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HomeMy WebLinkAbout38638-Z }}r.r' EFO[,t�; :� Town of Southold Annex 7/31/2014 0 P.O. Box 1179 54375 Main Road '�,� • � .;' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37056 Date: 7/31/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6635 New Suffolk Rd, New Suffolk, SCTM#: 473889 Sec/Block/Lot: 117.-5-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/9/2014 pursuant to which Building Permit No. 38638 dated 1/24/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, to an existing one family dwelling as applied for per ZBA#6670 dated 9/19/13. The certificate is issued to Withers,Michael&Withers,Celia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38638 7/28/14 PLUMBERS CERTIFICATION DATED 7/11/14 M -tuck Plumbing& Heating Aut r' ed S' natur TOWN OF SOUTHOLD � FF�t,���� BUILDING DEPARTMENT y 'h TOWN CLERK'S OFFICE � 'a • '� ' 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#: 38638 Date: 1/24/2014 Permission is hereby granted to: Withers, Michael & Withers, Celia 6635 New Suffolk Rd PO BOX 654 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for per ZBA, Trustees and DEC NJ Letter. At premises located at: 6635 New Suffolk Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-5-24 Pursuant to application dated 1/9/2014 and approved by the Building Inspector. To expire on 7/26/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $398.00 CO -ADDITION TO DWELLING $50.00 - _ Total: $448.00 uildinglnspector 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. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, 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$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building:�� (check one) Location of Property: House No. Street f Hafnlet Owner or Owners of Property: M 4-- Gam. W�� Suffolk County Tax Map No 1000, Section u'� Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_� (check one) Fee Submitted: $ pplicant Signature SO(/T�OI , 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cn -,INC Fax (631)765-9502 P.O.Box 1179 G �0 roger.richert�town.Southold.ny.us Southold,NY 11971-0959 CQUNTi,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Withers Address: 6635 New Suffolk Rd City: New Suffolk St: NY Zip: 11956 Building Permit#: 38638 Section: 1 1] Block: 5 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East Inc License No: 4253-e 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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water 1-20E GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 1-10 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan, 1-combination smoke/co detector Notes: Inspector Signature: i Date: July 28 2014 81-Cert Electrical Compliance Form.xls • c � c HB11. 53095 Main Rood Q P O Box 1 179 Fax (63 1) 76; � � ) �• • Ne- Yoik 11971.0959 Telephone (63 i�0� �`�O BUILDINO'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dale: 1 Building Permit No. 0++•ner: �ir_�Cl�c?�. e�. �'�IIQ (�2-±he�S � •• (Plcasc.print) . Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 11ic lead. (Plumbers Signa(ure) Swom to before me this j.1Y 0 i A��-, 20±- CHELSEA L. CHALONE Notary Public,State of New York Registration #01 CH6287106 Qualified In Suffolk County Commission Expires August 5,2017 olary Public; 30 ' O L\L--_County • Y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , y ' J DATE ' INSPECTOR SOF SOUT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE a y INSPECTOR J 36 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FACJNDAT_IQN2ND [ ] INSULATION [.f"f FRAMI /STRAPPING FINAL [ ] FIREPLACt & dHIIMNIEr [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ^� � aF so�TyO� ooUNf1, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ) ELECTRICAL (FINAL) REMARKS: DATE .S INSPECTOR r3f so c6\1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] ROUGH PLUMBING ] FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: d--==4 DATE - �/ / I) / 4 - INSPECTOl i pf SOUTyo o�yeou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ =SULATION H PLUMBING [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTA PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR Ir i 38 36 OF SOUlyolo co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] i LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE f INSPECTOR pF SOUlyolo coulm, TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ate, - DATE INSPECTOR ` APR 1 1 2014 S A M U E L S & S T E E L M A N April 7, 2014 Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: Withers Addition 6635 New Suffolk Road New Suffolk, NY 11956 SCTM# 1000-117-5-24 Building Permit # 38638 Dear Building Inspector, This letter is to certify that the poured concrete footings including all rebars were constructed in accordance with our drawings and details as approved for the Building Permit. Sincerely, Samuels and Steelman Architects Nancy Steelman, R.A. r it 1R( I IIT[( IS 252;',MAIN RO;V) CUI( IIO(111, NMYOR1< II'1{5 (0iII?W-61nS IA\it,l l ill FIELD INSPE QN REPORT DATE COMMENTS >0 b FOUNDATION(IST) FOUNDATION(2ND) 2- J- . ROUGH FRAMING& ' y PLUMBING 4 INSULATION PER N.Y. STATE ENERGY CODE - i FINAL 7p ADDITIONAL COMMENTS Ll , Ll 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �J3g Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: 631 7f?*-(o406 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT JAN - 9 2014 � Date—,hn , 2014 INSTRUCTIONS - a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign e of applicant or name,if a corporation) i (Mailing address of applicant) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 1 Name of owner of premises J -u - -A 11 u I �Y'�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6 KLUJ Nd;) e;LA6Ik House Number Street Hamlet County Tax Map No. 1000 Section h7 Block- 0-6 Lot 2--f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy --art n b. Intended use and occupancy f.;1012--o 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 ZSo,DJC 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 4�11 Rear Depth Height -21' -g" Number of Stories J12- Dimensions %ZDimensions of same structure with alterations or additions: Front / ' Rear 17,1 L6 ,, Depth �� '_y'' Height 21 - " Number of Stories (,% 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories — 9. Size of lot: Front ---- Rear Depth — 6a= 6it=plan 10. Date of Purchase �50 4 Name of Former Owner 11. Zone or use district in which premises are situated M 1 12. Does proposed construction violate any zoning law, ordinance or regulation?YES A NO ; 7_ 13. Will lot be re-graded? YES NOy,k Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Nike- J-6 1 a oil", ddress PPhone No. Name of Architectmu-kmgnAddress I" �� Phone No 7���} -(1-4 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERM TS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF .