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HomeMy WebLinkAbout40574-Z oguFFot,�CdG Town of Southold 12/7/2016 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38694 Date: 12/7/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1600 N Oakwood Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 127.-6-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2016 pursuant to which Building Permit No. 40574 dated 3/29/2016 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: ONE FAMILY DWELLING WITH FRONT COVERED PORCH,REAR SCREENED PORCH AND PARTIALLY FINISHED BASEMENT WITH BATHROOM,AS APPLIED FOR The certificate is issued to Kubetz,Jill&Jacob of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0068 10-11-2016 ELECTRICAL CERTIFICATE NO. 40574 11-07-2016 PLUMBERS CERTIFICATION DATED 11-30-2016 Brad Piecuch �fthoed Signature �SOFFn��c TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE o • SOUTHOLD, NY ti�ol � �aoR 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#: 40574 Date: 3/29/2016 Permission is hereby granted to: Kubetz, Jill 1600 N Oakwood Dr Laurel, NY 11948 To: demolish existing house and construct new single-family dwelling with habitable basement as applied for, per Trustees & SCHD. At premises located at: 1600 N Oakwood Dr, Laurel SCTM # 473889 Sec/Block/Lot# 127.-6-10 Pursuant to application dated 3/22/2016 and approved by the Building Inspector. To expire on 9/28/2017. Fees: DEMOLITION $549.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $976.00 CO -NEW DWELLING $50.00 Total: $1,575.10 uilding I ector 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: VRAD Norkt.. 0^40.4.A ltiuK� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block �' Lot 1 Subdivision Filed Map. Lot: Permit No. _it Date of Permit. " Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / . V Request for: Temporary /r/Certificate Final Certificate: (check one)' Fee Submitted: $ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roger.richertRtown.southold.ny.us Southold,NY 11971-0959 l�C®Un9TY,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kubetz Address: 1600 N Oakwood Drive City: Laurel St: New York Zip: 11948 Building Permit#• 40574 Section: 127 Block 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 50 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 17 Wall Fixtures 10 Smoke Detectors 7 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel 1-40 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesr512 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 11 Switches Twist Lock Exit Fixtures 11 TVSS El Other Equipment: 1-Attic Fan, 1- Paddle Fan, 4-Exhaust Fans, 1-40A Steam Unit, 32 ft. of Lighting Track, 1-Gas Cooktop, 1-30A Oven, 1- Bread Warmer, Notes: 3- Combination Smoke/CO Detectors, 1- Sump Pump, 14-ARC Fault Circuit Breakers, 1-10 Switch Gen-Tran Transfer Switch. Inspector Signature: Date: November 7, 2016 0-81-Cert Electrical Compliance Form.xls o�typ�SO�T��o-. Town Hall Annex Telephone(631)765-1802 54375 Main Road C/> Fax(631)765-9502 P.O.Box 1179 _ _--Southold,NY 11971-0959 O J` DEPARTMENT D BUILDING rAR TOWN OF SOUTHOLD NOV 3 0 2016 ENDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No._[16671/ Owner: k uf L47- (Please print) Plumber: 13rad Piet uck (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this a�th day of_ w , 20 1( A�a&g _ T Notary Public, U ) Counly TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,201 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Vfe'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 '��1,�, ,a,� REMARKS:—('� toof D AT E OS INSPECTOR-2L-r± / 5*007 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' . I FOUNDATION IST [tJ46UGH PLUMBING I FOUNDATION 2ND INSULATION I VJIFFRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE _ INSPECTOR 2!!:!�± N O �'�OOUNi'l,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REMARKS: .o DATE �2— �� INSPECTOR S ��OF OpTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [voT INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Dee. DATE INSPECTOR 21 10 OF SOplyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOpl�,ol _ � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION--[/FOUNDATION NDATION 1 ST [ ] ROUGH PLUMBING [ 2ND [ ] INSULATION 5 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: LOOF � DATE "6 ,INSPECTOR � 05 , ��OE SOplyo N o TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:® Z y Lo WZ/ ' DATE l INSPECTOR f3f so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OFSOUryo s �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] HPLBG. FOUNDATION 2ND [ ]XRO ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: r -r�o(✓� Mel C—Alk �gf �r1 , YJ� �• DATE I INSPECTOR ,,•� Pill _POW- iNaULATIONPEAN.Y. A mMIN rig << _ l - rOM"Naff, , - - ► A M'19 ormals Pam, , - .• lillivillipall i Cm �- - - ,• �ME / � 1 � r 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.NorthForkxet PERMIT NO. 611 Check Septic Form N.Y.S.D.E�.C., Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20p Mail to: 'J"A�� KaA M Disapproved a/c IL-00 N• Vti(411101 RfPlm 7 _ Phone: G 71- 7-14-C, Expirati ,2' " 1 '- MA 21 .1 2016 B BUILDING DEff- APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD Date Z Nl^rcL, Zol,6 , 20 16 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. r f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed'within 18 months-from such date. If no zoning amendments or other regulations affecting the property.have.,been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION-IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the ..Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or' Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,'housing code, and regulations, and to admit. authorized inspectors,on premises'and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �/kGn j 11��3 L (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)N6's' �.�.,, 1. Location-of,,land,offwhi'ch-proposed work will be done: .lG p p ti} , , �1%o°fit'h; •=;"j`' IC'ti�o,7 P `"— �, .4CA- House Number Street Hamlet County Tax Map No. 1000 Section Z r Block C' Lot fl Subdivision --- Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. ' Existing use and'occupancy V-* Tn b. Intended use and occupancy 3. Nature of work (check which applicable):New Building, ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ,If garage, number of cars 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 "-Dlrp 1{ . Height Number of Stories ' 5F l 1 � A Dimensions of same structure with alterations or additions: Front '' r r 1 R6ar - Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories GIL alTlld 0Z'All YLi few 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone•No., Name of Architect R 54ro It> Address Phone No Name of Contractor k!