm=Water Run Off e into and/or in the dire�tion.Of a Town ri tinEl submitted to the Department prior to the commencement ofconstniction activity. ght-of-way . 2.The SWPPP shall descn'be the erosion and-sediment practices and where 9 ill this Protect Require•ths Placerrient of Material, / required,post-construction storm water management practices that will be used and/or -Removal of Vegetation and/or the Construction of any ✓— constructed to retiuce the pollutants in storm water discharges and to assure Item Within the TownRight-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall identify potential souices of pollution which may reasonably be expected to affect the Area?(mb item wm NOT Indude"irrsta0ation of•Dd�At)wns r quality of storm WBterdischarges. 4NOTE. N Any Answer to Qiiestlons One through Nino is Answered with a Check Mark 3.Ail SWPPPslhat require the post-consliuc0on stone water management practice in a Box and the construction site disturbano is bbtween 000 S.F.d,1 Acre in area, component shall be•prepated by a quarilled Design Professional Licensed In New York a Storm-Water.Grading.Drainage 3 Erosion controf°Plan is Required by the Town of that Is knowledgeable in the principles and practices of storm Water Management Southold and Must be Submitted for Review Prior to issuance of Any.9ulding Permit (NOTE: A Check Mark(;)and/orArnswer for each Question is Required fora Complete Application) STATE OF NEW YORK, D.BUNCH Notary Public,State of • COUNTY OF 5 ...... ......... .........SS No.0 New York por� ' G s o y Qualified 1 BU6185050 7fiat I.................(G;...............� Co • i in Suffolk Coun / .grin.................................being duly swom,deposes and says tT a1%ie9�9�l ph. r�Pemut, (Name of indnnrWual signing Document) And that he/she is the .... J CFf ............ ........»............................................................ Ag t.Corporate office;eta) •.•.•.•.•••.•••. Owner and/or representative of the 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.1 t of his knowledge and belief;and that the work will be d in the manner set forth in the application filed herewith. Swom to before me this; ................dayof.. .........,20..1.0 'Notary Public: ... /:: f.. ..... '. ............... ................. (Signature of Applicant) .FORM - 06M 0 Southold Town Building Department r g�EfOi oy� P.O.Box 1179 Permit#: 39663 53095 Main Rd W # Southold,New York 11971 Permit Date: 4/9/2015 (631) 765-1802 Expiration Date: 10/8/2016 pl '�r Parcel ID: 87.-3-43 BUILDING PERMIT RENEWAL LETTER Dated: 1/7/2019 Applicant: Cosola,Peter&Cosola, Stephanie Location: 2880 Minnehaha Blvd, Southold Work Description: RESIDENTIAL ADDITION ADDITION&ALTERATION TO AN EXISTING DWELLING PER ZBA 46365,TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED.REPLACES EXPIRED B.P. #37300 QP J� -p A FEE F $394.2 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Cosola,Peter&Cosola, Stephanie Address: 135 Whitehall Blvd Garden City,NY 11530 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department � P.O.Box 1179 Permit#: 37300 53095 Main Rd Southold,New York 11971 Permit Date: 6/18/2012 (631)765-1802 Expiration Date: 12/16/2013 Parcel ID: 87.-3-43 BUILDING PERMIT RENEWAL LETTER ,µ. Dated: 2/5/2015 Applicant: PETER& STEPHANIE COSOLA Location: 2880 MINNEHAHA BLVD SOUTHOLD Work Description: RESIDENTIAL ADDITION ADDITION&ALTERATION TO AN EXISTING DWELLING PER ZBA#6365, TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED.REPLACES EXPIRED B.P. #35944 -, A FEE OF $344.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: PETER& STEPHANIE COSOLA Address: 116 WEYFORD TERRACE GARDEN CIT,NY 11530 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. T ii 71r.ol rAJ JI vi I - - � � Lam'`� ` '� I �i b/�.�' R�•� xi�r ��rc , — f`' 'V c-- "s _- _ - - - - ---------- - �-- ?e�...�.,�_ .�_�._.._. .�...�._._._..�..�_•.____...�..�_�._..__._. ..ram.. �.• :.m. i �� '_"_.- - ----=�_.—.m..e.,.,.•.•....d._,......... � �._+....... ..=+..n._+.+•�rw.r....w.�...�vu..�..�.<..•..,�.....—..,,_..........._.,.�wr.•.�.....�........•...,...�.....,..,..�..w.,w,...ww.Mws�e.h�.,.ow.�.. wmanateouawmw,�ovm.,o<..•w,.,,-...—,,......_r�....�..,..a....a+o.,..wa.veww�w�.eT....��...o.� \ � i LL=--=-A Fl I i _w__.� V Ise /CD -- _—--- __,__.�. .�. _..._. � ._""� SSG% ;._.f._. •,---_....I._- �= == �, �� 6• Cy' 'yip CO c,,•z LU �. uj �_.- _ _. -- , w i --_ Z �. a a F i i 4 J 03 _ 39 SURVEY SHOWING g1 D IWELLING SETBA CKS OF PROPERTIES A T LAUGHING WA TERS �60 1000 - 87 - 03 - 43 40 SCALE 1-0- = 60' 1000 " g1 " °3 SEPT 25, 2003 • 2 03 41 2� 000 , g1 . CL is i / 03 _ 42 1000 _ g1 , 30.9' 1000 - 87 - 03 - 43 0 O 1000 - 87 - 03 - 44.1 I 1 � fro y ice• � ' �a v w A VERA GE SET = 20.7' $ r4 4Ar ors 27J' GAR. ` \ y s FRS-.• /000 - 87 - 03 - 45•/ /000 - BT - 0 3 - 46 x / VACANT/ . Y; ��pF N EW y�� . i o� .....: ,•, F .Y LlG NO. 496C8 c c X C. l6.......I�I 6 .._ 5 (63/1 765 - l 79'7 P. ,, Q P. : 6129-Vt -4TREET SOU = //97/ a D3 - 206A LANDWARD ED.13E DF. TtDA..L:•WsETLA•NDS AS DELINEATED BY SUFFOLK ENk/IRomMENTAL COIi sUL•TING, INC. ON JANUARY 20, 2010 b= WETLANDS FLAG ' rn TOWN 1615* to Natiolf ' l 035 0 A o Q o n `° m �1 G�i/• a�' —fq.Z• fah '�'�D� ,7TJ' '�' � '1, "y . pole ti N p 3 OO , �t; ':ram.. �• 2,9,9:' � Q ~ e,l , u��'hs� ul�': ln•3• s GGoa/G im •o .31 • O �-TD17 � �at to r�Y ,off Y � o ;oa `N /A P �' o ,yP f fy ��o S. 880591001" W. 18u7:1 RAtN RUNOFF ( 1�- .r Lip' 8 L� 'EX-ISTIN'G HSE., GAR 9 PATIO 24,54 sq.fl. !PROP ADDITIONS 1070 sq.fl. k DRIVEWAY, •'WNLK 9 SHED 616' sq.fl. 4140 sq.ff. L SEr 14 2010 4140 x 1 x 0./7 = 70;4 : cafl 16,7 VF W ;F; Southh�la Toiarn _, PROVIDE 4 DWs- 8'0x4.5' W6ep.OR EOVAL SCR f j - Y Boary or Trustees LEADERS AND GUTTERS WELL BE PROM" '' ' rY INSTALLED'BY COMPLETION OF A T �LA�,ffifLG 'A'TER. CONSTRUCTION LOT COVERAGE - 22,454 sq.fl. UPLANDS TOw !W4FSOUTHOLD 4120122.454 = 184% SUF ' ILK +�.'' OWT Y, MY _ 1,600 —-&V— 0-9— 43 CERTIFIED TO _ :. PETERCA' LA S a1 1 = 30' ABSTRACTS, INCO)?PGRATED J!Ui,, AA .00'03'' Aug. 13, 2-003 (Ceffi�#cafions) iOaf 2g 2ao�(r�v�sie.,1 FLOOD ZONES FROM FIRM 36103CO166 H p��•2, 2oa 9 I`Z, JANUARY 25, OIJ 1� � NDS FLAGS) ELEVATIONS ARE'REFERENCED TO May 14, 2010 (dry well location) ! NA VD 88 ' AREA - 24,380 sq ft, to is lines ���` �T. cr, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION t O F SECTIOW 7209 AF THE NEW YORK STATE EDUCATION LA,W. EXCEPT AS PER SCCTICIN 7209 — SUBDIVISION 2 ALL !CERTIF?CATIONS HEREON ARE VALID FAR THIS MA.P_AIVD COPIES THEE'. ' ONLY lF SAID MAP OR COPIES BEAR THE LkPRESSEId SISAL f,•� HE Sf!IVEYdTR ? �l : 496/8 WHOSE MGJUTlJRE APPEARS HEREON. ADDITIONALLY TO COWIPLY WITH S,41/� " CONK S R O LAW T RA A. 