� I V9nC,U � ��n-la n being duly sworn,deposes and says that(s)he is the applicant Game of ndividual signing contract)above named, (S)He is the 2:1jhC'- _t' (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this day of Jam. 20 , at, vJP Notary Public PATRICW ture of Applicant NOIApI(pUBUC. ATE 6 NEW N0. - IM42467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30-201 JJ 4jt tfanti€a ;ct 9 — m ts. a l �:�'li arf� 'lF;Ott sri a" i til► .lr} . s srsb lr , rrsif! r t ovb IS I � �'d► I �? �T aS>idj ;,s #rivf.,;l wi b-wnr ;i , bflG .. +"tf,£� )ltfll tS 's /:Elltfi 6AW ftwoo ilr3 t,iiu '�Kffh PaP ts��? TowN or S (T t fx?to nw- f 1T Arlt if) SCTM# 117-5-24 bwwft`l 5M7 tat �!r#tru,rq ic, ixt)-xi a-crit biiay �i tisrl'tsq ik!fb li'd i 101 ��`31��e� t .atf�ila tt r," _aflP�t:1trl!`.it�� i�3t�'.(py: }��� ,r ',IV�Q'Jr1t Alf(�7Wf°�wh °1{1 fcItrfft<;)t1'1 }��'Sil�t?'i4 >Iflil MAN finou { r1k3;0;;} f J r4l W4 t rpm i Y t y to a ndition as stated in the Resolution the So tho d Town 13oard of Trust es tla rron-39 wit t of Teeel rrr 9cf rW ° tf,,rl! , =3 Jas is h A r!3r '{ trr r itis fil >a r 3 .lrsar « l:S 1f) rlr,z,Ff•�rElfl alft dtiw TAmPgrno-4—flt it Wetland Permit to c � � di existing dwe ' • ' � . . *ttl thet� plaorar y - , stamped approved on Novem er ,42 . *Algin m aaatl tit wi(lurl Arlt 0 14il sril tltiw tnwl lull l IN WJTNESS WHE OF, he s 'd of affixed, and thesef pre by jj a said Board as of this date. � nfrrlar. r-r, F. v ' jj !) [}!t}f.}[?,tl }',€C3T 410 r3 <) F"rd3SQtlgo $�dl (if 1351<C3n }Jti tri tt,>ifd}.�c �Ca 01q -*tow i-iftj 1 A :f $lG lx) ' (J' $ O yy,C � ��X33cerA?�xdG ki�. t •. . t JwjwoJ: 6fts zh 'rxb(t HU a44W lM 561 Ico 0 5m2 nijodio of vrtt1i $ rt+:l s{ rlf) < # ,f r rTt,e ftm ri ir§ larrlrY. ?4& isi,r r ;r 1. a h rr � ti LVµ N ny r c ya„ The Permitt c i rs n b6 oad New Suffolk, New York as part of the consis#r ion prdhe s f� it q Permdoes understand and prescribe to the following: 1. fusteos and the Town of Southold are released any an I ali damages,or claims for damages,of suits arising directly or indirectly as a result of any , operation performed pursuant to V. a expense,defend any and all such suits initiated by third parties,and the said Permittee assu the l ' ! ttt6 Boo - l t I ._ _ Trustees of the Town of Southold. _ W, 2. That this Permit is valid for a period of 24 months,which is considered fo` ff e estimated # time required to complete the work involved,but should circumstances warrant,request for E an extension may be madeJI re ► ` 3. Tat 't showd be,retained indefinRel oras Ion as the said Permittee wishes to Ea6fiefiiird that w 7Qma Y. otb�tne` i lot*; , . �'me >t 4. That the work involved will be subject to the insdpection anc� pp , o Q �� r =t . � . �. { ?_ agents,and non-fcompliance with the provisionsofthe originating application'may be cause }, 9t 9 .�:. ere ilI e o r►reason 1e in r eien a i at�ioi a re l k o a dze` '.Aab leg fi. .. , i1. V3 "rl :�' ��1�a����sl��q �€.1�� ')Ti" aler j F 6 That there shall be no interference with the right of the public to pass and repass along the 1. 7. That If future operations,of the Town of Southold require the removal and/or alterations in r e to, of��work herein guthorized,or if, in the opinion of th and of Trustees, v tau bio obstruction to fret, ittee w e nill,be c ,.ooue or alter this work proj out expert the awn of Sout ld. S., MoArdwill-bet4ified by the Permittee of the ahp `3 gg i 9. That the Permittee will obtain all other permits and consents th" uired supplemental to this permit,which may be subject to revoke upon failure to obtain same. ''4 , �° s 07/22/2014 13:01 631 7E)5E)E,41 sou"rHO.-D TRJTEES P Fi. 'D 1. @1,. JQbx1 R BrOdenie"r,117,President S Town Hall.Unes, Michael J.Dom!7%0,Vier-Presdent U.'N5 Main Road P 0, Box 11.79 jam"R King,Truatee SDufhold,New York.11971-0959 Dave Bwpn,Tnltee Charles J.Sanders,Trixotee Telephone(6311 Fax(6,31) 765-6541 BO.AJR-D OF TOWN TRUSTEV9 ,rQWN OF SOUTI-101-1) CERTIVICA'a OF COMPLIANCE 4 ELI 1 C Date, July 222014 THIS CERTIFIES that the construction ofgR_g22rpx!rnatq addLiti-Qu ju& exist installation M'diyu,01s to addition. and an u:nde At 6635 New Suffolk Road, N--yy Lh N7 York 1p --ad q _L�� Suffolk County Tax Mlip 4.117-1�-'14 Conforms to theapplication for a Trustees Permit heretAfol-c filed in this office Dated 5,q)tembcr'2!(), 2011 pursuant to which Trwqtees Wetland Pervit 98340 dated 1_ _ ---- Novem11g_L ,.j!Qlj, was issued and conforms to all of the requirements afid conditions of the applicable provisions of law. The project for which this certificate is being issued is for the c.onstractiq!j of axov-LtpLate-15,41,xDY addj ior,to the existing dwelling: ins all,fiaq d 4p oq i jQ-44Q— _gn_ _�dgygLu_ Jxas alne- Me certificate is issued to 1141CHAE1, &- CELIA W1111ERS owner,,, of the aforesaid pr6perty. Amthorized Signature IrAr- 6,1,11115 r � New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 AM Facsimile (516) 444-0360 John P. Cahill Commissioner LETTER OF NONJURISDICTION--TIDAL WETLANDS July 10, 1997 Mr. Michael Withers RE: 1-4738-01461/00004 20 East Ninth Street Withers Property Apt. 12M 6635 New Suffolk Road New York, NY 10003 New Suffolk SCTM #1000-117-05-24 Dear Mr. Withers: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the project as shown on the plan prepared by Samuels & Steelman dated March 31, 1997 located landward of the functional bulkhead greater than 100 ft. in length is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Permit Administrator MMR cc: Samuels & Steelman BMHP File BOARD MEMBERS �F SOUl Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y0l 53095 Main Road•P.O.Box 1179 Eric Dantes O Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) i Ken SchneiderlyCOU Southold,NY 11971 i http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631).765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERn'IINATION I MEETING OF SEPTEMBER 19,2013 ZBA FILE: 6670 NAME OF APPLICANT:Michael and Celia Withers SCTM 1000-117-5-24 PROPERTY LOCATION: 6635 New Suffolk Road, (adj.to School House Creek)New Suffolk,NY 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. t SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 11, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. i LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 26, 2013. 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. i property property i PROPERTY FACTS/DESCRIPTION: The roe is a waterfront roe in a Marine II district. It is an irregular shape. The property has 256.67 feet of bulkhead frontage on School House Creek. The property has 75 feet of frontage on New Suffolk Road and is bordered by another piece of property which is 75 feet wide and then continues for an additional 30 feet on New Suffolk Road. On the north side the property goes 125 feet east and then goes 125 feet north. Next the property goes 215.63 feet east. The property then goes 120 feet south and then 85.09 feet west until it hits the bulkhead. The south side of the property runs 234.56 feet from the road until it hits School House Creek. In the middle of the property is a developed lot which has 75 feet of.frontage on New Suffolk Road and 155 feet on the south and north sides of the lot and 75 feet on the east side of the lot. On the property there is a 2 story frame house, an accessory frame garage and.an accessory frame shed. There are also five floating wood docks and one long wood dock on School House Creek. The existing structure is 20.2 feet away from the bulkhead at its closest point. All is shown on a survey by Nathan Corwin Taft Licensed Land Surveyor dated March 14, 2013. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116(B) based on an application for building permit and the Building inspector's June 13, 2013 Notice of Disapproval concerning a permit to construct additions and alterations to an existing single family dwelling at 1)proposed construction at less than the code required bulkhead setback of 75 feet. v f Page 2 of3—September 19,2013 ZBA#6670—Withers SC rM#1000-117-5-24 RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to the existing dwelling with a proposed setback of 35 feet from the bulkhead, where the code requires a setback of not less than 75 feet from a bulkhead. ADDITIONAL INFORMATION: The existing accessory shed on the property has a certificate of occupancy to be in its existing location. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 5,2013 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and 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 because the proposed addition is characteristic of other residential properties in the neighborhood in both scale and design. It will not be seen from the street. This property is a unique lot in that it is a Marine II property with accompanying boat docks. Many of the houses in this neighborhood are older and are within 75 feet from a bulkhead. The proposed addition will not be less conforming to the code than the existing structure already is. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The entire structure is located within 75 feet of the bulkhead and would need a variance for any proposed addition. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 53%relief from the code. However, the proposed addition is a one-story addition located behind the house at the furthest distance from the bulkhead as possible. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential i. community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the proposed construction must retain all water on site via new drywells and must comply with all best management practices for storm water runoff during construction. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Goehringer, and duly carried,to _ GRANT, the variance as applied for, and shown on the Architectural plans by Samuels & Steelman Architects dated June 4, 2013 labeled pages SP, and pages 1-3. Page 3 of 3—September 19,2013 ZBA#6670—Withers SCTM#1000-117-5-24 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. I i Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future j use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. I i Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes. Absent was: Member Horning. This Resolution was duly adopted(4-0). I r i I Leslie Kanes Weisman, Chairperson Approved for filing g I& 12013 i i i uf S, lyo - . � to Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road F.O.Box 1179 y roQer.riche r�W(r1.SOUth0Id nV us Southold,NY 11971-0959 i1'/•y '� "'WIIt�s BUILDING DEPARTMENT TO%W OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (' �T mow s Date: Company Name: _ P Y o D r tZ.rr E��ec � cZc Name: t•c o cO sV_- i License No.: y.�5 3 - F Address: D. -� 11 q Phone No.: Si _ p3 . 745' 1 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (o�PS Ty ew S c,, o 11 v, *Cross Street: - "Phone No.: -f Permit No.: I0 3R(v 387 Tax-Map District: 1000 Section: Block: Lot: 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) Please Circle All That Apply) 'Is job ready for inspection: YES NO. Rough to Final Do-you need a Temp Certificate: YES NO "emp 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 idditionai Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form —I 01;'0912014 09:49 6317656641 SOUTHOLD TRUSTEES PAGE 01104 ' r 0 SCOTT A. RUSSELLQggfFp�,��� JAMES A.RXC)EiTER. R.A. SU�.ERVXSOR �`� ' i MICHAEL X COLLINS, F.E. TOWN HAIL.- .51095 MAIN ROAD , TEL (b31)•745_ISdO TOWN OF S011THO[A NEW YORK 11971 1 FeX. (631p1i5—9013 � � +��� t111n igu �,r.�,x,,,t��.)»,�.tifu:1.:�14,1i,ti1•Iw OFFICE OF THE ENGINEER rEE TOWN t�F StyUTHpt_D �EC 16 2013 STORMINATEIa MANAGEMENTCONTROL PIAN REVIEW COVERSMO be completed by the applrcant) �"`u+i TO: Engineering department PL-EAS6 ATTACH, FROM; Building Department Ll Copy of the completed Application for DATE: Building Permit APPLICANT: � Stormwater Management Control Plan ;K comPleteStoMm water Management S.C.T,M#: —� _ Ccntral Plan Review Checklist PROPERTY ADDRESS: BRIEF PROJECT DESCRIPTION, t _ M j, lu 0 IL 1� rw uNeZ50 L MIT Ca W Ate..-. �1►�C". FOR EN T USE ONLY»"`* Reviewed By: Date: (o 3 �App r e Additional Information Required: RFMSED 9/17/2013 LD LD Lu t•7 CD " 4 DATE: 12 Stormwater Management Control APPLICANT: CD lf: L° Plan Review Checklist bXn 417- ,- PHYSICAL ADf)RESS:4&-,:)j- La Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information w 1.Plan drawn to scale of not less than 60 feet to the inch showing: CD a.location and description of property boundaries m CD b.total site acreage YA c.existing and natural and man-made features on and within 500 feet of%e site beimdary as LiVired in§236-17(C)(2)- d, 236-17( 2 _d,test hale data indicating soil characteastics and the depth to water X e.proposed limits of clearing and the total area of proposed Fund distu Bance f existing and proposed contours of the site(minimum 2'interval g.location of all existing and proposed structures,roads,driveways, sidewalks,drainage improvcmmts and utilities IL spot grade and finished floor elevations for existing and proposed CO stmctures i.location of the swimming pool discharge ring0 j.location of proposed sod stork}aile am(s) 1r- location of the proposed cornstmction entrmcelstaging areas 1.location of the proposed concrete washout area A ion M nL location of all proposed erosion and sediment control measures LO 2_Plan includes calculations showing that the stormwater improveruents are sized to capture,store and infiltrate on-site the runoff from all J ervious surfaces geneWed by a two-inch rainfall 3.Detail drawings(regj&pd for plea approval)provided for: a.erasion and sediment controls b.construction entrance C. inlet structures(e g.catch.basins,&mcb drains,etc:l d.leaching structures(c-g.infiltration basins,swwales,etc.) M REVISED 911712013 CD CD 0110912014 09:49 6317656641 SOUTHOLD TRUSTEES PAGE 03104 N� 1 Ip{IRtd1lYdlkplAb �OMxcp roR A iC IRIIOPALL Iblm(Art[1NA 4 rC 1M POR 114 ItYHTm IMAaOT}'llot•)l UMM AT TW x.T.A tM�tNN d119JG71AlG ll r td 7"m ~ SSM T +„ 125.00' 0 . r d � � "„•amt 82- 2459 W a MLC x5.00'to � 17tl5T�Ny�asy;S.,', � r•.