�2 Pt at Address Phone No. 631 - -796- Z 6'-t� 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. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 dho 13, 1 Vv6 57 being duly sworn,'deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ( W n-e K (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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this NO,01 DW6306900 QUALIFIED IN SUFFOLK COUNTY al -ift day of QYG( 20 tj* C©MMISSION,EXPIRESJUNE 30, Cj Notary Public Signature of Applicant l BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8717 DATE: DECEMBER 16,2015 ISSUED TO: JACOB&JILL KUBETZ PROPERTY ADDRESS: 1600 NORTH OAKWOOD DRIVE,LAUREL SCTM# 1000-127-6-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in tia accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 16.2015, and in consideration of application fee in the sum of$250.00 paid by Jacob&Jill Kubetz and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes andpermits the following: Wetland Permit to demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft,front covered porch,a 170 sq.ft.rear covered screened-in porch,and an i access area to basement;for basement access area install two landscape block retaining walls,one being 80 linear feet ranging in height from 5.41 to 1.4'and the second being 43.11 linear feet ranging in height from 5.4'to I'; install a 328 sq.ft.paved patio adjacent to screened-in porch;install a 2.10lx38.71 paved walkway from the rear patio to existing 20.3100.4'barn;existing barn framing to be repaired as needed; install a 2,029 sq.ft.gravel driveway; for the existing 3.3lx47.3'brick walkway to dock; reconstruct existing dilapidated dock by repairing existing 4.1'x11'fixed dock supported by (4)8" diameter piles underneath the framed platform and surrounded by(6)61'diameter piles that extend Vis- I higher than the platform by some 36"4811; construct a 4Xx101 seaward extension to fixed dock supported by(4)8"diameter piles underneath the framed platform and surrounded by(6)6"diameter piles that extend higher than the platform by sonic 36"48",construct dock 41 above grade or use open grate material to allow light to penetrate;and install an 8'x10'fixed platform anchored by 61'diameter piles,allowing for kayak/canoe access but not intended for motorized boat mooring; with the condition to install gutters to leaders to drywells to contain roof runoff, and as depicted on the site plan prepared by Stromski Architecture,P.C.last revised January 26,2016,and stamped approved on January 28,2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Boar as of this date. ZZ John M.Bredemeyer III,President M so Town Hall Annex Michael J.Domino,Vice-President �� ;,�� 54375 Route 25 f` M P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupskim Telephone(631)765-1892 Charles J.Sanders Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1294C Date:December 2,2016 THIS CERTIFIES that the demolition of existing_dwelling and construct new one-story dwelling with a 1 S40 sq.ft. footpjint that includes a 52 sq:ft.front covered porch,a 170 sq ft_rear covered screened-in porch,and an access area to basement;for basement access area install two retaining walls out of natural boulders,and to install a set of stone steps leadingthroughthe west wall:existing barn framin to o be repaired as needed install a 2,029 sq.ft.gravel driveway;.for the existing 3.3'x47.3' brick walkway to dock;reconstruct existing dilapidated dock by repan n existing xisting 4.1'x11' fixed dock supported by(4)8"diameterpiles underneath the framed platform and surrounded by(61.6"diameter piles that extend higher than the platform by some 36"48".construct a 4.1'x10'seaward extension to fixed dock supported by(4)8"diameter piles undemeath the framed platform and surrounded by(6)6" diameter piles that extend higher than the platform by some 36"48":construct dock 4'above grade or use open pate material t6 allow light to penetrate:and install an 8'x10'fixed platform anchored by 6" diameter piles,allowingfor kg3gWcanoe access but not intended for motorized boat mooring:with the condition to install gutters to leaders to drywells to contain roof runoff. At 1600 North Oakwood Drive,Laurel Suffolk County Tax Map#1000-127-6-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 23,2015,pursuant to which Trustees Wetland Permit#8717 Dated December 16,2015was issued and Amended on October 19,2016 and Amended again on November 16,2016 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 demolition of existing dwelling and construct new one-story dwelling with a 1,940 sq.ft.footprint that includes a 52 N.ft.front covered porch,a 170 sq.ft.rear covered screened-in porch,and an access area to basement: for basement access area install two retaining walls out of natural boulders,and to install a set of stone steps leading_through the west wall;existing bam framing-to be repaired as needed install a 2,029 sq.ft.gravel driveway:for the existing 3.3'x47.3' brick walkway to dock:reconstruct existing dilapidated dock by repairin existing xisting 4.1'x11'fixed dock supported by(4)8"diameter piles underneath the framed platform and surrounded by(6)6"diameter piles that extend higher than the platform by some 36"48"•construct a 41'x10' seaward extension to fixed dock supported by(4)8"diameter piles underneath the framed platform and surrounded by(6)6" diameter piles that extend higher than the platform by some 36"-48"•construct dock 4'above made or use open mte material to allow light to penetrate,•and install an 8'x10'fixed platform anchored by 6" diameter piles allowing for kayak/canoe access but not intended for motorized boat mooring;with the condition to install getters to leaders to dU ells to contain roof runoff. The certificate is issued to JACOB&JILL KUBETZ owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @6 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-03651 F (631)444-0360 www dec nygov REQUEST FOR MODIFICATION TO PROPOSAL December 15, 2015 Robert Stromskl PO Box 1254 Jamesport, NY 11947 Re: DEC ID# 1-4738-04418100001 Kubetz Property 1600 N Oakwood Dr. Laurel, NY 119748 SCTM#: 1000-127-6-10 Dear Mr. Stromski: The Department of Environmental Conservation (DEC) has reviewed the referenced application for a Tidal Wetlands permit to reconstruct a single-family dwelling and reconstruct a dock. DEC has determined the portion of the parcel that is