'TEREZ) BY' ' MUST BE USED BY ANY AND AL.I 0, 0TIE�- A COPY IJ J`65 502 %6" 5 = 1797 OF IANO.THER SG/R►�EYOR'S MAP.. F8} = l upG�y'LD 'AN P. O. B>OjC 909 'BROUGHT - TC► - DA rE •ARE No cater l 'Nc� Wife i THE.LAR. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03-206 ' F LANDWARD EDGE ,OF TIDAL:*WETLANDS AS DELINEATED BY SUFFOLK EIVVIRONMENTAL CONSULTING, INC. ON JANUARY 20, 2010 R=. WETLANDS FLAG ' R J • 1 � l of, m/n� • 0 °35100� E• A o 2 , o ku to I ob Syr ~�•-` " 'P Oprop:, .��„° ,."• .. ..; __� � � • �,, O �' __ 5.3• ` •fir P _ f cn 0i Pa'`,o R1 {tea qco3► O O IL �,�` cp ro op NYSDEc A Vol-EtAPPROVED AS PER *TERMS RAIN RUNOFF - A>qD CONDITIONS CAP EXlST1NG HSE., GAR. d PAT/0 2454 sq.f1. PROP ADDITIONS 1070 sq.fl. PERMIT NO / a3193/owoD- DRIVEWAY, .'W;4"LK 8 SHED 6/6' sq.fl. _ bATE .�' �C� in 41.40 sq.fl. F- ► � 4140 x 1 x 0./7 = 70�.4 .' cu.ft 'V4/42.2 = 16,7 VF �� , PROVIDE 4 DWs- 8'0x4.5' •d6ep_OR•EOUAL SURREY OF LEADERS AND GUTTERS WILL BE PROPERTY Y��"++ I CONSTRUCINSTALLEDTION COMPLETION OF A "LA(JGf�1IN�7 VA TERS ;LOT COVERAGE - 221454 sq.fl. UPLANDS TOWN OF SOUTHOLD 4120122.454 = 184% SUFFOLK COUNTY, N. Y CERTIFIED. TO r`r': -' 7- 03- 43 PETER COSOLA S 1 = 30.1 ABSTRACTS, INCORi IORA, TED .ILA j/ `;: 2003 , Aug. 13, 2003 (Cerl/flcvfions) A,9. 23 2o.a 3.( rPaly .aolec:, � . S�pf /� Zao3 rey�5i��) O�� 2g. 2ao 3���•ws,b.,) FLOOD ZONES FROM FIRM 36I 03CO166 H- Mr.. aac,Z. • .arc•2, 2O o 9 ,�oC. � s ELEVA TIONS ARE REFERENCED TO JANUARY 25, k/ -APUNDS FLAGS). NA VO 88 May 14, 2010 (dry well location) ()F iv k*; T. flip AREA - 24 380 s . ft o c�q t tre. roes . . ., � ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF'SECT1gN 7209 OF THE NEW YORK STATE EDUCATION LAW. ?� I EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIF/CATIONS ' -AEC=� HEREON ARE VALID FOR THIS MAP_AND COPIES THEREOF ONL-Y IF � A SAID MAP OR COP/ES BEAR THE APRESSED SE4L O>=_THE SURVEYOR / + / fir ' 9618 WHOSE SIGNATURE APPEARS HEREON. ADQIT/ONALL Y TO CO{'L Y W/TH 5.4/D GAsW TERM •A,•I TERED.BY ' CONKS R ORS, MUST BE USED BY ANY AND ALL $ % YO/ T//;/YID A COPY 3/) 765 5020 FAX (63/) 765 - 1797 OF ANOTHER To MA°P.. FERMI SUCH 'INSPECTED 'AIVD P. 0. BOX 909 'B OUGHT - TO - DATE_.'ARE NOT/N COMPLk4NCE WITH THE•LA'W /230 TRAVELER STREET SOUTHOLD., N.Y. 11971 03-206 i jpl. 1 �GKS0 F vv- ER J 64'21 Wolf b:5 N. �*► N m p% o Illy Sly it z ; O f P 6 lk 28,9 J . _ 27,7' 5.3' � ,OroP _ f � ,�• nscre� r.. 0 O0.3• rin 71 Q h 0tv- 0' ���� 23.0 �� \J ti L� e15.P�o�' �•ti b`V (0 0 c c roP I �� S. 88959'00' W /87.I8' - M`01F R rR ear L° I''R I Lr OPECHEE A VE. RAIN RUNOFF - EXISTING HSE., GAR. 8 PATIO 2454 sq.ft. PROP. ADDITIONS 1070 sq.ft. DRIVEWAY, 'WALK 8 SHED 616' sq.ft. 4140 sq.ft. 4140 x I x 0.17 - 70-4 .' cu.f1 70.4142.2 - 16.7 VF" PROVIDE 4 DWs- 8'Ox4.5' deep-OR EQUAL SURVEY OF LEADERS AND GUTTERS WILL BE PROPERTY INSTALLED'BY COMPLETION OF A T LAUGHINO WATERS colvsrRucrioly TOWN OF SOUTHOLD o 6 LOT COVERAGE - 22,454 sq.ft. UPLANDS SUFFOLK, COUNTY N. Y. � 4120122454 = 18.3% , 1000 -.37 - 03- 43 CER PETER IEDOT OLA Scale. 1 = 30' ABSTRACTS, INCORl"ORATED - i Ad•y 13, 2003 Aug. l3, 2003 (Certifications) A, 2 3 2 0 016 (Prop a 04OL .6 . ZOU3 ( rev15/--1) Oaf 2� 20"2, SAP f . 30, 2c�o g(/'eviS co', aczoU ZBA FINAL MAP FLOOD ZONES FROM see o ISION# FIRM 36/03C0166 H� . D�� �, 20 v y �F��, fir. «day����� ELEVATIONS ARE REFERENCED TO NA VD 88 AREA = 24,380 sq. ft. to tie rnes ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION AF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC TXW 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREAN ARE VALD FAR TI•MS MAP-AND COPES THEREOF ONLY lF / SAID MAP OR cWES BEAR THE 1WRESSED SEAL OF THE SURVEYOR � f :S;r. ;/ . �r[r{ 96/8 WHOSE SIGNATURE APPEARS HEREAK ^' n�. ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ' CONICS MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 3/) 765 - 5020 FAX (63t) 65 - 1797 OF ANOTHER SURVEYOR'S MAP.. TERMS SUCH 'MVSPECTED ''AND P. O. BOX 909 'BROUGHT - TO - DATE'ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03- 206 Ir I LANDWARD EDGE ,OF .TIDAL; WETLANDS AS DELINEA TED BY SUFFOLK ENVIRONMENTAL ' CONSULTING, INC. ON JANUARY 20, 20/0 D.=. WETLANDS FLAG �. KS ONE JR. I E G �. . RI I I NIO�� ��4 0$• 035,00 � • �' No (� N. ?2 R O ® / T Gfi/• {mod \ °° ` • 1 r� r d" a �1 , � O Prop b,�N ; ; "`:'-.-,;. • • .. , —�� � - Z 611 �1 2s 9; Lp J Q1' hj "I 7exlei% i.. 4.5' 6i 14 dock -- O frog- 4 o. rn � 9 Q CL C/,7 CL JR h O � p�o� �;i IJr�±arop �` ffrI ��•b S. 88°59'00"W. N MP l ' . . h PRIFFIO . SEE VE I RAIN RUNOFF - EXISTING HSE, GAR. & PA TIO 2454 sq.ft. i; PROP ADDITIONS /070 sq.fl. DRIVEWAY, .'WWLK'8 SHED 616' sq.fl. 4140 sq.fl. - 4140 x l x 0.17 = 704 : cu.fl ' 7:0_4/42.2 = 16,7 VF PROVIDE 4 DWs- 8'0x4.5' deep_OR. EQUAL SUM EY OF LEADERS AND GUTTERS WILL BE PROPERTYINSTALLED'BY COMPLETION OF CONSTRUCTION A T "LAUGH/NG I. A.:_TER' 5. - LOT COVERAGE -'±22,454 sq.fl. UPLANDS TOW, N OF SOUY14 4/20/22454 = 18.3% SUFFOLdC, OOUNT Y,'IV Y I' 1000 87- 03- 43 CERTIFIED. TO PETER C,OSOLA Scale. ' = 30, i ABSTRACTS, INCORPORATED . ^ .ILI j/ 13, 2003 Aug. I3, 2003 (Cer//ficalionsl 7f�9. 23, 2oa3{>�raf sept /� 2003 rev�s `��r IL OOD ZONES FROM �.� .FIRl19 36103CO166 H 6-2,Ar. off, to/Jo,) E EVA TIONS ARE REFERENCED TO -�AORY 259� WETViNDS FLAGS) !