+�! / r �5r1 hl i�f� k r f\ HOLE 1+.t *" aANAO n RW AME N i'��r ID NYflt Q da ' �•� �• :••A� MEfb AEEk .,''�14 •Rye•: r /IAYo ONO Y �•1 7SIIM4' � •y '"� e� �~ R NMN �. pNM uAf MSIm t p CWM LM p rk h /p/� 23A..50' NBhr surF J�P�Rb altTlBS GLC .F Amw nlrwr.�.__ -. SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1 179 G • Southold,NY 11971-0959 ��l'YCpUNTY,� � July 22, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Samuels & Steelman 25235 Main Rd Cutchogue, NY 11935 Re: Withers, 6635 New Suffolk Rd, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ��� ��� '1 C « 't A fee of$50.00. Final Health Department Approval. ��Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38638 — Addition/Alterations CREScheck Software Version 4.5.0 NJ/ Compliance Certificate Project Withers Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Orientation: Unspecified Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6635 New Suffollk Road Mike and Celia Withers Nancy Steelman New Suffolk, NY 11956 P.O. box 654 Samuels and Steelman Architects New Suffolk, NY 11956 25235 Main Road Chutchogue, NY 11935 631 734-6405 nancy@samuelsandsteelman.com Compliance: 27.0%Better Than Code Maximum UA: 152 Your UA: 111 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Glazing Door UA Perimeter LI-Factor Floor 1: All-Wood Joist/fruss:Over Outside Air 474 19.0 7.0 0.035 17 North Walll: Wood Frame, 16" o.c. 290 19.0 7.0 0.041 10 Orientation: Unspecified Window 1: Wood Frame:Single Pane 30 0.300 9 Orientation: Unspecified Window 2: Wood Frame:Single Pane 8 0.300 2 Orientation: Unspecified Door 1: Glass 18 0.300 5 Orientation: Unspecified South Wall: Wood Frame, 16" o.c. 135 19.0 7.0 0.041 4 Orientation: Unspecified Window 3: Wood Frame:Single Pane 49 0.300 15 Orientation: Unspecified East Wall: Wood Frame, 16" D.C. 257 19.0 7.0 0.041 8 Orientation: Unspecified Window 4: Wood Frame:Single Pane 36 0.300 11 Orientation: Unspecified Window 5: Wood Frame:Single Pane 3 0.300 1 Orientation: Unspecified Door 2: Glass 20 0.300 6 Orientation: Unspecified West Wall: Wood Frame, 16" o.c. 141 19.0 7.0 0.041 5 Orientation: Unspecified Project Title: Withers Residence Report date: 12/24/13 Data filename: S:\Office files\Common autocad files\ACTIVE PROJECTS\Withers\Energy Calculations.rck Page 1 of 2 t, f Gross Area Cavity Cont. Glazing Assembly .or R-Value R-Value or Door UA Perimeter U-Factor Window 6: Wood Frame:Single Pane 8 0.300 2 Orientation: Unspecified Window 7: Wood Frame:Single Pane 8 0.300 2 Orientation: Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 65 19.0 7.0 0.037 2 Ceiling 2: Cathedral Ceiling 274 30.0 7.0 0.027 7 Ceiling 3: Flat Ceiling or Scissor Truss 68 19.0 7.0 0.037 3 Ceiling 4: Flat Ceiling or Scissor Truss 59 19.0 7.0 0.037 2 Mechanical Equipment Description . Efficiency - Forced Hot Air Gas 78 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Cons tion ConMuction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in th EScheck;1hs ection Checklist. � , '1✓" � � Name-Title Signature Date 6° Project Title: Withers Residence Report date: 12/24/13 Data filename: S:\Office files\Common autocad files\ACTIVE PROJECTS\Withers\Energy Calculations.rck Page 2 of 2 DO NOT PROCEED WITH FR !,ti,;^;r�,;r UNTIL SURVEY OF ��'_`^:::.^•;ION LOCATION HSSbL:c;�1 hl'"PROVED. OLD Ts • S TE DATA ARS. RO D AS NOTED DATE; 11Z 1 B.P.# 38�J�?- 00 SCTM # 1000-117-05-24 FE 9 S - BY: PL hIIBER CERTIFICAT ON NOTI Y BUILDING DEPARTMENT AT ON LEAD CONT..ENT BEFORE PROPERTY: 6635 NEW SUFFOLK ROAD 765-1802 8 AM TO 4 PM FOR THE ADDRESS NEW SUFFOLK, NY 11956 CE IFI.CATEOFQCCt�F�AIVC�Y FOLLOWING. FODAINSPECTIONS; OWNER: MIKE AND CELIA WITHERS 1. FOUNDATION - TWO REQUIRED OLDER USED IN WATjFR N/O/F P.0 . BOX C FOR POURED CONCRETE SUPoPtYS>�ST MCANNO:t PAUL MAFFEI N/o/F NEW SUFFOLK, NY 11956 2. ROUGH FRAPviING & PLUP�IBINGpLE4b. & THEODORE jfAFFEI JOHN TOUHEY SITE: 59, 79. SQ. FT. = 1.363 ACRES 3. INSULATION S 87°55'00" E & PATRICL4 LOWRY Lu �e 4. FINAL - CONSTRUCTION f��IUST FourlD BE COMPLETE FOR C.O. CON- Mat. 215.63' ZONING: M-'� O ALL CONSTRUCTION SHALL MEET THE PLUMBING FLOOD ZONE: X 0 REQUIREMENTS OF THE C E w 1FE3N's 11.31E spur RAY FENCE V ODES OF NEW ALL PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR &NATER LINES NEED 0 �'� a�e^s SURVEYOR: NATHAN TAFT CORWIN III Z DESIGN OR COPVSTRUCT!ON ERRORS, TESTI�JG BEFORE COVERING � 15`$6 MAIN ROAD Z W N LA jAMESPORT, NY 11947 Q Z RETAIN STORM WATER RUNOFF O LICENSE # 50467 Lu PURSUANT TO CHAPTER 236 0: DATED; MARCH 14, 2013 CI�Pdr�L_'�` �"ITFi ALL CODES OF OF THE TOWN CODE NEW YORK STATE & TOWN CODES Q rN AS REQUIRED AND CONDITIONS OF x7-Z 0 D SOUTHOLD TOWN ZEA � / SOUTHOLD TOWN PLANNING BOARD to o NEW 5'x4'-6" PERMANENT STORM WATER RUNOFF 4" THK GONG SLAB CONTROL MEASURE: FOR NEW GENERTOR NEW UNDERGROUND DRYWELLS LOCATION MSOUTHOLD TOWN TRUSTEES -- LX- S (SIZED FOR A�2" RAINFALL (DW) (8raw W N.Y.S.DEC N/0/F x FT DIA x 4 FTHT) FOR RAINWATER toZ ti �� --�� G ROM 6U1�-fER5 AT THE = MILENKO L. BARISIC oFRKW Vms F- �• ANNA BARISIC ��O O x� I.8 x� O^ m r o -NEW UNDE ROUND REMOVE EXIST. -. OCCUPANCY OR Z, twi °y Z O __ PROPANE TANK 1 DECK t STEPS r.. }'� ��,a rEXISTING SANITARY~ 21W O USE IS UN X� �� co T� x x x GEORGE RD c / � '�o F- WITHOUT CER11FICAT Pr t w / 9 x� ° ite Q OF OCCUPANCY` y- \ .s I Q o 3 r,' o r 9 0 uj • •'' ' •' ^ EXIST. ���r, .ZI 2t.o n ' -f--� � � � O 3CJ ` UNDERGROUND / ���� � RD• O a o PROPANE TA I r i I I Deac / I r Z L_J _, 7 VE EXIT. X2-1 '- CHARD S .. N W LL S 87°55'00" E 2STORYFReu o SRO$ RD. • d` •.: ! 1& Ems N 1: 1 O . � Z 125.00 xId Ea` t42' N >Q� F o i� = KO • •• g FOUND rn STEPS o = / • CONC. MON. ro u I ` d. .• JR a '� -C c OyE ELECTRIC T r �0• dA _ -i W • .+ :: • :• • RHEAD_1WRES METER 1 P Yom, �JIL'T •E r y CD C • : ` L • t t.eS. O 7- 'A -1 • • . ... UTILITY POLE ' op w •, BEI cuN BLOCK CURB LIL#57A •• F 85.09 • •• 4 . .. DOG( 5 ST ;•" „ d • . . :, ' ' ' '. %d. ' .. . ' " ' :: . °'.. : . , N 8 ,2 oz's » w NEW SUFFOLK AVE. BLUES,'ONE Z 4 59 • O _�wu CE BELGIAN BLOCK CU y' i �' DRNEWAY .- d' • •` f 6 DF+ tjj o.7'N. o.B•E. '•• .y . • . ...•d:'• ' .:.•. •95, EN ,: JACKS NST. • 4 f� o• • 3� FOUND POST & CHAIN FENCE - •+ • • : •'q .• : '•. S 52'23. w (�` B• •, o E a, _ f82S ss FgUDE O '• m - - '-•■ d M' ASPHALT ~' "' FOUND W W •' 28.4' S DRNEWA w n •' '3 4d�• • O N $ ,, „ FRAME GARAGE we d • n s / X7.7 lJ(� W a i F d : ' d •: Z o 1"1-5.00` O a �STIN6•DRYI� /�/ ROOF O REN,"1V , / ` WOOD STEPS . d V . EkIST. . 1 L -�/ d S 22'41 C .w ., • ^ *' °� CONI. �e-x-4� �y wppD ta�0. « . .• • N Sw STEPS Z 22.5. a ' } a•. . o 'ux M S 38'•1533-W T n N Q• " I V1 / TEST wALK *� �, �. TEST BOLE1!4 �. o 01 Hoo N/0 F HOLE ('I BY MAR } • .•'. �• •,• �• � CORINNE HARRINGTON SEE N FRA � K McDONALD GEOSCIENCE J ' •q .. Q & JAMES DDUBLEDAY w RAGE N E FLS ATM WOOD DocK NO SCALE SOUTHOLD, NEW YORK 11971 W O •' •• w POLE _ •': o o3•E TEST HOLE DATA 11/29/13 ELEV +6.5' Lu o Q N C7 Lr� , 2FT. MIXED SAND LOAM SHELL DEBRIS W. N x 1 `v a • • ^ 12.8 22.5'. 