landward of the 10-foot elevation contour line, as shown on the survey prepared by Nathan T. Corwin III, last revised June 23, 2015, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act for the majority of the proposed work to the dwelling. A portion of the proposed grading and retainingwalls are located seaward of this contour line, within Tida Wetlands furls Iction, ut are not objectionable. Regarding the reconstruction of the dock and float, DEC objects to the new float as proposed. Staff has determined there is not enough water at low tide to support a float; a float in this area would disturb the benthos and tidal wetland vegetation. However, DEC will consider a fixed platform, allowing for kayak/canoe access but not Intended for motorized boat mooring. The catwalk portion of the dock should be either four feet above grade or made of open-grate material to allow light to penetrate, since this is a vegetated wetland area. The fixed, over-water portion of the dock may be 8'x10' (like the proposed,float) or may be a longer, T-shaped platform, if desired (ex. 4'x20' or 6'x12' or roughly equivalent square footage) If your client agrees to this modiflcbtion of the proposed project, please submit four copies of the revised plans to my attention. When this information is received, processing of the application will continue. Sincerely, Laura F. Star Environmental Analest cc. J Kubetz File NEW YORK Department of STATE OF Environmental OOPORTUNITY Conservation MAR 2 3 2016, Scott A. Russell ".4'�St►)� � ST(01KI��I WATJEIK SUPERVISOR 0 I\\\tA\NA\(G]E1\M11ENT SOUTI-iOLDTOWN HALL-P.O.Box 1179 }4 �� n-y wn of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 {j 1�]'O CHAPTER 236 - STORK WATER MANAGEMENT WORK SWEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PR-O.IECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . O ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i '[ ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted ---on FIRM-Map-of any-wate-r-course: fo ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square F feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan' and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. �. 1000 Date: APPLICAIdTr(Property Owner,Design Professional,Agent,Con(ractor,Other) prttrict NAME. 9,4„ � Section Block Lot y4 FOR BUILDING DEPAR-i'NtL-;N1- USL. ONILY Contact Information. 63� � �3`i '�W Reviewed By: Date Property Address/ Location of Construction Work. — — — — — -- — -- -- — — _ — ❑© Approved for processing Building Permit. I 0,0 N v 21{'� !{1Gt•✓J� �e'1L�% S rmwater Management Control Plan Not Required. _�_/}d A& �� — Stormwater Management Control Plan is Required.- ,Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT S.C.T.M.r 1000 CHAPTER 236 irronerty Owner.Design ProFessioha7,Agent,Contractor,Other) Stormwater Management Control Plan CHECK LIST N,1AE J ►- vj J�jL�u t% Semon Black Lot ' I x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Date. >k The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist+ I. A Sire Plan drawn to scale Not Less that 60' to the inch MUST ' NO+' NA If You answered Na or NA to any Item,Please Provide Justification Herel show all of the following Items. If you need additional room for explanations,Please Provide additional Paper, a Location & Description of Property Boundaries b. Total Site Acreage. c ExlSting -Natural & Man Made Features within 500 L.F. of the site Boundary as required by 3236-17(C)(2). I .i l d Test Hole Data Indicating Soil Characteristics&Depth to Ground water. _• j e Limits of Clearing & Area of Proposed Land Disturbance. ; f. Existing&Propdsdd Contours of the'Sitd (Minimum 2•intervals; g Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& ; proposed structures. , ERGS1ON I. Location of proposed Stivimming Pool and discharge ring. Sh j. Location of proposed Soil Stockpile Area(s). on n ranee, k. Location of proposed Construction Entrance/Staging Area(s). 1 �,stabilization& _ I Location of proposed concrete washout area(s). i — n-i. Location of all proposed erosion&sediment control measures. Sg a� or iilaCYib�soils. 2 Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate k. on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall!storm event. 3 Derails K Sectional DrQwinvi for stormwater practices are required for approval. Item requrnng details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins•trench drains,etc.) i{ 1 d Leaching Structures (e.e. infiltration basins,swales,etc) • •• 1 (}l, t_ti(,lNi•'l•:Iti .��' UEIf:'tiRTi t • ,-I' JSl^ ONLY•".°. ._ _..._._ ..._::�:._�...,�___._ 1, Additional Information is Required. t+ Reviewed & 1 Stormwater Management Control Plan is Not Complete. ` Approved By Stormwater Management Control Plan is Complete. 3 Z !� 1' SMCP has been approved by the Engineering Department. Date- 1 FORM ' SwCP Check List-TOS MAY 2014 4 D 5'I PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. #: 1000 ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Oltrer) � o 0 bpSUFFq� NAME JAcoa Ky eez, Section Block Lot 5? Z SITE INSPECTION REPORT FORM ple Print Inspection Date. Co3 I'llO(o 6391 E-Mail Address z 'O1 � Subdivisions, Site Plans, Stormwater Improvements & Other Installations TelepMne Numher DESCRIPTION OF REQUIRED SITE WORK YES COMPLETED NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls 0� b. Limits of Clearing&Area of Proposed Land Disturbance 0� c. Condition of Stockpiled Soils. 0� d Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging f. Driveway Installation within the Town ROW-Highway Specifications g Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter&Leader System-Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. LIN N L-0,101 j. Inspection of Construction Entrance/Staging Area(s) �0 - k Location of proposed concrete washout area(s). 1. OTHER-Explanation Required ==IFj m.OTHER-Explanation Required 00 (i`RM A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows TOWN OF SOUTHOLD O #: Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*: hotographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. O :3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: 17:2 007) e 1,c v 1 c p e_u a ENGINEERING INSPEC N REP T Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved B — — — — — — — — — — — — — — — — — — — — — — IM All required Site Work has been Completed by the Owner / Date. 5//41 Inspection *: L Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 CA Gn 1610:06a up -7 {a� NO GZ:),D\,l OF 90 .