�A VD 88 Mayy l4, 2010 (dry well location) S ..T. 2l 2 0/0 (additions) AREA - 24,380.sq. ft. to tie rnes ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA OF SECT/OW 7209 OF THE NEW YORK STATE EDUCATION LAW. `" EXCEPT AS PER SECT/UN 7209 - SUBDIVISION 2. ALL CERTIF/CATIONS HEREON ARE VALID FOR THIS MAP-AND COPIES THEREOF ONL Y IF SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �~ WHOSE SIGNATURE APPEARS HEREON. "' :<7. I10 3618 �4DD?IONALLY TO.GOAIPLY WITH S LID iAW TERM •ALTERED BY ' CONIC MUST BE USED B.Y ANY AND ,4LL SURVEYORS UTIL17/NG A COPY 3/1 765 5020Q6,i �6 ' /797 �BROUGNT R TORV DATE''ARE OT I COMPLIAM EEWITH THE LAiY. P. O. BOX 9091230 x �. SOUTHOLD,/ N. .Sl97IET 03-20 Compliance Certificate Project Title: Cosola Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 21% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 2880 Minnehaha Blvd. Angel Chorno Southold,NY 11971 Architect Southold,NY 11971 631 7656530 Compliance:10.7%Better Than Code Maximum UA:140 Your UA:125 Ceiling 1:Flat Ceiling or Scissor Truss 765 30.0 0.0 27 Wall 1:Wood Frame,16"o.c. 665 19.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E 142 0.330 47 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 681 34.0 0.0 20 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped d signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications a in co pliance i s Code. _'&Ida A C�0 R�0 •2 4 D Name-Title QC � S' ture Da e �F-VtE D 4,9c •_� �p- car:� �+ 0-4 F OF N* * Project Title: Cosola Residence Report date: 09/23/10 Data filename: Untitled.rck Page 1 of 4 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-34.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Project Title: Cosola Residence Report date: 09/23/10 Data filename: Untitled.rck Page 2 of 4 Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have 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 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: o All heated swimming pools have an on/off heater switch and a cover unless,over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. J Project Title: Cosola Residence Report date: 09/23/10 Data filename: Untitled.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Cosola Residence Report date: 09/23/10 Data filename: Untitled.rck Page 4 of 4 N, ,9. ERIGKSO mf /�/F � a6�27 N °5 Pole Q 4f./. ,Ind• \ � 2. �`�a � 1� J. Cb e/ IV W v w / ^ Z c% hj O� Ut``' iD. rema/iv Grl o ,p�p� • r+r. .O ' e/7.9 0)fv sh�c ( S. 88059'00" W. 187,18' N10iF R. R. & D. AWE TO OPECHEE- A V,E. LEADES ANGUTTERS WILL. BE NSTALLED BY COMPLETION OF . SURVEY OF CONSTRUCTION DOPER T Y A T LAUGHING WA TERS TOWN OF-SOUTHOLD SUFFOLK,' COUNTY, N. Y 1000 87— 03— 43 CERTIFIED TO Scale. 1 = 30PETER CLA ABSTRACTS INCORPORATED Jufy 18, 2003 Aug. 13, 2003 (Cerlificafions) Al. 23, 2oo,3(PraP Sepf FLOOD ZONE AE (el 8) FIRM 36103CO166 G May 4, 199R ELEVA TIONS ARE REFERENCED TO NGVD. AREA = 24,380 sq. ft to tie dines's F Nfy,Y ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TM NO F OF SEC 77QN 7209 OF THE NEW YORK STATE EDUCAT/01V':LAW. ._ EXCEPT AS PER SECTION 7209 - SUBDIVISION Z ALL (gRT#7CA THONS -- �'• HEREON ARE VALD FOR THIS NAP AND COPES THEREOF ONLY.IF SA® MAP OR COPIES BEAR THE IIWRESSED SEAL OF THE SURVEYOR N.Y.S LIC. NO 49618 WHOSE MMTURF APPEARS HEREON. .. - . ADD177ONALL Y TO COAfPL Y WITH SAID LAW TEW.'AL TERED BY ' ON �S ORS, P.C~ MUST BE USED BY ANY AND ALL SURVEY0RWV1Xi*G•A COPY O FAX (631) 765 - 1797 OF ANOTHER SURVEYORS MAP. TERMS SUCH ',NSPECTED 'AND 'BROUGHT - TO - DATE_'ARE NOT IN COMPLIANCE WITH THE LAW /2 VELER STREET SOUTHOLD, N.Y. 11971 t . 03- 2-06 6ENERAL NOT5: I. All work to comply with the latest building and energy code requirements for New York State, the Town of Southold, and any other authorities having Jurisdiction EXISTING PATIO 2. All work to comply with the Prescriptive Design Criteria as set forth in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwellings (High Wind Edition). 3. G.G. and all subcontractors are to be licensed to work in the State of New York and the Town of Southold. G.G. to resent certificates of Ll P 3'-6" �'-lo v2° " 6'-T" 8'-q" o o --- insurance for Workman s Compensation, Disability, and Liability ($I p00,000 I I/2' I I/2" �° O O � min.) prior to start of work. Plumbing, H.V.A.G., and electrical contractors may file separate applications for permits, if required. POST OFFICE B O X 4 1 1 4. Contractor shol I secure all utilities, including electric, phone / O(2) 2" x 10" (2) 2" x 10"O O(2) 2" x 10" (2) 2" x 10" E O S 0 U T H O L D, N E W Y O R K 11971 telecommunications, cable, water, and sewer, before commencing work, and conduct construction with due care to avoid damage to all installations to ( 6 3 1 ) 7 6 S - 3 9 2 remain. LLLLLLLL SINK Dye (2) 2" x 10" 5. Contractor shall provide adequate weather protection for the building LLLLL L L L L L I I © D A ARCHITECTURE 2004 and its contents during the course of the work LLLLLL 6. Contractor shall provide, adequate protection for all fixtures and LLLLLLLLL I I I I finishes to remain and conduct construction with due care to avoid damage LLLLLL L- L_ L_ L- L-L- L_ L- I O A A A to all areas to remain. LLLLLL L_ L— L L—L L L x O 0 LLLLLL O O I - 7. All dimensions are to face of wood studs, unless otherwise noted. 8. Contractor shall not scale drawings. The contractor shall verify all EXISTING BEDROOM #I REMISE REVISED I N (2) 13/4" x II /S" MICRO (CONTINUOUS) l2) 2" x 10" p dimensions in field and notify the Architect of any discrepancies prior to X BATH #1 O O L_ I KITCHEN L L 7' commencing work. _ I LLLLLL II g iv I LLLLLL L_ L_ L_ L_ L_ L_L_ 4 I� Z LLL 3E," L- L- L- L L- L L L- L- L- L-I I o SGOPE OF WORK: O 1 LL9 L L L_ L_ L_ L_ L— 11 L— L—I I NExisting structural shell and mechanical systems to remain �O LLL L_ L L L_ L Remove existing windows, siding, and roofing and replace with new O ————— Remove existing kitchen and bathroom cabinetry, fixtures, and finishes PANTRY and replace with new EX I ST I N6 L I V I N6 ROOM REVISED FAMILY ROOM NEW EXERCISE ROOM Install new interior non structural partitions as indicated on drawings — _ — — _——_ — NEW TRAY GEILIN6 NEW TRAY GEILIN6 NEW TRAY GEILIN6 Remove existing ceiling in Living Room, Family Room, and Exercise Room,and replace with tray ceiling O o 3 O G EXIST 6 O 3 4 O MECcheck / REScheck compliance: 00 MECH 4 Compliance: Passes 10 0 Maximum UA = 358 Your Home = 348 O O l 2.8% than code EXISTING BEDROOM #2 EXISTING BEDROOM #3 LUMBER: I. Design and construction shall comply