1303' CONC. •r' • O U S 2rS IV W O d. H 6.5 FT. ALE BROWN FINE SAND SP Q F-• c�i • • Q • •' i.'• ,. •4r• WOOD RNID DOCK 1 : . - • FT. WATER PALE BROWN FIN AND U) N S 87°55'00" E 1 15.00 Z •. 4. .9 :,. . :. .. �. r� I 1 s POST k CHAIN FENCE • "• d s ,d'25'4Y E 11 F WATER IN BROWN CLAYEY SAND SC ' • d •y i.• • ' . 8203• • w CE ' •FOUND 0 PIPE T. • • R O a s.' : 17 FT. WATER IN PALE BROWN FINE SAND SP • o •' a ' WOOD RAW FLaTuto wooD Doac COMMENTS: WATER ENCOUNTERED OF NEw Y W a . . : • d.• 4 % .. PLM 6.5' BELOW SURFACE, ELEV +0.0' ST�F �- a • 4 ""'� ""�` DRAINAGE CALCULATIONS FOR AREA • • • a • ' - ALONG wooD Bw0•IEAD ' d : im WOOD DOCK (� OF ROOF DW-A ' . • • •• 017953� Fc�' DRY WELL AREA x RAINFALL x RUNOFF FACTOR ...d ,' ..•�• "'A . • •, .d . d: RAMP (DYI 2765 5F x (2/12 FT.) x 1.0 = 460.8 GU. FT. ••. w ..� • , • ; •a:, . . :••' :: • • . . • :'• • •. ...: : : ..� • .. :;.- � USE: 3 8' DIAMETER ' ROJECT O: 0 • d •. • i • •. , •d • L O AM TER x 4 HIGH POOL • • eLue •: d'= S t3'50'4t- E (3) 8' X4' STORM DRAIN RING = 506.'1 GU. FT. 1303 a. w REQU I RI=D • M : ''. ., ••, •. .•• OR�'AY ••••• '.d : .d :• . . . • eo.+a' PRO\/IDED •. ^ GUY ` • •d.: '.`- 'd ,' • "• _ DRAWN BY: NS WIRE . y' yd 4 .• • RAMP 506.7 GU. FT. > 460.8 GU. FT. 4. o •' .'d • �' •. Zg ~oe+n MREs . ' ,' •.. WAW°°°uc CHECKED BY: NS A- 4 \ Tu1c WOW 00p` DATE: DEC. 20, 2013 FENCE CHAIN LJNK FENCE FT]ICE ' 0.2'S. O.TE. 0.6'N. CHAIN LINK FENCE SCALE: N 87°55'00" W FRAME HOUSE �' 1" = 20'-O" N� o 'r 234.56' SHEET TITLE: ROBERTA OCROPSEY NEW SUFFOLK PR PROPERTIES LLC & NEW SUFFOLK MARINA LLC SITE PLAN SHEET NO.: PLAN- SCALE: 1" = 20'-0" BUILDING PERMIT/BID SET GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Existing portions of the building structure to be removed 3. Demolition and removal of portions of the existing building foundation 4. Excavation for a new building foundation (+/- 3 ft below finished grade) 5. Construction of a new foundation 6. Construction of the new Addition 7. Installation of on site drainage structures (permanent storm water runoff control measures) 8. Installation of underground piping from gutters and downspouts to the drainage structures 9. Filling and grading of soil above drainage structures 10. Installation of new landscaping plants, lawns. UJ � 11. Removal of the temporary erosion control measures (silt fence barriers). (� Z 00 SITE DATA O >- Site Area: 59,379. SQ. FT. = 1.363 ACRES Z Soil Classification: See test hole UJ LU Receiving Waters: Great Peconic Bay Q Z Contractor: N/A > Q oW _ POLLUTION CONTROL MEASURES Z = U) TOP OF EXISTING In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment I.I.I �+ PAVEMENT control measures including, but not limited to, the following shall be employed during construction: UJ O CAST IRON FRAME AND A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall COVER TO &RADE remain undisturbed. Z TRAFFIC SLAB (SEE B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are Q U) PLANS FOR LOCATIONS) exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in .W �d Z accordance with the soil conversation service recommendations. ZJ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are 0 UJ 0 completed, or if construciton on an area is suspended, the area shall be seeded immediately. _ V„ a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments �■ ® ® ® ® ® ® ® ® ® 48" HIGH x 8' DIA 1. Lime to ph 6.0 o DRAINAGE BASIN 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) Q W 5 3' min ® ® ® ® ® ® ® ® ® W c. Seed Mixtures Z ® ® ® ® ® ® ® ® i(1 d d 1. Temporary seedlings BACKFILL b. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) ® ® ® ® ® ® ® ® ® MATERIAL TO b. Certified "Aroostook!' winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in ® ® ® ® ® H ® R ® BE CLEAN SAND October/November. ® ® ® ® ® ® ® ® ® AND &TRAVEL 2. Permanent seedlings - See Landscaping plans _ _ _ D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from d- Z cleared slopes. 6,ROUND KATM _ _ _ _ _ E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until PERMANENT STORM WATER construction is complete. RUNOFF CONTROL MEASURE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The ad Z. construction entrance shalll be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be STORM DRAINAGE RING TYPICAL removed or cleaned on a daily basis. y a• w No SCALE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be J 2. o protected from sediment buildup through the use of appropriate inlet protection. o 0 H. Appropriate means shall be used to control dust during construction. w J• le Z LL wIRE FENCE W/ I. Sediment barriers and other erosion control measures shall remain in lace until upland disturbed areas are permanently w' Zr " FILTER CLOTH p p P Y13 stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be w• X BOUND HAYBALE cleaned and flushed as necessary. a , J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections SURFACE E6E must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance N FILTER CLOTH MIN. k .E FLOW measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of b" BELow csRADE sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as METAL WIRE FENCE Vv shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically c�°F NEWyo FILTER CLOTH AND METAL clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. C�-��. S7* A� POSTS 10' MAX SPACING G l Z� �2 The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to OR ; the Engineer/Architect for revision of the SWPPP where appropriate. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE s'FR17 o ; � t t ANGLE STAKE INTO Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete 00 PREvI USFACE NAGE FLOW septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and ROJE NO: tt ., � 2" REBA ,STEEL PICKETS siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor 1303 R ` t t OR 2" X 2" STAKES 1-I/2" paving materials. EDRAWNY: 2" IN GROUND DRIVE Waste materials shall include demolition materials from the existing building structure, unused building materials and products, D BY: UT FLUSH W/ TOP OF BALES trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily - V x BuD HAYBALES (ABUT TO.- stored and dun ster shall be emptied week) b a private carting company. NS ADJOINING BALE TIGHTLY) DATE: HALEBALE TO BE EMBEDDED INTO Dec 20, 2013 SOIL MINIMUM OF 4" AND BINDINGS SCALE: PLACED HORIZONTALLY NTS WRAP SILT FENCE UNDER HAYBALE SHEET TITLE: AND DRIVE STAKE THROUGH. SWPPP TEMPORARY STORM WATER DETAILS& NOTES RUNOFF CONTROL MEASURE 2 EROSION & SEDIMENTCONTROL DETAILS SHEET NO: SP2 BUIILDING PERMIT/BID SET NEW DOWNSPOUT _ - - - - - - - - - - - - - TO DRYWELL NEW--- ----------- �"�• GUTTER VERSEE SHEET #2 FOR LIN. IFY OVERHANG C-LwlNDow cL. [All m DIMENSIONS WITH ADDITIONAL INFO GL• O SEAT Ex15TINs ABOUT NEW ADDITION NEW ' 5 1149 ON #50 K0011,11" RAWE"D ON ON-3300M SkIE--ATWWG"'ZI A I I I NEW uj I o STUDIO I Y (m) o IWETBAR I _ z � SEE SHEET #2 FOR ( W ADDITIONAL INFOZ Z ABOUT ROOF AT LINK EX15T _ _ - - I W EXIST. DOWNSPOUT EXIST. DOWNSPOUT TO DRYWELL TO DRYWELL , GL -- UP I 0 � i Q NEW LINK - - - - - - I ' � UJ ° NEA DOWNSPOUT Z W NEA . 