� Town 1-709 Annex d i SQ373 M,iao„d Telepbone(631)765-1902 r P.O.Box E179 G 5c CG"s" 5 1 say lc,NY 11971-ass9 .. er.richert own�au 098.n .us �1��o1lNty�� I DUff_D1NG DFPAYt'I7S ffNT I TOWN OF SOU'MOLD i Ai�PI=1GATION FOR E�LECFRICAL INSPECTION i REQUESTED BY., r � Date: -7—l8-- k I Company Name: Name: License No--- Address: o=Address: Q vz 1R tl. �j c�C1 Phone No. _ l JOBSITE INFORMATION:. (*Indicates required information) A(&()A(&() "1 ILL t<vj,$G'I's "Address: otifik - 0A•11 log 1�, *Cross Street: k'Z'prjvz- bA4 0 4V-4 ._ I *Phone No.: -63) 3iG, 63rr Permit filo.: Lia Tax-Map Dfstrict 1000 Secfioti:- 61ock: C Lot__ L Q J *13RII�DESCRIPTION O WORK(Please P - Clearly) I (Please Cimle All That Apply) *Is Jots ready fnr inspection: YES / MO, Rough In Final �"I?o•you need a Temp Certificate_ 'f'ES I Nd Temp Information d) *Service Size: 1 Phase 3Phase 100 160 2aa New Service: 300 35fl ►' 400 Other Re-conne Underground umber of Meters Change of SerWO Overhead Additional Inform ation_ PAYMENT DUE WITFf APPLICATION 7 EORegvest for Impecuon Form 1 'd ESVON dol : 11`9106 '61 1A To: Town of Southold Building Department From: Jacob T. Kubetz re: 1600 North Oakwood Drive, Laurel, Building Permit Hello, Attached are four sets of plans and related paperwork regarding our building permit for a dwelling at 1600 North Oakwood, Laurel. Included is a letter from the DEC stating that our project was "not objectionable" and that"no permit was required." We also have approvals from the Town of Southold Trustees and Suffolk County Board of Health. Lastly, included is the Storm Water Management Worksheet,which is also reflected on the survey. Please contact me anytime should you have any questions. Thank you, Jacob T. Kubetz 631-766-6397 ` Jacobkubetz@gmail.com �ya■ { H F Fp�: 144 _ 3- s- �e oz Ao i ,. . - . fir •� 'f. `\\ ; ii , i T_ OF _"l .t•s _�� 1 W NL 1 r. r R vr • { .erg #r'� r ��,�. ,,�� �i." r ��. — ' }� , 5�:�`� .. ' ' p+'t , . t T _ s � v 1 , i 7 • Y 5 Y , �a 1 ' v . '" ..>. «.: .• .� .. .'.'.,;. ,,,���»r.-ham,..'_, •j . ,. � , • F t 1 , �+x A , na t t 4 I r .3.'.�. ...L +� f r r� • i I` ti . ]y 4y, hAIMP ru�ssii►ii��►i�ns►�srrri�r��►���A� �: �t a, Y. f e VIF e ,r` NO - � �,�.F••... - _ fir.' f r •� Y ,y! f Y ,i' J+1� 5 u #.. ._ t i� �� G �\w\\ .. _ \ r _ � `J\`�\�.� \ \\ '\ \ �... - /. •h i il�.. \` f~' � �� �; `� \\ � � � �, �. � .. ,� ,� y- � ti � � ` � � ���' \ �! � . l`� 1 \- � '� is �� a I'\�. � '� .q � `�� •� V �_ ¢ a f ,\ At. Page 1 of 1 r� .�•, 2 (1 201 BUILDING DWT. TOWN OF SOUTHOLD F -Iwo f r ynlWf � + Y r r ifr Y F https://gml.ggpht.com/A5m7V-1RUZ9oM-8jd8fulJPh-jrFotfsAga_48r0aXmjiCXaxx-3le... 5/19/2016 Page I of I a BUILDING DEPT. TOWN OF SOUTHOLD e 1 https:Hgml.ggpht.com/38Q 1 ZB 1 NhBL4V 8RBYvOkrfYORBRiE5E4FBDsgbS-B 13 EFvtCr... 5/19/2016 Page 1 of 1 µ M AY t 19V"IN D >� # TOWN OF 3 f 8 _ y �F 1 1.. https://gm l.ggpht.com/hfPJsWgNcwF 1 TSA7kWwElaiN3 VLHKYGNPfXRTDaMj suEmU... 5/19/2016 J I,Jacob T. Kubetz,an attorney admitted to the practice of law before the courts of the State of New York,affirm the following to be true under the penalties of perjury: On or about and between May 12 and May 13, 2016 I was present at 1600 North Oakwood Road, Laurel,New York. I observed the preparations for the pouring of the concrete footings and walls. I also viewed the rebar that was placed within the walls.There was vertical rebar,anchored in the footings, as well as rows of horizontal rebar placed at the bottom and top of the walls. The attached pictures are of the foundation walls at 1600 North Oakwood prior to pouring the concrete. Jacob T. Kubetz R [Ec�DV[E DD Dated this 20th Day of May, 2016 MAY 2 0 2016 BUILDING DEPT. TOWN OF SOUTHOLD i i MITMITI&N•IAC H WATER•M^RK Ob/23/2015 I. ' I&umER LQi1 WATER MARK O6/2i/25 1.4' r T' i WAtER DEPTHS SWOWNJJNN E5 ARE REFERENCED TO i LOW WATER BEING AT (0.0" PROPERTY INFORMATION F��rn �=&Cm NW-W �- - , LOT AREA,35,11M 9WlARE FEET PATIO-325 S.F. 1 S T j �� 4S J I S C T M10,1000-127-06-10 BRICK WAtJ4JAY-116 SX. j ZONING,RESIDENCE RA-W BARN-609 S.F. -1.4 CREEK BOTTOM 1S 2'TO 3' z5x X45 architecture,p.c. LOCATION,NORTH OAMOD BUILDING FOOTPRINT-1,940 S.F. OF MUCK (14 TN ' DRN54AY-WA -I 4X LAUREL, $9,8 S.F./34,200 S.F.X 1005.5.755 Mmm AREA, SMIFACE � IL , -22 ,, , 11x P O.BOX 1254 JAMESPORT,NY 11947 FIAON � 5L WATE ) x—.2 PHONE(631)779-2832 PAX(631)779-28,3PATIO-328 S.F. , - 61STEST BORING BRICK LC •KMJ AY-116&F. x_. BARN BUILDMG FoorPRlNi-1,718 S.F. 1� JJ � oM�Tg PU$ 9 8 �` ;�,. ���90 {� (e� Proposed New DRIVEYlAY-WA D ' oy"°' Ls, `;\ `\ �` ,.r •��,6`�;•,,`�i - 1 2,9'8 S.F./36,821 S.F.X WP 5 ELLING LOT 51 �� ,� ,o I F�. exp0�`)s u �' IXIST GRADE= 13.4 Construction: NUMBER OF PROPOSED BEDROOMS,4 00 o tb \ N` - 9dWITARY$YSTII1 DESIGNED FOR UP TO FOUR BEDROOMS •` ( 2'-0' BROWN SILTY SAN A\'` \rq \\ \ 5 4• EXISTING BARN \\ \ \ Kub e l z NO WELLS WITHIN 150' �-! +sa `, 1 1A �ypr \\\`` \\ `+, 1 x\\ `\\•':,`I\ `,`,`�9�IxX RADIUS v x14.3 ,' 1 j ,, \\'•,\ \ -f 4 T � PALE BROWN FINE NORTHWEST CORNER ,+ N SAND v: oT�' anuNg aF EXISTINCn\ ' - 69' 15.9 / HOUSEITO BE PMA 11 '• R `, 't om XT's x 5'DIAMIETER 1,GOOG ° ,a• ;% fix• `, fix``\ /� 12'-4 1600 North Oakwood S.:' ''• .. • 601M TAPS( `, -a'' �" n `` `\ \i5, 1\ — i Drive, Laurel NY X , OR ! ;t�,�\ �`' `` �' S.C.T.M# •• \ WATER IN t\ �• �` 'cP�+ WPALE �j•'®••, ':•\ ooss 0'DIAMETER -B'MINS ld MW-- �� -- `\ �. " LEALNIIPKiN001 1171-01 I , ``\ SJIx x_ BROWN FINE SAND SEAL 1414e1� EWA WATER ENCOUNTERED AT 12'-4' ELEV. y ;\'.a;a. 'C PATIO \\ `', \\ �,wy` �,'•,, �t 1.0') BELOW '41, fl x1Sc \ °y�,\� �. \,tilt` d.'', f v BORING BY: McDONALD GEOSCIENCE = aED A�� N \I aHssdv PDa �e tx dr ----- wtmo`aeldrs�; '^\ X !a '`a -\ 't �ja', TAKEN ON AUGUST 10, 2015 12:15 PM x ; /. III % O, ,'� ' \" / ' 1 ``\\ `` `\�� `\ '\y OI 1, t • ^A i �¢� 1 •.:.. '`;, /.,� i4 LOT i Ri►roa® `. \• \ �\$ � ®` �' `\` ,�• +3.9 ,'.*, + P•' < NZ •" \` n ix+s., x 150'RADIUS _; ...r BELOW GRADE N^ BRICK PAT10 76 8 ' i (' \, \y`•`\\ s' :, ,► " BASEMENT ------ 'b ,g ^�P7ITARY s,R7IFi7A1 .a.4,+ Y ------ %, % ( �j\ \'� `\ " ``: ����9 8��(u _ a l���a�e eCA ��_� e 1 ••' t ,> X14°➢ .�' i ` �\ 't `.1111E \ `� 6��¢' B p— i �m4ry` �/ `a WrIH,GRATE«' '«'.«« '��. I \ t�"°iB k c iy , t. ®1 Health Saervr�ads. ••. : .••� ,\ �„"„i+"". '. ,'.`,`,�•Q/FR. ,�« ,'�i'i':'i '��I,`.+ Fs 1'1xt \ `` `` •''`' `` `\ ` 'LBCJIlIbL �V 1 t",5« AL ;•. '• i �, 17N4yGE ��' _ `, `\ �•`\�� `HO `a-` • ` f Copyngh,2011.STROMSHI architecture,p c.All It,3 'b ••'+1 ,' + `\\ the right to TESStME i' i /%•�•'• x \`, ``\ '�. �'�. regproduce this design to itst entlrety oect rsany portion .�' ,�.•.