with the latest editions of the Wood Frame Construction Manual (High Wind Edition), National Forest Products Association, 11 I I NEW STORAGE American Institute of Timber Construction, American Plywood Associations Manuals, 1 American Forest 4 Paper Association, and the American Wood Council. I I G UNHEATED SPACE 2. All plywood shall comply with US Product Standard PSI (Douglas Fir, Larch, or (2) 2" x lox I I (2) 2" x 10" (2) 2" x 12" (GONTINUOUS) Southern Pine) 2222 3. Unless otherwise noted, all structural lumber to be #1 Douglas Fir or #1 Southern L REVISED (2) 2" x l0" Pine and shall be free of any defects which may affect its structural integrity. # (D AO BO AO qO AD 4. All lumber to comply with P5 20 "American Softwood Lumber Standard" and with O7 BATH 2 applicable gradingrules of inspection agencies certified American Lumber LLLLLL Standards ommits Board of Review. LLLLL O EXISTING COVERED ENTRY 5. Contractor to comply with manufacture's installation and application recommendations for all engineered lumber (i.e. microlam, TJI, etc) (2) 2" x 10" 6. Contractor shall provide all accessories which are not called out on the plans, such as Joist anchors,Joist hangers, framing anchors, post bases and caps, steel straps, etc., as required for the completion of the project. qO q� -1. All Joist / beam, header / beam, and beam / beam connections to be installed �. with hangers anchored on main member supporting minor member 8. All post / beam and post / anchor connections to have 1/2" (min) bolt through Z connections with open holes q/I6". GONSTRUGTION LE6END GONSTRUGTION NOTES q. Notches and Boring ® Joists and rafters. Notches in the top or bottom edge of solid-sawn Joists shall not be located in the middle one-third of the Joist span. Notches in the outer thirds of the span shall not exceed one-sixth of the Joist FIRST FLOOR PLAN O EXISTING CONSTRUCTION To REMAIN y I UNLESS OTHERWISE NOTED: depth. Where notches are made at the Supports, they shall not exceed one-fourth ALL AREAS ARE EXISTING To REMAIN. PATCH To the Joist depth. Holes are limited in diameter to one-third the Joist depth and the 1/4.'=V..1011N EXI5TIN6 CONSTRUCTION TO BE REMOVED MATCH EXISTING 0 ALL AREAS WHERE DEMO edge of the hole shall not be closer than 2 Inches to the top or bottom edge of NEW CONSTRUCTION ALL TAKES LACE. DIMENSIONS CO RE TO FACE OF WOOD STUDS the joist. ALL CLOSETS To HAVE A ND. POLE AND SHELF 0 INTERIOR PARTITIONS TO BE 2" x 4" M. -- 10. Notches and Boring 0 studs. Any stud in an exterior wall or bearing partition STUDS 0 16" O.G. W/5/5" PTD. GYP. BD. 66" A.F.F. may be cut or notched to a depth not exceeding 25 percent of its width. Studs in BOTH SIDES ALL BATHROOM SADDLES TO BE MARBLE non bearing partitions may be notched to a depth not to exceed 40 percent of a ALL UNLABELED HEADERS TO BE (2) 2" x 10" single stud width. An stud may be bored or drilled, provided that the diameter of EXTERIOR WALL5 TO BE 2" x 6" M. 6.6. TO VERIFY R-50 INSULATION ABOVE EXISTING g y y P " GEILIN6 0 ALL AREAS WHERE EXISTING the resulting hole 15 no greater than 40 percent of the stud width, the edge of the STUDS ION ANO.GD W. R-Iq BAIT GEILIN6 TO REMAIN AND SUPPLEMENT IF INSULATION AND 5/8 GYP. BD. ON hole is no closer than 5/6" to the edge of the stud,and the hole is not located in INTERIOR FACE. EXTERIOR FACE TO NECESSARY To ACHIEVE R-3o INSULATION the some section as a cut or notch. A stud may be bored to a diameter not BE "CEDAR IMPRESSIONS" SIDING OVER G.G. TO VERIFY R-Iq INSULATION UNDER EXISTING exceeding60 percent of its width, provided that such studs located In exterior 3/4" GDX PLYWD OVER STUDS. FLOOR AND SUPPLEMENT IF NECESSARY TO P I ACHIEVE R-Iq INSULATION walls or bearing partitions are doubled and that not more than two successive 2 OMIT DRAWING: studs are bored. O NEW WINDOW II. Provide fireblocking as required 0 the following: a. "all floor and ceilinglevels OINSTALL NEW 2" x SLEEPERS 0 16" O.G. AND 5/8" eve O NEW DOOR PLYWD. 5UBFLOOR TO RAISE FAMILY ROOM FLOOR CONSTRUCTION PLAN b. interconnections between concealed vertical and horizontal spaces LEVEL TO MATCH LIVING ROOM. INSTALL R-13 (i.e. soffits, drop ceilings, and cove ceilings) INSULATION IN BETI^EEN SLEEPERS and ducts) through celiin and floor level 1 CONSTRUCTION NOTE 4 REMOVE EXI5TIN6 GEILIN6 0 ALL AREAS WHERE NEW c. all penetrations (es vents, pipes,sg g O O TRAY GEILIN6 15 TO BE INSTALLED. 515TER NEW 2" x d. chimneys, fireplaces, and fires 8` RAFTERS (EVERY OTHER RAFTER) TO EXISTING SCALE: 12. Provide wall bracing as required: SMOKE DETECTOR RAFTERS AND INSTALL NEW 2" x W JOI5T5/6OLLAR a. first floor - located 0 each end of wall and at least every 25 feet on CARBON MONOXIDE DETECTOR TIES 0 NEW GEILIN6 HEIGHT. INSTALL NEW R-50 e center but not less than 165� of braced wall O INSULATION ABOVE NEW GEILIN6 AND IN BETWEEN 1/40 1 -011 b. second floor - located 0 each end of wal I and at least every 25 feet on 515TERED RAFTERS. center but not less than 30% of braced wall # SECTION OR DETAIL O EXTEND (NEW) BRICK PATIO TO MATCH EXI5TIN6 13. All dimensions are to face of wood studs or outside edge of concrete face # ISSUE: unless otherwise noted. 12. Any unlabeled headers to be (2) 2" x 10" 13. Provide 2" x wd. blocking at all Joist and rafter locations 0 V-O" O.G. maximum 11/10/03 REVIEW SET 14. At all notches greater than 50 percent of plate width, provide 1 1/2" width, 16 _' / 12/4/03 PERMIT SET ga. metal tie across and to each side of the notch w/ (8) l6d nails each side APPR VED AS NOTED `_/ 7 � � 1/27/04 PERMIT SET DATE. B.P.# Sc` <� FEE: NOTIFY BUILDING DSP„R T MENT AT ALL CONSTRUCTION SHALL 765-1802 8 AM TO 4 PM FOR THE MEET THE REQUIREMENTS OF THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED CODES OF NEW YORK STATE. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST �E ARC, BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THEi REQUIREMENTS OF THE CODES OF NEW / YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. { ?2763 1 OF COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S0'J,H0L DTOwN SBA DRAWING NO. SOt OL L TJAN PLANNING BOARD SGi;THJLu TOWN TRUSTEES N.Y.S.DEC A- 0 1 PERMIT SET OCCUPAN(' .Y �R USE IS UNLQt`Vf=UL FLOOD ?ONE A (91) OF OCCUPANCY COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. WINDOW 5GHEDULE NO. MODEL # TYPE ROUGH OPENING (N x H) REMARK5 A 2446 NARROLINE DOUBLE HUNG 2'-6 1/5" x 4'-9 1/4" B 5046 NARROLINE DOUBLE HUNG 3'-2 I/8" x 4'-Q 1/4" E6RE55 WINDOW G 2052 NARROLINE DOUBLE HUNG 2'-2 1/8" x 3'-5 1/4" _ {� D POST OFFICE BOX 411 E 6436 GLIDING WINDOW 4-O " x 3 1-6 11 SOUTHOLD, NEW YORK 11971 F ( 631 ) 765 - 3928 G 25-16DW68 GLIDING PATIO DOOR 8'-0" x 6'45" c DA ARCHITECTURE 2004 Ist FL GEILING EXISTING WINDOW HEADER 11 Li WINDOW5 NOTES: - O �p I. WINDOWS AND 61-A55 DOORS TO BE LOW-E H16H PERFORMANCE WINDOWS MANUFACTURED BY O AO O AO O O O AA EXISTING GARAGE ANDERSEN WINDOW CORP 2. TEMPERED GLASS AT 5LIDIN6 / HINGED DOORS, UNITS ABOVE BATHTUB, AND ® ALL UNITS WHERE GLAZING 15 LESS THAN 15" A.F.F. D a 5. HARDWARE - WINDOWS TO HAVE WHITE PULLS AND LOCKS; 5LIDIN6 4 HIN6ED DOOR HANDLES TO Ist FLOOR(EX15T) HAVE WHITE FINISHES { - 4. 5GRE EN5 - ALL OPERABLE UNITS TO HAVE INSECT 5GREEN5, ALL 5LIDIN6 DOORS TO HAVE ELEV. 1'-T" IN5EGT SCREENS GRADE 5. 6AN61N6 AND MUNTIN PATTERNS - SEE ELEVATIONS FOR WINDOW GANGING, FIXED / OPERABLE ELEV 0'-0" OPERATION, ARRANGEMENT, AND MUNTIN PATTERNS. GANGED ROUGH OPENINGS PER FACTORY GANGING 6. 6.G. TO VERIFY ALL ROUGH OPENIN65 W/ WINDOW MANUFACTURER PRIOR TO ORDERIN6, FRONT ELEVATION NOTE: ALL WINDOWS AND EXTERIOR FRAMIN6 AND INSTALLATION DOOR OPENINGS TO HAVE 5/8" PLYWD 5/4 x 4" PM. FLAT 5TOGK ND. GA51NG 7. PROVIDE ALL JAMB d 51H EXTEN51ON5 AS REQUIRED - G.G. TO VERIFY 51ZE5 REQUIRED A (EXISTING) 13 =1'-W REMOVABLE "HURRICANE PANELS" W/#10 5/4" x 4" PTD. FLAT STOCK CORNER 8. ALL WINDOWS AND EXTERIOR DOORS TO HAVE 5/S" PLYWOOD REMOVABLE "HURRICANE ND 5GREW5 ® 12" O.G. ANCHORED TO BOARD PANELS" N/ #10 ND. 5GREN5 ® 12" O.G. ANCHORED TO EXTERIOR 5HEATHIN6 A5 REQUIRED BY NOTE-5: EXTERIOR 51-EATHIN6 "GEDAR IMPRESSIONS" SIDING GODS EXISTING RAKE BOARDS, FASCIA, I. UNLESS OTHERWISE NOTED, ALL EXISTING WINDOWS AND DOORS ARE TO BE REFLAGED SOFFIT,VENTIN6 TO REMAIN WITH NEW IN EXI5TIN6 LOCATIONS 40 YEAR ARGHITEGTMAL GRADE POOP' 5GHEDULE 2. EXISTING ROOFING AND 510ING TO BE REMOVED AND REPLACED WITH NEW. PATCH TO ASPHALT ROOF 5HIN6LE5 MATCH EXI5TIN6. NO. SIZE HARDWARE REMARKS I 3'-0" x T-O" PRIVACY LOCK DEADBOLT MORGAN FRONT ENTRY W/51DELIC7HT5 2 3 2'-8" x 7'-0" PRIVACY 4 2'42" x T-O" PASSAGE 5 2'-4" x T-O" PRIVACY \� • ® 6 2'-4" x 7'-0" PA55A6E Ist FL CEILING 14 Z 7 2'-0" x 7'-0" PRIVAGY EXISTING e 2'-0" x -1'-0" PASSAGE WINDOW HEADER t Cl 1'-8" x 7'-0" PA55AGE E CE ' C ® O co c 10 (2) 2'-6" x 7'-0" PASSAGE O O O O O O II (2) 2'-0" x T-0" PASSAGE co 12 4'-0" x 7'-O" POCKET POGKET DOOR ITI Ist FLOOR(EXIST) ELEV. 1'-4" GRADE ELEV -1'-10" DRAWING: ELEVATIONS REAR ELEVATION 'LoJot (EXISTING) SCALE: 1/4" = 1'-0" ISSUE: 11/10/03 REVIEW SET 12/4/03 PERMIT SET 1/27/04 PERMIT SET Ist FL GEILING EXISTING ------- WINDOW HEADER r 11 Hill 11111IL 027 11 Ill Ill Hill Hill IIII ill Ill ] 1111 1111 15t FLOOR(EXIST) ELEV. 1'-4" F �r\.. DRAWING NO. 1-1-LI FM 4fl 1 11 inll 11 SIDE ELEVATION SIDE ELEVATION (EXISTING) 114 D (EXISTING) 1/48=V-0N A 0 /m PERMIT SET OF 01 1710 �'-oz '.p Z .Nv t I� N :I .+ /3.7 2.0 6 -"� 0ol"4 77 'r` 2 SET SCREENED A-3 OPEN PORCH � � PATIO xCdppx,/ To., - MASTER BEDROOM #1 � a3 A-3 S E V n I � v i vl / / / N ♦ ASTER BATHRO M #I' I CL S - ,y - I F CLOSET { ' W ' 00 KITCHEN �o 0 ,1 0O. sl `51 EXIST'G LIVING ROOM +� BATH R #2 LAU , CRY 1 j HALL. ' ' �_'p� DEN ` . 0 PANTRY LOS � � � � a� } ECHANI A EXIST G FAMILY ROOM O \ —,.�1 — LO T " X •• \-' 1V BEDROOM ##2 CLOSE - 2 or OF 6,8 STORAGE A5 �_ ) ;.:i= .� DE L / i �i\ w w.... ...- , .. T( d. ,-A%;NING BOARD \{y EXIST'G BEDROOM #3 CLOSET !s:EES - ass XIST' M .�F.., T #3 PORCH PL UMPFR CERTIFIC.^.TiON APPROVED AS NOT ED ON "TENT.F.:. ' ,i 1 1E B.P. # DATE' CERTIF,C'-, , 1;NCY SOLf� i—, '_" :. ' . .. I i;,R FEE: BY — �3�6 ---- ram FLOOR P L�:� SUPPLY SYS i t.:;%,i % ."•',',`v'.")T NOTIFY BUILDING DEPARTMENT AT T EXCEED 2110 OF' i L�_AU. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS 1. FOUNDATION—TVV' P'FQUIRED A tt� t�^it PLI JMBING FOR POURED CG'� - scale. 1 ,1 = ;,,} ., 2. ROUG�' VC F ` • ALL PLU''.a3l;dG ,r�,�S p EXTERIOR DIMENSIONS ARE TO FACE OF STUDS &WATER R-L:h' 3 Iti U'°-' )N TESTING BEFt�rt� �C ERING 4 F MUST BE COMFL'E-'- r R C f �pp ALL CONSTRUCTION SIIA L V ET THE 0R REQUIREMENTS OF ' 'E CC S OF NE.W i.x..¢.. WIN4o#OW SCHEDULE - 1 -' IS Uttj "` 14! "- YORK STATE. NOT RE P�!�:� r, EFOR l.: . DESIGN OR CONSTRUCTION ERRORS. GER T iI"-i f T RETAM STOR^.11 trrnTr�? Rl NO A X 5 5 TW 052 �u�sl�,�nl, 3s 5 21 EGRESS,!:;i. `,.. , a. OF 111t. . B X 5 DHP41052 UNDERWRITERS C1R4T(,ATE �. C 6 X 4 G 64 REQUIRED D ? X 3 TW 210210a �TG E ! 1. X 48 TW3046 EGRESS F X 3 TW18210 ,. ; ��0« � j '�>=NTIO 1 .:;OUI HOLD TOWN CODE. wJ�N�ow s� 1 7YFRT��6L-�vx DOOR 6 X 8 PS6180 R CATALOG W:`MBERS ARE FROM ANDERSEN 100o-87-a3�1O00-$ l03�3 COSOLA RESIDENCE _°ATE: 9-24-10 �E3 D ..s �, -� .�. R�ti 2880 MINNEHAHA BLVD. ADDITION o:�, ON AND ALTERATIONS 4 , .R ,_ �oo' s 6< �� n� 4 :: ; � :: SOUTHOLD NY A- 1 ti' 019 i C�'•F�sIS._._..._./.�O,C. /6 4.G /1o�DC /�c�c'. '���,,,.Qfi �i E�I�.r`'F CHORNO ASSOCIATES WINW W "PROT Ec,r" . arcmtocb. SOMOLD, NEW YORK I i I I - I ,se2p� Vvf -#Z �tit ' - r �t X4CiD )'2 l - f'4- �2 _ -12 PLUMBING DIAGRAM 53 EAST ELEVATION P J � t r ELECTRICAL SYMBOLS - �r S RECEPTACLEf ' C GkOUND'FAULT RECEPTACLE _� 111*4� WEATHER PROOF RECEPTACLE f �----- �v SWITCH - CEILING I-IGHT CENTER E3l K ' LIGHT BRACKET �! EXHAUST FAN \1 E3 El PULL CHAIN SWITCH LIGHT � - O CEILING FAN AND LIGHT �i° (s SMOKE DETECTOR Eg CARBON MONOXIDE DETECTORTR�� - ! -�, 8 TELEVISION OUTLET - pi _ _ _ ---- - ; Q TELEPHONE OUTLET - M Y El i .............. scale:1/4"=1 '-0" 2 Q � - „ I NORTH E:L EVAT I O N J GL6 � O o -- - -- --- --- ELECTRICAL 9.28•/0 COSOLA RESIDENCE DATE: 9-24-10 WEST ELEVATION SRC w"��, � o��-� 2880 MINNEHAHA BLVD. : ,; �i;I?� t• ADDITION AND ALTERATIONSA-2j 'ASOUTHOLD NY r�: .OF Nli�"€r CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK tit _Lrtl� -- - .1Jy19 �,d�./ }���'r /7-o ----- 1/L ` ?, 77 /NS i � t � I 4kG rRlMZ - I j k v � y 2x_a (� sT-zs Ire , _ FOUNDATION - FIRST FLOOR FRAMING STRUCTURAL w , .4orA/,d 45 � Pit n • O 4 PC SECTION 1 —��— � _. A-3 i scale` i ROOF FRAMING �✓-S Ad.