6urrER TO DRYYeLL , Z DOWNSPOVULEADER o I TO DRYWELL I - - I EXIST. DowNSPour EXISTING - - - - - - - J Z O I LI TO VFtYM MASTER MASTER O ~ cl) - - - - - - - BEDROOM ° BATHROOM I � I F- �p VEXIST. ASPHALT I SHINGLE ROOF , I > J � oEXISTING N WLIVIN& 0 I ROOM Z LL W = �- I I � � DC I RIDGEEXISTING EXISTING WALK-IN � W CLOSET MECHANICAL Z ROOM � IN 8/12 ROOF PITCH 6/12 ROOF PITCH X ST It 16 EXISTING I I ENTRY I I adZEX • ,ten J a ox W J. x mW• � � � RIDGE I a W. jQ o I EXISTING Q ~' 0 KITCHEN m co- I o EXISTING DINING I ROOM I OF NEIyY I O co O �Q" O O ZZ oc I o I I c�STFRE A ?�� EXISTING LAUNDR � ROJE NO: Lu 8/12 ROOF PITCH I Roo 1303 I � I RAWN BY: I NS HECKED .NS \—EXIST. ASPHALT SHINGLE ROOF I EXISTING DEC. 20, 2013_______ no BEDROOM 1/4" = 1' - 0"' SHEET TITLE: EXISTIN HALL I A O FLOOR I I PLAN I I ROOF 1- - - - - - - - - - - - - - - - - J PLAN EXIST. DOWNSPOUT EXIST. DOWNSPOUT TO DRYWELL TO DRYWELL SHEET ROOF PLAN OVERALL FIRST FLOOR PLAN SCALE: 114" = V -0" SCALE: 114" = 1' -o" BUILDING PERMIT/BID SET 25'-4" FIELD VERIFY W2" W2" 61-51/21, 15'-5" 2l, 2 2 5'-I" 3'-10 3/4" T-5, 5Y2 3'-10 3/4" Zi 2'-96Y,2" ON-DEMAND C � WATER HEATER D OLu NEW ADDITION IN. � - t PL- 5- 15/4"WINDOW 2" L L -2 5H t_PL n O EXISTING OVERHANG SEE SHEET 01 FOR REMAIN- REMOVE EXIST. ADDITIONAL ROOF TILE SHWR L• 6 O �- NEYV _ CIL.IA BOARD, GUTTER IINFORMATION W/PRGAST - - SATR ____ASPHALT LES 24° BASE ELINE SOFFIT BEYOND VALLEY RUBBER NEROOF BTH � Z ON 5/4" PLYWOOD SHEATHING FL 7 ;fl O n Lu ON 2X RAFTERS (PITCHED) 5 10 Z Z -------- --------------------------- --- ON 2-2X6 GJ AT 12" OG D 4 NEW ART ® uj 011 STUDIO �C O Q- GUTTER GATHERDAL GLG O -rn G R o N WOOD FL. N - n o - - 3-1 5/4 X II "US LV EXISTING OVERHANG #0ST CASED IN IX TRIM V m ----- -------------------- --------- REMAIN- REMOVE EXIST. FA5GIA BOARD, GUTTER �•',;•`^, 'y''° �p Q I BEYOND VALLEY TC LES 24' - ;fl Y tt ® W ONTINUE RUBBER MEMBRANE _ - _ ROOF 24" BEYOND VALLEY �Q ® 150" S0.1 ORs, O o�c Z AN RESHINGLE , V I HATCH 11 5/12 ROOF PITCH 0- 1ST. POST F. V176-ir O n x 11 �A WD HANDRAIL Nn N 2 v� O J, I • EA SIDE -10" 7'-10" EXIST. ASPHALT I E GL. to5-2X6 = O 5HINGLE ROOF--\ O UP 6 SHEL ! P05T 5�j 1 5/4" q 1/2" L L 1A I a I A Y I RIDGE I DI i 1 2 Z J Q -172 41-q' 2'-11" 4' , O Lu 5 O L a i EXISTING FI I I K IX4 MAHOGANY Z mr MASTER I I DECKING ON 2X6 W BATHROOMere P.T. DECK JSTS D E �Ef6'-21�° U) n E 14'-by2" � FIELD VERI d0 EXISTING A B W LIVING Z ROOM 5 5 PARTIAL FIRST FLOOR PLAN PARTIAL ROOF PLAN at LINK- SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" o� z- 5" THICK POURED CONCRETE FOUNDATION WALL REINFORCED W 2 #4 °� �- m 25'-4° REBAR SET 12" DOWN FROM TOP OF W -�• ? , WALL. WALL TO BEAR ON 16" WIDE x 5" x _ " in FIELD VERIFY 5 �: DEEP CONC. FOOTING REINFORCED w/ 5 W• 1 m " 8'-4" 7'-4" �_Q�� #4 REBAR SET 2" ABOVE BOTTOM OF W. N ON-DEMAND REQUIRED PROVIDE AMP PROOFING A5 Y CODE. = WATER HEATER dbWP I ----------------------- .s.—__—~_ r ri'=:;i.�,'' . sy ,.�ir.:l.i:-•.i.i.A'.,'•.t.:hr':SA•+ . + .I•'�•f:.T------------------------ ____ ------ ;•, 1 co co- LIN.GL. --------- rt J —— --------- i i- ----8X76 FDN VENT - ------------------- -----8XI FD- VENT ; I on - , I IW OW L. :•. I v , I FAN/L - 1 NET i i NEW 30" 5Qu12" DSOF NEW y FLOOR OUTLET I I CONC. FTG YV/(5) #4 I I yREBAR EACH ViAY VV O COORDINATE Tc- co %4EXACT LOCATION Ib P.G. PIER -7� POST FROM ABOVE 1 I • I 5I-I 5/4 X q I/2 LWL r IL__._ / I Y I I I I �: I X179531 G L-----J L------1 V I ���ED C' NEW CRAWL SPACE STUDIO ; 2" COVER SLAB `D ; I OJECT O: I RECESS FON WALL 1303 PEI -I , 2 1/2 FOR STAIR I I / J I�T e• `\ 5/D 5 i I HATCH VERIFY FDN WALL ! I ;'' i RA N B : ELECTRIC IL® GLG I I I I OFFSET WITH 5TAIR SUB-PANEL / ---- J ) / I III DIMEN51ON I I NS �' I ---- CHANGE IN FDN I �'•. F'• • 1 WALL HEIGHT BY: GL. GM ALIGN NEW FON r I r, I db Tv WALL YV EXIST. ,,�\ \\ '. ------------------------------------ ------ ;+;. I DEC. 20 2013 1IN1111 S1111111111111111 ,' :r.r4 :Y-i+:i. .+•..'3 ter:.int-'•f4.3•::::r• h• \ \ Ya •t•*• +••1 •s -- ------?•--x.-a------4--i—tr•;'-- ----y.:r•'S't`•'•Yi.•'---- _ —— _ I _ /\\/ THICK GONG. 5 \\ f+ I 114" = 1' - p�� — I, SHEET TITLE: NEW LINK \ — lN 5 \\/ �R \� �~ I - EX I ST I NG � Ex1 sT. wP N // / REQUI \/\ /{ ..ti I �'� I6' 2�" le MASTER OUTLET DECK \\ \ \ \ \ \\ I FIELD VERIFY FLOOR PLAN BATHROOM /\/\x. /\ / I FOUNDATION, EXIST. SWITCH PROVIDE SLEEVES , ROOF AATM EXISTING FORE AND WASTE LINES A B ELECTRIC LIVING EXISTING CRAWL SPACE 5 5 PLANS ROOM SHEET NO: ELECTRIC LAYOUT- FOUNDATION PLAN SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" BUILDING PERMIT/BID SET 2-2X6 HORIZ. YV/ I-2X6 VERTICAL TO MATCH LR EAST WALL 6 IX6 RAKE BOARD YV/IX2 TRIM 5/4X 4 FRIEZE Koor V/12 PITCH LU IX6 FA510A BOARD YV/ ALUM &UTTERS d DOWN5POUT5 >- 5141X6 FRIEZE BD Z R-0 LU 5/4X4 CORNER I [I] Fm Z LLJ 5/4X4 WINDOW TRIM Z -L O TOL J] El DAR WEA HERON 5/5""PLYYV SHEATHING AND BUILDING LLJ PAPER STUCCO 1=1NISH.� NEW 6" THK P.0 FDN WALL-4 Z W Uj YV/ 8"X16" FOOTING Z O NEW ADDITION EXIST RESIDENCE o ~ cl) a ,� WEST ELEVATION W SCALE: 114" = 1' o-0" O Z LL. LU = LL. ca W 2-2X6 HORIZ. YV/ Z I-2X6 VERTICAL TO MATCH LR EAST WALL IX6 RAKE BOARD W/IX2 TRIM /4X 4 FRIEZE A5PHALT SHINGLE ROOF 6/12 PITCH E3. IX6 FA510A BOARD W/ ALUM &UTTER5 4 od Z. DOWNSPOUTS NEW &UTTER 5/4/X6 FRIEZE BDNEA RL03M N 11 E 5/4X4 CORNER J w a o ROOFIN& AT W -J- LINK .LINK LJ A5/4X4 WINDOW TRIM ' LL CEDAR 51-11N&LE5 -6"+/- W• "' TO WEATHER ON 5/6" PLYYV • a N o SHEATHING AND BUILDIN& W X PAPERLLIJ — — :E- 5'13JGGa FiN15i-k ° co) co) E—NEW 6" THK P.0 FDN WALL.-4 YV/ 5"XI6" FOOTIIN& EXIST RE5IDENCE NEW ADDITION OV NEIN yokl �`P y STEF< EAST ELEVATION SCALE: 114" V -0" 01 ROJ E O: 1303 DRAWN BY: KS/NS CHECKED BY: NS DATE: DEC. 20, 2013 SCALE: 114" = 1' - 0" SHEET TITLE: EAST & WEST ELEVATIONS SHEET NO: BUILDING PERMIT/BID SET IX4G SIN& W/ BAG AND �--EXIST. ROOF------> RIDGE VENT GYP BD \ / FRAMELESS 1X4 CASING W/ 6L,5HWR DR BAGKBAND KWIM. uj / OVVERED DR Q �EXI5T. ROOF--� / W/ PANEL BELOY�p O TOP PLATE Z � GYP BD0 \ / Lu Z cn 1X6 BASEBD-7j \ \ 1 1 Lj F=-= C TILE CURB 4 GAP Q o a to 10 BATH RM ELEVATION 2 BATH RM ELEVATION Q TOP OF SUBFL WnZWJGGb.FENI5H= Q E—NEW 5" THK P.0 FON WALL-4 cl) O W, 8"X16" FOOTING --------— 01- cf) MIRROR EXIST RESIDENCE NEW ADDITION � GYP BD IX4 CA51N6 YV > BAGKBAND SOUTH ELEVATION 0 W SCALE:-114" = 1' -0" Z 0 W= LL VANITY 4 GT U) BY OWNER \ W RIDGE VENT F--EXIST. ROOF Z IX6 BASEBD—Li \ r\—EXIST. ROOF rK ON t4`65 MIA-1-TI N BEYOND VANITY BY OWNERRUBBER EXIST. ROOF—� O3 BATH RM ELEVATION ® BATH RM ELEVATIONLINK INKKFl&AT IX6 FA51GA BOARD OM NEW ALUM &UTTER VV ALUM GUTTERS 4 t 7k TO MATCH EXIST. DOWNSPOUTS 10 Z. K _'Z_ — 5/4/X6 FRIEZE BD I>m N a g INDO 5/4X4 CORNER .J c " RSATEX" �, < o IX GASIN& \\ 5/4X4 WINDOW TRIM LV J x CEDAR SHINGLES -6'+/- X4 WINDO NT \ TO WEATHERON 5/6' PLYWD W• SHEAT14IN& AND BUILDIN& W PAPERLLI ig O SHOVER 5 ; NICHE \ I I&N NEM SHINGLE aF-• � m GOUR51N FRAMELESS \ O �. E= STIJ�GO.FINI1.