•,• I d.] \\ LOCATION , i' �• x \ `\\ \ thereof Unauthorized alteration of these documents is a j' _ .. • i hese % ,' i �x i I \ \� NI drawings and pecifications-olation of the New York 8are antate dinstrument of sucatim Law.errvics '• i \`I i i - \ and aze the property of the Arclutect These draw,ngs tR 6• `Y` �, i' , aother project,pc except b written ern-axon of tto be wed on he Arclutect. /X22 / SURVEY INFORMATION TAKEN FROM SURVEY PROJECT NO. 15-7-71® '• '1 OT DONE BY,NAM TAFT CORWIN III LAND SURVETOR • d i L x� DATED, JUNE 23 X115 SCALE 1"=30'-01, DATE 1/26/16 NEIGMORING i Aa SUPPLY INFORMATION VERIFIED WITH SUFFOLK COUNTY WATER DEPARTMENT BY SURVEYOR DRAWN BY: TLD ICHECKED BY: RS 1 p AIre6F* isas :it' --r d d TITLE x�' 5�� li�imit SUFFOLK�OUNTY DEPARTMENT O HKAL'$'6d �E�tf9Cf�B V;o ••,•.: \ 1 1 - I_ !Q •-;{If9.,Ret.,, • q �8 L's? d fz'� i vA,� lei �V� LOT • . of -- = F TER) �ERti'1IP ®�APPROVAL CONSTRUCTION/FOR SITE t� o IAN fIApU$LIC �A i SINdLE FAmw* RESIDENCE ONLY • 'o �„ SIT i PLAN • o. 151 LING -- _. .p8 9101 MWCTER REroarlaN cA��eroN, tgEL ® ' • o S 69 BASED ON r RAINFALL CONTAINMENT (D I DATE N� H.S. REO. n9®. IMPERVIOUS SURFACE-2,9'8 S.F. SH �7 i 4 2,943 S.F.X.166 FEET•4%CUBIC FEET b\ SHEE ` p 1 CONTAINMENT REWIRED, APPR®VE® I ;v,/$ d 3 o1 Y N N 44i-F.14 C.F.(M LINEAR FEET OF S'DIA.RUNG)-12 FEET OF COMBINED DEPTH FO MAXIMUM OF BEDROOMS � 3 i a 5 -- Ads( v c0, (30N)TABMENT FEET DEEP STORM RIt�aS ������� ���� OF APPROVAL u e 1.- ' :-�" ,r•--z 5 DIA 5 s ���� ®psT� 'TFiR�� e; °E er:•s sir ad a: 4u 1:1 u'3 es1 ��a O FOR SlJFFOLK COIJNYY OEPARI'MW OF WALTN SERVICES APPROVAL STAMP n' i = CAST IRON ' COVER TO GRADE USE 4' DIAMETER APPROVED.I GRADE = 15.0' HIGH G�PROPOSED SEWER PIPE THOUGHOUT AT LOWEST PROPOSED PRECAST CONC., PRECAST CONC. RADE = 13.751\ , 7 (TYPICAL) (TYPICAL) S R"j SKI architecture,p.c. CAST 14'-0° c `9 IRON V.I.F. I.E.= ®® ® P O.BOX 1254 JAMESPORT,NY 11947 HOUSE 13'-0' PHONE(631)779-2832 FAX(63A)779-2833 I.E.= TRAP v 12.6' 12.0: ®® 12.0' ® Proposed New USE 4' DIAMETER ®® 4' CROSSOVER PIP ® ® 3'-0' MIN. Construction: APPROVED SEWER ®® ® Mr.. & Mrs. PIPE PS FOOT AT 1500 GALLON SEPTIC TANK I lu MINIMUM SLOPE AT (ROUND TANK) ® , INLET. CONNECT TO , '' G ® Kubetz En EXISTING CAST IRON OUTLET FROM HOUSE 4 E > 4? > z 1600 North Oakwood `� z ac 43 to Drive Laurel NY BI-20 3 ,� S.C.T M# 8'-0' DIA. 8'-0' DIA. u_ n 8 0 MI . 8'-0' DIA. > SEAL BACKFILL MATERIAL f'' WATER TABLE TO BE CLEAN SAND REMOVE INADEQUATE SOILS GRADE = 1.0' i SEPTIC SYSTEM SECTION Scale: 1/4' = 1'-0' BACKFILL MATERIAL AND REPLACE WITH CLEAN A S-2 TO BE CLEAN SAND SAND AS REQUIRED. � a PROPOSED GRADE I.E.= 12A PROPOSED GRADE I.E.= MAP' PROPOSED GRADE I.E.= 12.2' 4 q a N "' "' JAM to �d[tr 6�n EX I'-- +�1 �. )Copyright 2011.STROMSKI architecture,p.c AR RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN - B ,_` w r 'E' rig is reserved.The Architect reserves the nght to RAIN WATER CATCH BASIN - G F i'"`` n Olt- u,!f i,1,,•-i "t', , ,reproduce thus design a its entirety these any portion E�-— - - - a-'-- - `thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law These W-01 8'-0' I W-0' - d aro�the propert3'of the Architect.These L ice / and specifications are not to be used on any other V; project,except by written permission of the Architect. PROJECT NO 7—OOS WATER IN PALE BROWN FINE SAND - 1.0' WATER IN PALE BROWN FINE SAND - 1.0' WATER IN PALE BROWN FINE SAND = 1.0' � SCALE 1"=30'-0" DATE 7i7i15 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - DRAWN BY: TLD CHECKED BY: RS Z CATG14 BASIN SECTION scale= 114° = 1'-0' TITLE s-z SEPTIC TANK TYPICAL LEACHING POOL NO SCALE NO SCALE SITE ALL PRECAST CONCRETE TO MEET THE ALL PRECAST CONCRETE TO MEET THE PLAN FOLLOWING SPECIFICATIONS: FOLLOWING SPECIFICATIONS: CONCRETE: i CONCRETE: CEM�TN = 4 STM C@ 50 DAYS CEM�TN _ 4 ST MiC 0 DAPS SHEET AGGREGATES = ASTM C-33 AGGREGATES = ASTM C-33 WATER = PURE, POTABLE WATER = PURE, POTABLE REINFORCING STEEL: REINFORCING STEEL: S - 2 REBARS: ASTM A-615, GRADE 40 REBARS: ASTM A-615, GRADE 40 WELDED WIRE FABRIC: ASTM A-185 WELDED WIRE FABRIC: ASTM A-185 ' ® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/28/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GEORGE FORMES NAME CONTEILEEN CUSHMAN 1116 MAIN ROAD PHONE Ext 631-722 4100 A/C No) 631-722-4500 PO BOX 2336 ADDRESS AQUEBOGUE, NY 11931 INSURER(S)AFFORDING COVERAGE NAIC# INSURER FARM FAMILY CASUALTY INS CO INSURED INSURER B GREG POLAK CARPENTRY&SEAMLESS GUTTERS INSURER C LLC 159 HUBBARD AVE INSURER D RIVERHEAD, NY 11901 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ILTR TYPE OF INSURANCE IANSR VWD POLICY NUMBER MM/DDY/YEFF Y MM%DDfYYYY LIMITS A GENERAL LIABILITY 3101 L9458 02/27/2016 02/27/2017 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 100,000 CLAIMS-MADE I I OCCUR MED EXP(Any one person) $ 5,000 XX CONTRACTORS PERSONAL&ADV INJURY $ 1,000,000 ADVANTAGE GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 XX POLICY JECOT LOC COMBINED $ AUTOMOBILE LIABILITY (Ea accaden) I 1 $ ANY AUTO BODILY INJURY(Per person) $ AUTOWNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS r $ AUUTOS NED (Peer ardentDAMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION WC ATU- TH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CARPENTRY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 P O BOX 1179 AUTHOR1 t D EPRESENTATIVE SOUTHOLD, NY 11971 .�.� © 88-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD MAR 2 9 2016 BIDING DEPT. TOWN OF SOUTHOLD A. SUFFOLK CpVPRyDEPT OF LABpR, a� r rUC�NSINGB t1ME1?AFFAIRS .t �F< ^mac COPTS - HOME,IMPROVEMEPIT P4 _ CONTRACTOR`- _ . - :GREGORY P POLAIC `. This certifies bearer-is duty - ".gPEGP_OLAKCARPEPITRY$SEAMLESS licefted Buri RslCc s. Oounty of s4daK ` " . 