-sad C04-0AWS vv/,ZR/�I1 I __ CSC.- „�° I 1 ;• _ aovvl. .ALE _ y io•i� . n SECTION 3 COSOLA RESIDENCEDATE: 9-24-10 SECTION 2 A-3 2880 MINNEHAHA BLVD. A-3 ,_ » �:Q' ; a ADDITION AND ALTERATIONS scale: 1/2 -1 0 A-3 1 „ SOUTHOLD NY scale: 1/2��_1 -0 C ORNO ASSOCIATES architects. SOUTHOLD, NEW YORK 1 i GENERAL CONSTRUCTION NOTES y NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITYON WOOD FRAME' CONSTRucTION MANUAL. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL NAIL SPACING IS BASED AT 16' D.C. SPACING. ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR vVID SEISMIC FROST WrffE9 ICEMELD FLOOD SHALL REFER TO THE: PRESCRIPTIVE DEIGN V-0--"ION OF THE WOOD FRAMING MANUAL FOR. PROPER APPLICATION S f SPEED DESIGN WATIMUIS LVF_ TMUTE DECAY D 11" LOAD CATEGORY ICI '. TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADSI ROOF FRAMING, 4� Lam. a �,IMOEMTE SLIGNT u I _ ROOF SHEATHING, AT INT TO NAVY MODERATE JOINT DESCRIPTION NAn. SPACA NOTES QTY. SPACING JOINT DE GTY. SPACING NOTET SfEATHING LOCATIQN AT PANEL EDGES SV�'PQRTS IN THE PANS. F TOP PLATE Ur VAL4 4-W RAFTER TRUCTURAL P � AS PER T VFCN - SBC FOR ZT� Ct l ! 6.O.C. ed t 1 O le' QC. i T14ESE CONSTRUCTION D®CU�NTS HAVE BEEN DESIGNED TO MEET THE MINIMUM LIVE LOAD NOTE• 2 FUR PANS. FIELD CRITERIA BELOW. REFER T10 SECT. R301.4 / R301.5 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE TO TOP PLATE 1W vALLs 4-W COMMON JOIST ENDVALL RAKE AND RAKE TRTISS @ 4'O.C. � a 4. O.c. SEE NTITES� 1,3 CEILING SHEATHING: ---LIVE _LUAD -USE LIVr LOAD PNZMJ- I. RAFIV VFCM - SBC LAP MAIL - NAIL RM NOW CEII-VE MET LFIT AS PER TAET-17 EACH FACE M. SPACING_-ALL REJUMS NOTES 40 PSF ` Gy a OVER PARTITION vFCN - sm LAP "AIL ` ! (EXCEPT SLEEPING ROOK, URI tAILS 6HAND"RAILS -tbs' IN EAW FACE vALLBOARD O.0 . FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. iSLEEPM any direction TO RAFTER vFCM - SBC END NAIL To aZ99i P - 9d C0T EAW WE END { _L SHEATHINGT 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. f CEILM (NU 4' FU d TO RAFTER 2 - � COMM I END �' �� iTTY. SPA TES 2>. Tabulated 12 Inch mc. naR spacing assumes sheathing attached to rafter / truss framing members with G>0.49. ed COMMON AS PER TABLE 19 For framing members with (0.42(G(0.49, the nall spacing shalt be reduced to 6 Inches o.c. : ,• OSD COIe� 3. = EDGE WALL FRAMINGT MD 6' O.C. FIELD 3). Tabulated 4 Inch o.c. naR spacing assumes sheathing to rafter / truss framing members th G)0.49. For framing members with 0.42(G(0.49, the nall spacing shalt be reduced to 3 Inches o.c. ­7 ASSEMBLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. JOINT SPACING 1TION QW. SPAC NOTES . FIELD BOARD 10' REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REAUIREM'ENTS, TOP PLATE 10 _ I6d FOOT SEE NUM I F1 SHEATHINGT TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS, TOP PLATE MAIL MADL SSTD 10-99 Standard for Hurricane Resistant Construction ITOP KATEI AT "IS FACE NTERSECTIONS - Md EA. SIDE NAA. � �• SPACE TES T> LOCA AT PANEL EDGES SI TS IN TIE PANEL NOTES E"�ni�larl Des Loads for Buildings and Other Structures _ 1W FACE NAIL -� COMMON 4' EDGE ZONE a 6' ed a I2' OTC. NOTES a FUR PANEL FIELD SCE 7-02 (RCVISED FREN 7 9'3) STUD �. REAM TO FACE HEADER EDGES NAIL OR BOTTUM - NOTESI PLATE To STU&1 - I5d ac6 S N�l4IL GENERAL CONSTRUCTION NOTES MTTURTME PER FACE WL4 THT ,ES ARE ONLY TO BE REFERRED TO IF FLOM J=T, BAND .- I6d FDOT NIITE� ME1 .D IN SCHEDULE NOTES ONLY. 1. The information on this set of construction documents Is related to basic design Elm JOIST OR intent and frnmio details. 'They are Intended as a construction aid, not a substitute FLOOR FRAMINGT i) =g requirements are based on wall sheathing NOTES peneratly accepted goon building practice and compliance with current New York il on-center at the panel edge. If matt sheathing • =A7:,dtng codes. The Ga*nerat Contractor Is responsible for provicrM standard jam DESKMAIL NAIL NOTES ed 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES OILY. Faction details: and procedures to ensure a professionally finished, structurallyQTY JUIST ID MR OZ• capacities, nailing requirements for structural -" - ad ,�ers shaft be doubled, or alternate connectors, 1). For watt sheathingwithin 4 feet of the corners, the 4 foot edge zone attachmen•r requirements shall and weatherproof eos�pleted product PLATE OR G JOIST NAIL i as shear plates, shall be used to maintain toad path, be used. The General Contractor Is responsible for ensuring that all work and construction A DGM JOIST - ed ENS NAILEAW current federal, state, county and local codes, orcrnoncer and regulations, etc. Jhen watt sheathing is continuous over connectedPLOCKWZ 2). Tabulated 12 inch o.c, nab spacing assumes sheathing attached to stud framing member with hese cods are to be considered as port of the specifications for this building and TO MST e " 2d END NAIL bers,the tabulated number of nits shall be permitted the are in variance with the plan. . be reduced toi - 16d Halt per foot. G>0.49. For framing members with 0.42<G(, the malt spacings shall be reduced to 6 Inches ��.c. shoVd be adhered to even If y SILL OR TOP PLATE - 16d NAIL 3). For exterior panel siding, galvanized box nits shall be permitted to The substituted for common nails. 3. Irmenslarts shaft take precedent over scale drawings (do not scale drawhgs), TO - JOIST MAIL 4. The designer has not been engaged for construction rupervis4on and assumes no MST ON LEDGER respon►sitnIty for construction coordnating with these plans,pnor rocedures, or responsibility safety TO PERM 3 - � JOIST NAIL , construction means, method's, techniques, sequences, or proce . TO JOISWa MIT-T - Wd MR JOIST END. precautions, and programs ih connection with the work. There are no warranties for a specific use expressed or Imp4ied In the use of these plans. SILL 03 TOP PLATE " 16d FOOT MOTE, S Refer to floor plans, exterior elevations, and window & exterior door sched;Ae for GENERAL FRAMING NOTES types and sizes of urindows, and exterior doors. 