-�- 6 W/ EXIST. 0: N CO) &L SFiYVR DR 8JCI6:VENT: 8X16:VENT / E—NEW So T14K P.G FON WALL—> - / W/8'X16" FOOTING TILE ON 12"GONG. — // NEW ADDITION EXIST RESIDENCE OF NEW) SHOWER ASE51— / \ Gy�.S TicF�p'Pf- � 7k NORTH ELEVATION- 50 SHOWER ELEVATION © SHOWER ELEVATION O SHOWER ELEVATION SCALE: 1/4" = 1' -0" Tc.s 01 D5 ROJE NO: 1303 DRAWN BY: %4/2' GYP BD� NS E—&YP BD SOFFITS CHECKED BY: i NS DATE: DEC. 209 2013 SCALE: go = I1 - 0" SHEET TITLE: ` NORTH & L CABINETRY 4 G.T. SOUTH BY OWNER � ELEVATIONS INTERIOR ELEVATIONS SHEET NO: \ / t=ll SEA \ / ® SHOWER ELEVATION O9 WETBAR ELEVATION 10 WINDOW SEAT/CLOSET ELEVATION BUILDING PERMIT/BID SET RIDGE VENT 2-2X12 R106E ASPHALT 5HI N6LE5 ON 50# ROOFING FELT 2X10 RAFTERS Ib" OG W/ 5/4" PLYWO SHEATHING R-50 BATT INSUL 2X RAFTERS EXIST. ASPHALT I\_EXIST. ROOF SHINGLE ROOF BEYOND NEW ATTIC. 5PAGE TAPERED W/ 5/4° PLYWOOD 5HEAT'& EXIST. 2X10 R.R. i RUBBER MEMBRANE ROOFING 5/4" PLYWOOD NEW ASPHALT SHINGLES SUBFLOOR Lu OVER RUBBER MEMBRANE ASPHAL 2X6 CEILING JOISTS PROVIDE HURRICANE EXIST. 24" UP FROM VALLEY SHINGLE ROOF W/ R/Iq INSUL REQUIRED STRAPPING EXIL05ED (CELL SPRAY PER GODS. O 50"X50" HATCH <--EXIST. COLLAR TIES—� SAM INSULATION TOP OF PLATE '. <--EXIST. COLLAR TIES IX6 FASCIA W/ GYP BD VERIFY Dim Yll ALUM 6UTTER N W S 4 i CPYP 50 SOFFIT 3: ATT ALL WALLS CEILINGS CABINETRY BEAD BOARD SOFFIT W/ TOP OF EXIST. STUD WALL LINEN CONT. VENT i 5/4 F b Z PLATE t GYP BD NEW ASPHALT SHINGLES 5-2X10 HDR CLOSET FRIEZE BOARD O -NEW IX4 GASIN6 W/ WINIX4 I/2" GYP BD (TYPJ BACKBAND 2041 p y \-2-2X6 TAPEREDFT W/3/4" WINDOWVERSTEX TRIM 1X6 FASCIA W/ EXIST CASING PLYWOOD SHEAT& GUTTER - ALIGN REMOVE EXIST. SHI ' i STONE STOOL 2X6 STUDS AT Ib"OG � WITH EX. FASCIA t BUILDING PAPER. EXIST. i RUElBER W/R-14 BATT INSUL. 0 - BEAP YY4000 SHEATHING TO ROOFING BEA D BD SOFFIT X b FRIEZE \`� XIST. DOOR REMAIN CEDAR SHINGLES -6" TO Q CASEMENT WIND° WEATHER ON 15# BUILDING - NEW I/2' GYP BD IST. CoW/IX4 TRIM W/ PAPER ON NEW DOORS W/ �j NEW IX4 CASING W/ WI W BAGKBAND SHEATHING 5/6" PLYWOOD—NEW LYWOOD � ` I X 4 CA51N& x BACKBAND I^JE'l�A� 41 0 � W/ BAGKBAND Lu Lu Lu T' \` EXIST. LIVING EXIROOM INC TILE SHOWER 3/4 PLYWD SUBFL u- ; ROOM IX6 AD BASE t WOOD FIN. FL Z O 5/4 0D FI . FL SHOWER ASE p NEW ADDITION / i WOOD FIN. FL i TOP OF SURF TOP OF SUBFL ' Igg— NEW TILE FL ON a i MUD BASE EXIST. 2X6 STUD'. WALL50" " HATCH IX4 MAH06ANY '.. i EXIST. WD FIN. FL NEW IX6 BASE BD 2' RID61D INSUL BOT OF FJ J EXIST. WD FIN. FL q I/2" TJI FL JSTS 5/6" x 12" ANCHOR O O DECKING AT TREADS : i AT BOT OF HATCH W/IX RISERS . TOP OF AB. : o Ib" OG N)1 R-Iq EXIST. 2X10 FJ AND LL. BATT INSUL:�lBOLTS RSNUTS T 32" �• • ' �-EXIST. 2X10 FJ : �� ' W CRAWL SPACE si4 STUCCO FINISH NE —� _ li EXIST. FINISH GRAD)= FVjAGHI \ \ i ,� " • •' FINISH GRADE y • \ \ \\ EXIST. PG FON WALL 2 COVER SLAB `1'11� � t BELOW SLAB �/\ , ..', EXIST. PG FDN WALL // X X 2 RID61D FON INSUL / / TOP OF T SLAB Lu EXIST. CRAWL / � � / : �'.�: � W \� Z SPACE EXIST. GRaWL \ . \ ' ';+ EXIST. COVER 5LA5 SPACE \ \ \ i�� / / \ I K A N / xx/' 6 L __ _ J D 2 ;. . 11 Xl� x RIDGE VENT C BUILDING SECTION LBULDING SECTION 5-15/4X 11 '7/6 LVL A SCASCALE: RIDGE BEAM CASED LE:1/2"=1'-0" "=1'-0" IN IX POPLAR ASPHALT SHINGLES ON Z• 50# ROOFING FELT ca 4. ,. 2X10 RAFTERS o A / 16u OG W/ 5/4" PLYWD J 2. Y ^ SHEATHING R-50 BATT INSUL W SHINGLE ASPHALT OOF \-1/2u PLYWOOD SHEAR :3LV• w in WALL UNDER 1/2" GYP BD a N 0 EXIST. 2X10 R.R. 2 W• N z NEW ROOF AT NEW EXIST. PORCH ROOF TO ADDITION BEYOND v REMAIN. REMOVE BEAD BOARD SOFFIT. VERIFY a F"• u m DIRECTION OF FRAMING i EXIST. ROOF EXIST. ATTIC UPSET BEAM AS REQUIRED BEYOND N N NEW ASPHALT SHINGLES M YWOOD SHEAVS PROVIDE HURRICANE OVER RUBBER MEMBRANE CLIPS AND ALL NEW ART STUDIO 24 UP FROM VALLEY (SEE ROOF PLAN) REQUIRED STRAPPING TOP OF PLATE RUBBER MEMBRANE PER CODE. ROOF BEYOND 1X6 FASCIA W/ <--EXIST. FJ CONTINUE FRIEZE B 2'-4" ALUM GUTTER AX f) 2XIO as—A-M `� BEAD BOARD SOFFIT W/ ��OF NEby yO RK m GOVT. VENT t 5/4 xb ��PG�L.ST�cF� EXIST. 5/4X4 FRIEZE NT. FRIEZE BD FRIEZE BOARD GL05M CELL SPRAY IX6 FASCIA i AU— GUTTER GN EXIST t NEW � CA-cW/5 4 WII�NMOW � 2� Napo �2 FOAM INSULATION BEAD BOARD SOFFIT VV I I i 1/2" GYP BD (TYPJ CONT. VENT t 5r4 FRIEZE , I - AT ALL WALLS i BOAS 017,9 179 G �\ CEILINGS NEW DOORS Al i I Q c�s�RE \ 5/4 X 4 TRIM \ POCKET DRS 10P OJEC EXIST. MA5TER1E I 1303 BATHROOM I 1X4 CASING WITH EXTERIOR WALL BAGKBAND DRAWN BY: OPEN TO NEW , NS ART STUDIO 2 EXIST. WINDOW 5/4 PLYWD SUBFL i ' CHECKED BY: i t WOOD FIN. FLCEDAR i' WINDOW WEATHER ONDATE: �15# BUILDING NS 1x6 BASEBD / � � SAY PAPER ON 5i6" PLYWOOD SHEATHING DEC. 2012013 IX4 MAH06ANY TOP OF SUBFL SCALE: DECKING t TREADS 1/2 = I� EXIST. 2X6 STUD WALL � W/IX RISERS �� NEW TILE FL ON DEGKIN6 i TREADS IX4 lobld-10000ft' `� BOT OF FJ SHEET TITLE: 1ST. WD FIN. FL `� MUD BASE :2X6 P.T. DECK JST •:: : : PVIA MISERS PROVIDE SOLID �\ ;.o Ib OG' �\ BLOCKING AT BEARING o 16 OG W/ R-Iq q I/2" TJI FL J5T5 5/6" x 12" ANCHOR 1X6 BASEBD POINTS AT TJI FLOORBATT INSUL BOLTS w/ NUTS AND JOISTS , . 52" 016. BUILDING ._ • ,, � ... (TYPJ RS AT 5 ° EXIST. 2X10 FJ _� • ! '. :• ;: 5-I 5/4 X q I/2 LVL NEW CRAWL SPACE 5/4" STUCCO FINISH SECTIONS m /• ,'•t• Y; 2" COVER SLAB ,'�• FINISH &RADE \/\/\/\/\/ / F / •�:;•. / / / / / / / / / •y . .. .. .. �.;..�. TOP OF RAT 5LAB� EXIST. PG FON WALL N / .-.:. . EXIST. CRAWL a \ Q :" ,, \/ /\/ \/ X/I =� _f T h2" : r.'.' \ \\ O M R \ \ \ \ \ \ \ \ T T \ .'•. •• / / / / / / / �\ � � L � SHEET NO: NX x g BUILDING SECTION- * BUILDING SECTIOR SCALE:1,2"=1 -0" 'SCALE:112"=1'-0" BUILDING PERMIT & BID SET PROTECTION FOR OPENINGS SSTRUCTURAL REVIEW B"r STEVE MARESCA/ PE WIND-BORNE DEBRIS PRO 155-0-1 WAST MONTAUK HIGHWAY, HAMPTON BAYS, NY I I a46 FOR WALL OPEN I NCS PROTECTION 01=120 MPH 5-SECOND WIND GUSTS NOTPHONE 631 -725 c[450 ( MAXIMUM MEAN ROOF HEI CHT: 55) SIMPSON LATA- 20 RAGE RIDSE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° - 2 x b TIE • EACH RAFTER CLASSIFICATION DESIGN CRITERIA: r � I - 1611! SHIELD UK&ER-AYMENT 51 NGLE FAMILY RES I DENT I AL SHUTTER AS S E M B LY I REWIRED - 24• FROM EDSE DE51 GN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME N.T.S. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE FOR PANEL SPANS: O < 410 WIDE SPAN I 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINC75 4") l ° ALTERNATE POSITION OF �� I I uj HURRICANE CLIP USE 55-0" MAXIMUM GROUND SNOW LOAD - 45 P5F. ASSEMBLY: 1-' I 511' 5 H5 FIRST LEVEL - 40 PSE. L.L. O ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10x3" (w/ WASHERS) GALVINIZEID OR 5TAINLE55 STEEL I i LIVING AREAS - 40 PSE. L.L. Q >_ WOOD 50REW a lb" O.G. SIMPSON H2 HURRIGANE BEDROOMS - 30 P5F. L.L. Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° - CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I RAFTER To STUD. - FIRE AREA WIND SPEED - 120 MPH LV MACHINE BOLT ® 12" O.G. - I Sad NAILS EACH END SEISMIC DE516N CATEGORY - 5 ALL RAFTERS Z Z ° RESIDENCE: _ Lu I WEATHERING SEVERE O 1 ° - APE R��Y�0DTO �vlLM ad COIN FROST LINE DEPTH - 36" Q I ,�. NAILS. 4• D6 AT TERMITE - MODERATE TO HEAVY Q � I �I�ED6E OF ALL - TYPE OF CONSTRUCTION - > \ I DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED YES O Lu 1 CONSTRUCTION Z LV I OC 1■I� ULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS a 2' 00 GENERAL NOTES Z I Q 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWA6E DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE 1 I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z UJ I I PLYWOOD SHEATHINGS CONSERVATION CODE, AND LOCAL AUTHORITIES. I I I I I TO OVER LAP Box 14. THI5 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I IMINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. -SIMPSON MST2'7 i I I I 1 1 I I/2• WIDE - 20 BASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL i I I I i I I I METAL STRAP e4bm 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING GONSTRUGTION. 0 I I I I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE D x �•" 1 r °t °i' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL � _ ASS E M B LY 1 I I I I I I 1 DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. Q SHUTTER 1 2 x b .Ib• O.C. PLATE ( I I 1 STUDS PARTITIONS, EXCEPT AS NOTED ON DRAJWING. 1'1. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N.T.5. I GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM I ;� I I I - 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. O FOR PANEL 5PAN5:4' OR WIDER SPAN I I, I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. I I I I b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I 1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4"9 WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS a 24" OG I� I°1 - AROUND SILL PLATE 4 _ ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I SIMPSON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1 1/2• AIDE - 20 SASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) 6ALVINIZED OR 1 I ►ETAS- STRAP o48' 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I°{•' CONCRETE SLAB5 TO BE COMPACTED To 415% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING w8d NAILS • 4• O.C. RELATIVE DENSITY. / NAIL SHEATHING To SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL �f=�- •.: 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND WOOD SCREW ® 16' O.G. 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2 - REBAR .z<..:. . •; 2 x b SILL PLATE ON EACH LEVEL OF DWELLIN6 AS REQUIRED BY Z. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: , s;:�; Aco TREATm. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER °� Z #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) NEW YORK STATE BUILDING CODE. MACHINE BOLT ® 12" O.G. :. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE N a. A g SEE FOUNDATION DAs. ?4'', MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWIN6. FOR DE515N. ; _ 5/60 x 120 A.B. e48. OC. 22, ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO J o '"l � 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT tl1 0 o - GLAZED OPENING WINDOWS `�• ' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W z x 111 q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED � W• a s PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W' AND DECKS ETC.. _ „^ ASTM E Iggb AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS GORES AL50 PP TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. VII + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. Q F-• PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD rn Co. HARDWARE PROVIDED. FA5TENER5 TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY lN/NY .x.6 550 CHAPTER #2304FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ONSITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF NeW SG,I t.S TES`Op'r NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox,. EXTERIOR EDGES AND 6 d a 12" o.c.. _ _ o BETTER. INTERMEDIATE. ; cs0» 5 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8"T � 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING h RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. R JE NO: 04,100 CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 5UBFLOORI�NG TO BE APA RATED STURD-I-FLOOR, 1303 _ _ CEILING JOIST/PARALLEL RAFTER 7-Ibd (FACE NAILED) EXP05URE I, 3/4 MIN. THICKNESS. ALL ED&E5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: CEILING JOIST LAPS OVER PARTITION '1-Ibd (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT COLLAR TIE/RAFTER 2-Sd (ea. end I-I/4" stray NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED _EQUAL. FOR p TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CHECKED BY: NS SABLE ROOFS - BLOCKIN6/RAFTER 2-8d (TOE NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL IBE SUPPORTED o 10 RIM BOARD/RAFTER 2-16d (END NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-i6d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. DATE: o DEC. 20, 2013 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWIN6. a STUD/STUD 2-116d (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE: = h HEADED Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC 6PI SERIES WOOD-I-BEAMS AND LVL NTS AND FLOOR BEAMS AS PER N.Y.S. GODIE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED SHEET TITLE: 100< e ( o 45 BOTTOM PLATE/FLOOR JOIST 2-116d (FACE NAILED) ® JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o b. DOUBLE FRAMING AROUND ALL OPENINGS ( s II hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc.. ) OR A5 NOTED ON DRAWIN6�5. g BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" h BLOCKING/JOIST 2-8d (TOE NAILED) NOTES & GABLE ROOFSLVL RIM JOIST SHALL BE REQUIRED AT FLOOR BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 10° 0 "' 50 0 I00< o L45 o LEDGER 5TRIP/BEAM 3-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWING!5. COMPONENT. SHALL BE AS PER MANUFACTURERS DETAILS JOIST ON LED&ER/BEAM 3-8d (TOE NAILED) PROVIDE 8d COMMON NAILS • 4' 0.0. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b" O.G. BAND JOIST/51LL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. PLYWOOD ROOF DECKING 8d e4" O.G. EDGES, 68" O.G. FIELD14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. l0° � a 3o ° STRIP SHEATHING 8d (ONE/RAFTE� °���� OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS o 12" O.G.. SHEET NO: PLYWWA OOD LL SHEATHING 8d ®4" D.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER ,THE N.Y.S. PROVIDE 8d NAILS • 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d ®6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-I00 NAILS AT BILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE ALL EXTERIOR NAILS SHALL BE GALVANIZED.ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT A N D CLADDING PRESSURE ZONES OWNER. BUILDING PERMIT & BID SET