2839'3 -' I/'2`06" E t,Y STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) ' lb.Business Telephone Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up lc.NYS Unemployment Insurance Employer Policy) Registration Number of Insured GREG POLAK Carpentry&Seamless Gutters LLC 159 Hubbard Ave Id.Federal Employer Identification Number of Insured Riverhead,NY 11901 or Social Security Number 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) FARM FAMILY CASUALTY INSURANCE CO TOWN OF SOUTHOLD BUILDING DEPT. 4 3102w7277 54375 ROUTE 25 3b.Policy Number of entity listed in box"la" c. Policy effective period POB 1179 SOUTHOLD,NY 11971 08/12/2015 to 08/12/2016 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) ■ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also note the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by George Formes (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 3/28/2016 (Signature) (Date) Title: AGENT Telephone Number of authorized representative or licensed agent of insurance carrier: (631) 722-4100 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us 1 . RKWorkers' CERTIFICATE OF INSURANCE COVERAGE STATIE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured GREG POLAK CARPENTRY&SEEMLESS GUTTERS LLC 631-786-2647 1c.NYS Unemployment Insurance Employer Registration ATTN: GREG Number of Insured 159 HUBBARD AVENUE RIVERHEAD NY 11901 1d.Federal Employer Identification Number of Insured or Social Security Number 057604694 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box 1a": TOWN OF SOUTHOLD BUILDING DEPT DBL421732 54375 ROUTE 25 3c.Policy effective period: POB 1179 10/30/2015 to 10/29/2016 SOUTHOLD, NY 11971 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b.FJ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Y Date Signed 3/28/2016 a WAO, hf 9 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) EScheck Software Version 4. ®2 Compliance Certificate Project Kubetz Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type- New Construction Conditioned Floor Area: 2,566 ft2 Glazing Area 14% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1600 North Oakwood Drive Laurel, NY 11948 Compliance 18.2%Better Than Code Maximum UA 396 Your UA 324 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 Ceiling 1• Flat Ceiling or Scissor Truss 1,780 30.0 0.0 0.035 62 Wall 1: Wood Frame, 16"o.c. 1,560 21.0 0.0 0.057 73 Window 1:Wood Frame:Double Pane with Low-E 235 0.290 68 Door 1: Glass 21 0.300 6 Door 2: Solid 20 0.340 7 Wall 2:Wood Frame, 16" o.c. 656 15.0 5.0 0.053 30 Window 2:Wood Frame:Double Pane with Low-E 47 0.290 14 Door 3: Glass 41 0.300 12 Wall 3:Wood Frame, 16"D.C. 248 15.0 0.0 0.077 19 Floor 1:All-Wood Joist/Truss•Over Unconditioned Space 994 30.0 0.0 0.033 33 Compliance Statement; The proposed building design described here iS consis nt with the building fans,specifications, and other calculations submitted with the permit application.The proposed ,uIldino h een designed to t the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi p.comply with th andatory requirem is listRd in the RE Inspection C ��v Name- itle ure D e ZC tf r a Pro ect Title: Kubetz Residence �` �'' '` �' J j:• Report date: 03/28/16 Data filename:TASA Projects-ARCH\Kubetz Cottage\Do - ";s\f esChe'ck.rck Page 1 of 6 REScheck are Version Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section., Plant Verified Field Verified Pre-InspectionliPlan Review Value Value Comyslies? Com, metits/Assumptions & RegJD , 103.2 ;Construction drawings and , =❑Complies [PR111 :documentation sufficiently ' ❑Does Not t :demonstrates energy code ;compliance for the building € ;❑Not Observable :envelope. ❑Not Applicable 103.2, ;Construction drawings and = _ =❑Complies 403.7 :documentation sufficiently ?❑Does Not [PR3]1 :demonstrates energy code ' compliance for lighting and < :[]Not Observable :mechanical systems.Systems ;; "- ,❑Not Applicable ;serving multiple dwelling units € must demonstrate compliance :with the commercial code. 443.6 :Heating and cooling equipment is,; Heating: : Heating- ;❑Complies [PR2]2 3sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not y :on loads per ACCA Manual J or : Cooling: Cooling: °,other approved methods. ; Btu/hr Btu/hr ❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [ 2 Medium Impact(Tier 2) 3. 1 Low Impact(Tier 3) Project Title: Kubetz Residence Report date: 03/28/16 Data filename: T:\SA Projects-ARCH\Kubetz Cottage\Documents\ResCheck.rck Page 2 of 6 Section Foundation inspection Camplis? Comments/Assumptions- _ & Req.ii3 363.2.1 'Exposed foundation insulation '❑Complies [FOII]Z ;protection. E❑Does Not ' '❑Not Observable' ❑Not Applicable 403:8 ,Snow melt controls. :❑Complies [F012]2- 3 '❑Does Not ❑Not Observable; ' :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kubetz Residence Report date: 03/28/16 Data filename: T:\SA Projects-ARCH\Kubetz Cottage\Documents\ResCheck.rck Page 3 of 6 Section Plans Verified.` �ie$d Verified # Framing/Rough-in Inspection Complies? Comienents/Assumptilons .lt� Value & Reqrlalue 402.4.4 ;Fenestration that is not site built j❑Complies [FR20]1 =is listed and labeled as meeting t -❑Does Not \ � :AAMA/WDMA/CSA 101/I.S.2/A440 ' :or has infiltration rates per NFRC ;❑Not Observable 1400 that do not exceed code =❑Not Applicable limits. 402.4.5 ' :IC-rated recessed lighting fixtures; ❑Complies [FR16]2 sealed at housing/interior finish '[]Does Not ;and labeled to indicate&It;= 2.0 :cfm leakage at 75 Pa. ; ;;. [_]Not Observable ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, t❑Complies [FR13]1 :air handlers,filter boxes, and ❑Does Not !building cavities used as return , ';ducts are sealed. ;❑Not Observable .; =❑Not Applicable 403,23 ;Building cavities are not used as ; °❑Complies [FR15]3 ',ducts or plenums. ❑Does Not ?} : UNot Observable ❑Not Applicable t 403.3 ;HVAC piping conveying fluids R- : R- :❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. ❑Not Observable :❑Not Applicable 403.4 ; ;Circulating service hat water : R- R- :❑Complies [FR18]2 :pipes are insulated to R-2. UDoes Not ;❑Not Observable ;❑Not Applicable 403.5 Automatic or gravity dampers are;, : '❑Complies [FR19]2 ' ';installed on all outdoor air ! ❑Does Not intakes and exhausts. ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Kubetz Residence Report date: 03/28/16 Data filename:T:\SA Projects -ARCH\Kubetz Cottage\Documents\ResCheck.rck Page 4 of 6 Section` . s # Insulation inspection 'Complies?' ' ;`.Comments/Asstiumpons - LX RegJD ^ 303.1" ;All installed insulation labeled or `❑Complies [IN1312 Iinstalled R-values provided. ;❑Does Not ❑Not Observable, " . ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. Kubetz Residence Report date: 03/28/16 Data filename:T:\SA Projects-ARCH\Kubetz Cottage\Documents\ResCheck.rck Page 5 of 6 'Section Plans lterified . Field Veri, # Final Inspection,Pravisiacis' CampAles? Comments/Assumptions ,5e Req.l®, Value• Value 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result: '❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This j ;requirement may instead be met ; ❑Not Observable Evia visual inspection, in which ;❑Not Applicable ;case verification may need to ;occur during Insulation Inspection. 403.2.2 ;,Duct tightness via post- ; cfm cfm ;❑Complies [FI4]1 construction with maximum •❑Does Not ;leakage of 8 cfm to outdoors,or 12 cfm across systems. For ; '❑Not Observable trough-in tests,verification may '❑Not Applicable ;need to occur during Framing ; ;Inspection, with maximum , leakage of 6 cfm across systems ;and 4 cfm without air handler. 