6.Gencrat Contractor is to ensure that masonry and fireplace construction meets or L Unless otherwise noted, all frarang material to be 02+BTR. Doug Fir. exceeds all manufacturers specifications and applicable codes. G E��f E R A L 'DECK & PORCH NOTES GENERAL HVAC SYSTEM NOTES 2. Floors, walls, ceilings and rafters to be 16' O.C. unless otherwise noted. 7. General Contractor to consult and coord':nate with the owner for all built In items provide fi^etockclp where applicable. 1. Unless otherwise noted, all framing material to be #1 ACQ pressure 1. Mechanical subcontractor Is responsible for adhering to all applicable such as bookcases, shelving, pantry, closets, trim.. etc. codes and safety requirements. 3. Unless otherwise noted, all bearing wall headers to be min. 2-ply 2xEQrnted lumber. 8. Wind toad required connections ashatt be taken Into account during construction. All headers to have adequate bearing on each end or as specified. 2. Girders for floor ,joists to be min. 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor Is to fully coordinate all system data and requirements The wind protection page should be. reviewed prior to starting, Girders shalt be either bolted to posts w/ 1/2' d"a. 8`�tv. bolts or with the equipment supplier. 4. All flush rams / headers to be installed with heavy duty galvanized anchored onto concrete pier. hangers. Provide Galvanized Hangers and anchors where applicable to all 3. HVAC subcontractor to provide final system layout drawing and submit It to GENERAL F O U N D A T I O N NOTES ,joists connected to beams a Joists to have blocking C 8' O.C. General Contractor, owner and equipment supplier for finial review and approval. i 1. General Contractor a Mason to review plans, elevations and do*taKs to determ!ne 5. Double floor joist under walls that run parallel to floor joist and Intended heights of finished lFloor(s) above typical grade. under bathtubs. Fls getting ceramic tale shal be verified for oad capacity. 4. hint ledgers attached to house to have a flashing warder, lapping gh behind the siding, between the house and ledger. Ledger shall be bolted to bufld'ng with 1/2' dia. Galvanized bolts. 2. All footing to rest on undIsturrbed (vftln) soil. 6. Provide blocking / bridging in floor ,joists ID 8' O.C.. Use solid blocking In floor jo!sts under all bearing walls. 5. Alt footing for posts and plers to be 4' below gr&Le. Piers shall 3. Provide 1/2' expunsion joint material between concrete stabs and abutting concrete o masonry watts oc:curing In exterior or unheated interior areas. 7. Provide insulation baffles at eave vents between rafters. Install draft blocking extend a � of 6' above grade. or as etc walls being attached to existing (if any) concrete sr•t��u�re*to 6. All framing material to have appropriate galvanized hangers and 4. Any Instaalled with 04 re-bar, 18 long C 12. O.C. Use approved epoxy for Installation. S. Unless otherwise noted, Roof and Walls to have a m!n. 4-ply 1/2' FIwnCCWrs. 5. Unless otherwisenoted, grade all, Interior slabs on to be 2500 pf-i.concrete exterior sheati ft grade plywood. Plywood to cover over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES 9. Unless otherwise noted, 3/4' T&G Fir or Advantech plywood to be adhered 1 i�'t water supply, drainage and venting to be as r N.Y.S. i. All electrical to be as per N.Y.S. Residential Construction Code. Exterior stabs on grade to im 35M psi concrete to ,joist w/ PL400 adhesive and screwed to floor joists for sub flooring. Finished . ,, pplY ge ng per rand or gravel fill with 6x6 mire mesh reinforcing. Interior slabs to be placed on 6 rat. floor to be Installed over as per manufacturers Instructions. Residential Construction Code 2. All electrical worm shall be underwriters approved. • . Alt bathroom walls to have 1/2` moisture resistant sheetrock. Garage Walls 2. Verify septic system with Engineer for Suffolk County Health .� 1Q i q Slab to b� a mid of 3 i/2 thick. 3. Smoke detectors to be .rated throughout as per Section R317 of pnlyethylerte vapor barri._r. I�oundation 6. Provnate crawl space with one 8x16 cast iron foundation vent for every 150 square and ceilings to have 5/8' Type-X sheetrock. Unless otherwise noted, rest of Department approval. bu!ldi to have 1/2 regular sheetrock. Al( sheetrock to be taped and finished. N.Y.S. Residential Construction Code. Prove a minimum of 1 Carbon p feet of area. 3. If wall studs, plates or ,joists are cut out during Installation for Monoxide Detector in building. ' ' 18°x24' access to crawl space area. 11, All roofs with a pitch of less that 4112 shall be Installed with Ice & Water Barrier any plumbing related work, provide adequate bracing and plates 7. Provide Wremum open or approved equal, to protect and secure the structure. Verify with the state code and manufacturers recommendation for maximum hole size and /� 8. Dartpproof exterior of founndation with bituminous coating as per section R406 of 12. Sill plates to be pressure treated. Use with sill gasket and cop-ry 2 permitted. C O S O LA RESIDENCE DATE: 9-24-10 N.Y.S. code. A 6-ml potyethytene film shalt be apptied over the below grade portion approved equal termite shield. Plates to be anchored to foundation wit a of exterior foundation watts prior to baekfrUiro mfnk-tums 1/2' cML01 long anchor bolts & 6' O.C. and w/i 1' of ends and corners. 2880 MINNEHAHA .BLVD. 9. Draa to be provided as per section R405 of N.Y.S. revidentlal code �' C'` � � � °� m ADDITION- AND ALTERATIONS- .tv N: �.1.:fc�>1t� •�. . SOUTH ��. t y, . �� OLD NY• A = 'T,;c°7g��o .gyp pF N • CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK �_ . „ STW� PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING FC'R 16 MC. R TERS GENERAL WIND PROTECTION CONNECTION NOTES -- -� . �— �CTI WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT c PITCH SPAN CAP ITY (Ptf) 160 O,C, UNLESS OTHERWISE NOTED. IV 644 ASSEMBLY FOR ALL COMECTIONS AND TECKNIQUES TO BE IN ACCORDANCE WITH 161 , 07 0. 1995 SBC HIGH WIND WOOD F CONSTRUCTION 20 1073 241' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 509 TY-DEIWN C r ECTIONS COLLAR TIE 0. ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 4i12 20' �7 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 24' 1017 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 28' lies IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 32' 1357 RAKE OVERHANG OUTLOOK 392 Cll'MCTIONS 16” 523 •TER L1PL.IF i). RIDGE TO RAFTER ASSEMBLY 6g3 SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d 542 24' 783 12' OC 361 280 915 C NAILS REQUIRED IN EACH END OF TliE COLLAR TIE NEED NOT EXCEED 324 1045 16' OC 1 481 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 36' 1176 HOLDDOWNS WHERE REQUihED 2). RAFTER TO WALL ASSEMBLY, 12' 351 UPLIFT CONNECTIONS FORl RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR 16' 468 WALL-TO-WALL AND WALL-TO-FOUNDATION IDATION TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. 20' 585 WALL-TO-WALL }; USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 642 24* 702 CTIO N MIN. 8d NAILS CONNECTIONS C CTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS ROOF C 2Ei 819 SPAN CAPACITY REQUIRED NOTES SPACING 8 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. s 32►• 936 12� 427 TY 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR 35' 1053 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 121 326 161 526 tbs. 5 SMALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 435 20' 626 tbs. 5 7�12 20' S44 24' 726 tbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY: WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. 652 28' 826 tbs, 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 12,12 2EV 761 32• 927 lbs. 8 BE ATTACHED TO A CONMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 3#4 870 �. 979 36' 770 tbs. 7 12. O.C. HDLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNVDATION, p WALL-TO-FOUNDATIDDN FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR HEADER GIRDER C ECTIt1NS1 CONN CTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN 4 RGUF HEADER &LIF LATERAL MASOM Y BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN SPAN SPAN! tbs. lbs, HOLDDOWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 469 254 �'ILI TYPE I AND TYPE II SHEAR WALLS 4_" MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL ,,4. 6, 939 7 4 NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 8' 1878 1016 WALL. HOt.'DDOWN TYPICAL WIND L O A I PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS 2Qs 2347 12 6 HEIGHT CAPACITY (tbs.) `-�"' EMBEDDED IN OR IN CONTACT WITH SLAB-DPI-GRADE OR MASONRY BLOCK FOUNDATIONS �t0, N.T.S. 121 c817 1524 a' 3375 SHALL BE HOT-DIPPED GALVANIZED COATED. 14' 3286 1778 9' 3800 161, 3756 2032 ipp 4225 ' � 5). HOLDDOWN, NOLDDOWN SHALL BE PROVIDED AS SPECIFI i.D IN THE SHEARWALL REQUIREMENTS OF TABLES 2' 620 254 3.5A--B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 4' 1239 504 PLATE FROM THE SBC 1995 HIGH WIND EDITION WEUD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD 61 1859 762 WINDOW SILL HEADER TRAPPING PATH FROM THE HOLDDOWN TO THE FOUNDA LION SHALL BE MAINTAINED. WHERE A HOLDDOWN 8' 247 iD16 CONNECTIONS SILL CONNECTORS RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE E 291loll 3098 1016 HEAR U3'LIF 00, SIZED FOR THE REQUIRED 14OLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE 1211 3718 1524 SPAN tbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. ' l 4958 2032 2014 433t3 1778 254 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS 16 4 504 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS:. 2' 770 254 6' 762 4' 1540 504 7). WINDOW SILL PLATES, 2310 762 8' 1016 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 8' 3081 1016 10' 1270 2x4 WALL SILL PLATE (FLAT)i i-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. Lj 1524 10' 3851 1270 IV WALL SILL PLATE (FLAT)i 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9. v 12' 4621 1524 14' 1778 14" 5391 1778 7). CATHEDRAL CEILINGS, 16 6161 2032 16' 2032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED i AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH N.T.S. RAFTER TO RIDGE ALONG THE OPEN CEILINa PART OF THE BUILDING. COKNECTIONS TO THE RIDGE MIN. NAIL SPACING FOR SHEATHII w/ R137 RAFTERS 0 16' OC ---'-' �' T INTERMEDIATE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. NAIL SPACING AT NAIL SPACING A MIN, NAIL SPACING FOR WALL SHEATHING ATTACHMENTS PANEL EDGES SUPPORTS IN THE PANEL FIELD 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS '4' PERIMETER 6• O.C. 6' O.C. PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED. EDGE ZONE a � 12' O.C. 4' EDGE ZONE 6' O.C. 12' D.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS INTES.I13 R ZONE 6 D.C. UNLESS OTHERWISE NOTED. GABLE END WALL INTERIOR ZONE 6. O.C. 12' D.C. RAKE RAKE TRUSS 4. O.C. 4' O.C. A4RC��f, � , USE THE FOLLOWING USP BRAND OR APPROVED EQIjAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS � � �.ry per, TO 'MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, CONNECTIONS SHALL BE INSTALLED ACCORDING �- .fir 1P� CATALOGUE MINIMUM ,1 ,... CATALOGUE DESCRIPTI®!�� LOAD CAPACITY MINIIMUI NUMBER DESCRIPTION LOAD CAPACITY FASTNERS NUMBER FASTENERSgoo NUMB .{F.. BOLT TO VERTICAL MEMBER+ (2) 3/4x3-1/2 OL s RTIO RAFTER-TO-WALL STUD rY-DOWN ANCHGR Ss5 tbs. RAFTER STUDS C6) 8d C C . C O S O LA R E S I D E N C DATE: 9-24-10 ADSS HOLDDS�WI�1 AID# 4000 lbs. BOLT TO SILLS (i) 3/�9x5-i/4 At�CHDR BOLTS RAFTERS STUDS C9) lOxi 1!� NAILS EACH BOLT TO VERTICAL WEMBERt (2) 7/8x3--1/2 BOL S RT20 RAFTER-TO]-WALL STUD rY-DOWN ANCHOR 1105 lbs. PLATEi (4) 10d CO ILS 2880 M I N N E H A H A B LV D . TDX6 HOL_DI)OWN AI HM, 5100 tbs. BpLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE iY-DOWN ANCHOR 585 lbs. RAFTER AND PLATEi (5) 8d L& EACH . � c 8xi- 2 s ADDITION AND ALTERATIONS KHSTz STRAP TIE 4220 tbs. (6) 5/8 DIA. POI-TS RAFTER 8) KHST3 STRAP TIE 6180 tbs. (6) 3/4 DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 tbs. PLATES 8> 8d CDM. N ILS S Q U T H O L D N Y A- LSTAIS FLAT STRAP 1055 lbs. (14) 10d COKXDN NAILS SPT44 & 6 STUD PLATE TIE 1470 lbs. PLATE AND STUDS (6) 16d IN « EACH CHORNO ASSOCIATES LSTA3►G FLAT STRAP 1670 lbs. (22) 10d CO�"� TIN NAILS SPTH4 & 6 STUD PLATE TIE 1470 tbs, PLATE AND STUD' (12) 1 1-1 '2 NAILS- architects. SOUTHOLD, NEW YORK