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ` „ t, ❑Does Not s p p❑Not Observable > ;❑Not Applicable 403:1.2 ,Heat pump thermostat installed ❑Complies [FI10]2 . on heat pumps. -❑Does Not ❑Not Observable ❑Not Applicable 463.4 ',r',Circulating service hot water ❑Complies [FI11123' ;systems have automatic or ❑Does Not accessible manual controls. t ❑Not Observable _ ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [Ft7]2' `; K %❑Does Not '❑Not Observable =❑Not Applicable 303.3 ;Manufacturer manuals for <❑Complies [F[18]3 :mechanical and water heating z ;❑Does Not ,equipment have been provided. '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ',3] Low Impact(Tier 3) Project Title: Kubetz Residence Report date: 03/28/16 Data filename:T:\SA Projects-ARCH\Kubetz Cottage\Documents\ResCheck.rck Page 6 of 6 y 2010 New York Energy Conservation Construction Code Energy Efficiency Cert'oficate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): dim Window 0.29 Door 0.30 Heating System: Cooling System: Water Heater• Mame: Date: Comments '= S 1I,.-OMSKI architecture,p.c. P.O.BOX 1294 JAMESPORT,NY 11947 VENT THROUGH ROOF (TYP.) VENT THROUGH ROOF (TYP.) PHONE(631)779-2832 FAX(631)779-2833 Proposed New Construction: ROOF Mr. & Mrs. Kubetz — — — 121, I I 1-1/21- - 1600 North Oakwood KITCHEN I 2' I I I Drive, Laurel NY WASHER SINK I 3" \ LAV.I LAV. NI G, I 2111 L V. NI G, S.C.T.M#I000-I27-06-IO TUB J W SH I I SEAL 1-1/4" I SHONER M CH SHO IERI—I/4" �- FIRST FLOOR 21I a 1-I/2" G.O I 211 20 C.0. 3 I C.O.I 3 2u 3u F.A.I. 1311 3 I"I,G.O.I G.O� 3" I I GRADE ' " ii I 311 4 C.O. 3 311 .411 MOUSES 3" (TRAP / I 1-1/2 3" TO SCND �� APPROVED Copyright 2011.STROMSKI arcbltecutre,p c.All I2 L V' N I C SANITARY rights reserved.The Architect reserves the right to reproduce this design fn its entiretyor any portion SYSTEMthereof.Unauthorized alteration of these documents 1s a violation of the New York State Education law.These drawings and speciBcatlons are as instrument of service and are the property of tha Architect.These drawings SSHO ER I— and specifications are not to be used on any other project,exceptby written permission of the Architect. 3" 3° 2 3" PROJECT NO 15-ARO 05 SCALE 1/4"=1'-0+' DATE Zd ..agmWpPWY BSNT. FLOOR I G.O. DRAWN BY TLDCHECKBD BY AS 3° TITLE SUMP PUMP plLlmblrig Riser - Diagram MAR 2 9 2016 PAGE BIDING DEIN. P- 1 TowNnF,,goT7fr oT,� SURVEY OF PROPERTY SIT UA TE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No . 1000- 127-06- 10 SCALE 1 "=20' OCTOBER 15, 2014 JUNE 23, 2015 ADD TOPOGRAPHICAL SURVEY APRIL 28, 2016 ADD PROPOSED HOUSE MAY 19, 2016 FOUNDATION LOCATION \ t�N° AREA = 35,821 sq. ft. \\ FI°P (TO TIE LINE 0,822 ac. \ MP ON 06/23/15) .+° I I I Q''lormos'40 9m 0 n I 9W 6 l M1 ELEVATION HIGH WATER MARK 06/23/2015 = 1.2' ELEVATION LOWER LOW WATER MARK 06/23/2015 = -1.4' WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO a a LOW WATER BEING AT (0.0") 1 11 -1.4 CREEK BOTTOM IS 2' TO 3' (1 jx 1A5 CERTIFIED TO: \ OF MUCK JACOB T. KUBETZ \ -1.4X -22 JILL P. KUBETZ \\ \ (11 )X LOANDEPOT LLC -14 X-2.2 TELLUS ABSTRACT, Inc. N/O�F SON N 6� s oN'-'' \ S \ -,.1 (10") STEWART TITLE INSURANCE COMPANY, Inc O/ L ISO g'I • ale \ p° OLX X-1.9 LA1J OMAs A L 8 Nc6 \ \?p90\\ _ (6 ) sy°�F c LOT 103 \- 1.4 3 N° \ /\ \ \ \♦ \ OA 2�4 Ir p. NOTES: FFNME' w \ \ I ��'• G•Fo \ \ \ \ \ \♦1 x- 1 . LOT NUMBERS SHOWN THUS: LOT 50 REFER TO 15.3 ' \ \ \ 42\ �♦\- �. \ MAP OF LAUREL PARK O �. X L4 x ' c°N°�'v%y 1 \ `1 T\ FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 12-s �y1"� f / \ 1 X �G� \ \ 0.O v' 1 �, F�DN• NCE �- o �° 12.1 \ � ��� �\ ON OCTOBER 5, 1925 AS FILE No. 212 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X,q.q X /� \ao ( ��-�' max\ \ ��°� °off, EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 ?�Z T EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -s- - - - °�� \ / \�' I \ \ \ \♦ 4.9 \ X / _ FIRST FLOOR 15.4 / \ A9° ! I \ \ \ \ \ \ \ `kC° cP \ G.FL. - GARAGE FLOOR o °Nc. \ \ r 124 \ \` \ °` \ \ T.B. - TOP OF BULKHEAD Z5. \ \ X / X \ \ \ \ \ \ �\ \ `\r'o \ X_ T.W. - TOP OF WALL F� vx\ _ B.B. - BOTTOM OF BULKHEAD B.W. - BOTTOM OF WALL O Z \ X \ \� OP'( � v, .A \ / I oVN a X V \ 3. FLOOD ZONE INFORMATION TAKEN FROM: 127 j \ __4 ccNCoPEfo r'DpiloN 5 X,z.9 \\ \14 \ \ �� v'�o\\ FLOOD INSURANCE RATE MAP No. 36103CO483 H 2 \ \/ 1 �Z r'O0 °2 \ \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED a2 e9 '� � ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD ¢ / �Pfi� 1 Z w \ `r \ �O WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN / 1 / �l \ O 0 1 < �1. \%\ \ `` 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ° �0.' N �• N N \ x �, ♦ �^ \ 9 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 6.3 J\ \ d G \ -1.1 -P I X 11.3 \ / i �. / / ) X- I \ \ \ �� \ XX- q Y / \. v X 13.1 x- �� / \ / x X OT O / \ / \\ \ \ -1.4 SA TA v / P •� v c % "A // // °FF/// / 7.1XI \ \ \ \ N 0.2 9 22 v XA X y� I 1 I LOT / X o I,o � a\ fa I I ' / I I � � � \ F19N• --8 >^ Z \ 1 / 9 O \ \ \ -rp�R 10 E SAND �' ` h� o � \, ► IAN PREPARED IN ACCORDANCE WITH THE MINIMUM 15.7 ? QQ'20 STANDARDS FOR TITLE SURVEYS-AS.FSTABLISHED BY THE L.I.A.L.S. AND.<APPROVED„AND'ADOPTED aR SUCH USE o Cj 6g TIITTLE ASSOCIATION. Or S EW'YORK STATE`IAND C ar!.. CT' `•r. .1. 00 Vill 0.0 Lo ' v oASF QL:pRIVEWq y Z Y' 7 E. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION • ® TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III O, EDUCATION LAW. j� ^ SECTON 7209 OF THE NEW YORK STATE " Land Surveyor THE LAND SURVEY 'SO O COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SEAL SOHALL INKED NOT BEECONS DERED V $� TO BE A VALID TRUE COPY. ® L ' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. y IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jannesport, New York 11947 Jamesport, New York 11947 35-047C • I� ��- IS- oc�g SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 127-06- 10 SCALE 1 "=20' OCTOBER 15, 2014 JUNE 23, 2015 ADD TOPOGRAPHICAL SURVEY APRIL 28, 2016 ADD PROPOSED HOUSE MAY 19, 2016 FOUNDATION LOCATION Napo SEPTEMBER 20, 2016 FINAL SURVEY OCTOBER 6, 2016 UPDATE DRIVEWAY LOCTION AREA = 35,821 sq. ft. \ ��P (TO TIE LINE 0.822 CIC. ON 06/23/15) I I CER TIFIED TO: JACOB T. KUBETZ SEPTIC SYSTEM TIE MEASUREMENTS i JILL P. KUBETZ I LOANDEPOT LLC HOUSE H©USE I ELEVATION HIGH WATER MARK 06 23/2015 = 1.2' TELLUS ABSTRACT, Inc. CORNER ❑A CORNER[ I ELEVATION LOWER LOW WATER MARK 06/23/2015 = —1.4' STEWART TITLE INSURANCE COMPANY, Inc i WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO SEPTIC TANK 17, 35, LOW WATER BEING AT (0.0") COVER I LEACHING POOLI COVER 1 31' 46' 1 LEACHING POOL \ CREEK BOTTOM IS 2' TO 3' (14") COVER 2 25' 34' OF MUCK \ \ SUFFOLK COUNTY C;rFr',RTlV?ENT OF HEALTH SERVICES — APPROVAL OF Cv� STRJCTE0R1CKS FOR OR SO (10") D AFAMILY 'CE N/0/AL PP (6 > vD 1 i20a6� p9, HS. No. D04 0TSOOCT 1 3 2016 The sew3gn disposal and watE,supply tdr,',es 21 dit 1=tr,1.h-,!!&'-In A 51 �•\ inspected zndler cer115ed t:y this Depar!m=l or otar yrldes am1 to LOT �� \ °° be satistactcy F02 A MAXIN4UlvS Q:; , BEDROOMS. �� ,�// ` �o �o DUMDING DEPT. r TOWN OF SOjJTHOLD lter J. Officeaof V>lostevrarte M n 't�:f-4 \ � I ME NOTES: FRHEp w �w. ♦1 \�� `� 1 . LOT NUMBERS SHOWN THUS: LOT 50 REFER TO ' ♦ L �. MAP OF LAUREL PARK n OpNC�/A�y ��� ♦ ` FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ems`°� a \ Imo\ ON OCTOBER 5, 1925 AS FILE No. 212 eo$ZO Po�N' \ ��° \9s \ �\ 2. FLOOD ZONE INFORMATION TAKEN FROM: 1 0 -� vn —\ aoN°s mss\ FLOOD INSURANCE RATE MAP No. 3610300483 H v .' v P{ N 6g ARE f�NGE coG,, \ o / O I sSEP I cN \ �o��Z \ ° . - I s \ moo \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ® °pN°• \NG e \ �� ` �°� J \\ 1 SQUARE MILE; AND AREAS PROTECTED, BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. `=o \\ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. P° \ y R \ , Lp oL 03 0 G 4 0111 °. \�NJ n• 8Q T31Nj \ J ♦♦ II,Gy� \ \\ �9F� \ N o `� / ♦ \ ° j PORC/ N o o / 2 ♦ °y oa"^ �y0 d// ♦ ,111, c \ O �\ 0% ,2' \ 7% \ \ y� \ \ 1,2 2°9 'o �. c^ \ \ LOT ♦ ' \ P. ° \ �� \ \ ♦♦ �� \ 6 \\ — v o�c1� f� / O / \ \ ♦\ ate \ .mss. \\ �CP ` Q° 0 A K Q g Q .p \ LOT \ \ T O \O R�MP,NS N�O� AND \ J PREPARED IN ACCORDANCE WITH THE MINIMUM e STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o O() BY THE L.I.A.L.S MO'RPPROVE AND ADOPTED S 6g FOR SUCH Y�FE NNORK STATE LAND ° o o TITLE ASS A ' ` �I►F7 YtWAY Y? ♦` LAOWO y N.Y.S. Lic. No. 50467 Q��Q Nathan T f �O ® � UNAUTHORIZED ISEATV VIOLATION OF ION a t Corwin l l l O. M ^ SECTION 7209 OF THE NEW YORK STATE N �,/1 EDUCATION LAW. Land Surveyor 0 COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED TOEBELAAND VALID V ROUE C DYED SEAL OR v CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. (� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. y IS PREPARED, AND ON HIS BEHALF TO THE OV TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-047D f DOOR SCHEDULE A-6 EXTERIOR DOORS �..,.. .• SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS T-6' OI 3'-0'x6'-B' THERMA-TRU HINGED CM60 20.0 20.0 " 17'-0' 13'-8' 16'-10' O b'-0'x6'-IP ANDERSEN GLIDING FWG60611 15.31 S.F. 40.76 S.F. architecture, C. 7'-3' -7 7O 3'-0'x6'-8' LARSON SCREEN 416FV WA WA P.O.BOX I254 JAMESPORT,NY 11947 y 0 3'-0'x6'-II' ANDERSEN HINGED FW1431611 16.722 S.F. 20.64 S.F. (� PHONE(63I)779-2832 FAX(63I)779-2833 INTERIOR DOORS D l� DIV F SYMBOL SIZE TYPE REMARKS 1 r - - - - - - - - - - - - - - - - - i � , •p 1 O 2Ex6� HINGED � I� - 3 2016 2�x6lz HINGED DING DEPT j--- 1 I 30' MAX STEP FOOTING ( 1 O 2 x 6 HINGED ,, OF SOUTHOL 9 I/2' TJI PRO 230 FLOOR JOIST As REQUIRED I I �A 2 x 6 HINGED a �\m CIO @ 12 ON CENTER -4 s 13'-0' I .B� 1 = 6 KET O 5¢X6 BYPASS i I in m I I Z2' POURED I O 2Z x 6 BARN COORDINATE APPROPRIATE HARDWARE/ 2'-0' FINISH OPENING CONCRETE SLAB N ❑I I UNCONDITIONED SPACE I I pxlY0 ALUMINUM OR O 2 x 6 HINGE YNR FIRE RATED INSULATED UNIT W/ 5ELF CLOSING HINGES I I PROVIDE 36'x24' I I ( I THERMOSTASPRING T ALUMINUM CORRUGATED � NOTES:1. ALL BEDROOM AND BARN STYLE DOORS TO BE SOLID CORE DOORS. NIGH ACCE55 I co,4 WINDOW WELL .J- PROE 1 OVIDE GIRDER I (2) 13/4' X 9 I/2' " I 30• MAX STEP FOOTING Proposed New Construction i CKET AS LVL FLUSH NDR . AS REQUIRED 3 for: QUIREDYPICAL) - -� L- - - - - - - - - - - J L - - -`� - - - �(2) 1 3/k" X 9 I/2 LVL 1.9E DROP GIRDER Mr. and Mrs. L3- -1 71 c~n PROVIDE GIRi�ER ! = I 2 _ � Kub etz POCKET AS !� I I @-I RIs 30• MAX sr FOOTING I WINDOW SCHEDULE I REQUIRED N AS REQUI SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS RET1ARKs 1 "•. I �� (TYPI I 1 � OF PIER TO ADJUST 14EI1 I NI II N Sj 9i ❑A ANDERSEN CASEMENT CXW245 20.0 S.F. 21.0 S.F. 26.3 S.F. YES PROVIDE 1 I I 1 c N SD �, E1N IBEARING OF BLOCK PE © ANDERSEN AWNING AXW41 2.0 S.F. 9.5 S.F. 12.0 S.F. NO GIRDER W/ MIN. I I a:a I I " O CREA A ROOM I tu'� ! CASEMENT CXW155 I J I 5� RPET !- WALL 5 ANDERSEN 10.0 S.F. 14.8 S.F. 19.2 S.F. YES CASEMENT W/ FIXED AWNING UNIT 1J SPACE FOR I - 3)�' DIAMETER ( L�; AWNING A31 SLATE OR STEEL I I -�,, STANDARD WEI ( 1 I o o PROVIDE b' WOOD STUD WALL i DETAIL ENT Cxw155 SHIMS. I - STEEL COLUMN WI 1 a' I ' - - ABOVE LOW FOUNDATION WALL. i LINE OF I I (g �`, ❑D ANDERSEN 0 S.F. 14.8 S.F. 19.2 S.F. NO FIXED CASEMENT t AWNING UNIT Y' THICK TOP AND x D� f7 =� o PROVIDE TREATED SILL PLATE I ABOVE AWNING A31 1 I BOTTOM PLATES ~ ' BOLTED TO FOUNDATION i I I TYPICAL. ❑E ANDERSEN CASEMENT CW255 18.8 S.F. 20.0 S.F. 25.6 S.F. YES 18'-4' I 1 I " $'-0' 4' V-3' 20'-3' 4' 8" 3 1 o �F ANDERSEN CASEMENT CXWI55 12.6 S.F. 13.1 S.F. 16.2 S.F. YES 8 I600 North Oakwood Drive �G ANDERSEN CASEMENT CXW145 10.0 S.F. 10,5 S.F. 13.2 S.F. YES fn Laurel New York 3 13/4' X 91 I/2 L 1.4 DROP GI ER I I SD I 2 3 1 ANDERSEN CASEMENT CXW15 WA 12.1 5.F. 14.9 S.F. YES FIXED ' - - S.C.T.M.#I 000-I 27-06-I 0 a PROVIDE GIR I F-I I --I I F� 4' POURED I I i ❑J ANDERSEN CASEMENT C135 4.6 S.F. 4A S.F. 6.8 S.F. NO 1 POCKET AS L - - J 2 113/4' X I ' VL i. CONCRETE SLAB W/ QK TAFCO SLIDING 351' x 23,y 1.70 S.F. 2.5 S.F. 5.5 S.F. NO REVISIONS I REQUIRED I� I FW 1�EAD REINFORCEMENT pQylN 4" IN1 NOTES: (TYPICAL) J - 1. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLE55 NOTED OTHERWISE. O INYSDEC COMMENTS VISED AS R I� 8'x16' DEEP WALL--"' I 1 _ � � 10-7-IS ADDITIONAL 1 I I FOOTING W/ (2) #5 IF-2 I O E REBAR UNDER LOAD I I F-3 (2)113/4 X II 7/8' LVL 1.9E DROP GIRDER I �; A-6 O DRAINAGE INFO ADDED BEARING WALL. SEE d, 3 11-16-15 HOUSE MOVED I I DETAIL 02" THIS �' i 1 :r 1 - O TWRD STREET I '� en L-1 - -� 1 N 4 11-23-15 ISSUED TO HEALTH < I PROVIDE 5 X�' °� BOTTOM O DEPT. I I I NCONDITIONED SPAGE 1 n N m o I BEARING PLATE 1 FOOTING T BE 1-10-16 REVISIONS AS PER a. 36' BELOW O HEALTH DEPT. I I I I„� I E FINISH GRADE I-26-I6 REVISIONS AS PER 4' POURED - �, SD �❑ MINIMUM, O TOWN OF SOUTHOLD I CONCRETE SLAB W/ - I r- ----- I O I ' RA OP OF WAAEL - -- ------ - 1'-0" =1!I= I I ' 1' 13.4 = ' 2-26-16 ISSUED TO BUILDING 1 RE CEM 'a, � 121 - DEPARTMENT ;I ALUMINUM 1 CORRUGATED I I '-b' 4'-3' �I' 4'-0" ' S?�1 14'-9' 40 I !�B� ;� I II I I I�- ® CHANGED TOD9'HIOGH WINDOW I __ __ (� �x P In LVL l�lE DROP IRDER - -- - - � � � 5-3I-I6 CANTILEVER ADDED _ T_ ' , �3 I I I -' I - I I B-p O TO BEDROOMS PROVIDE GIRDER L-1 I_ J I ((�T x4 WOOD - i ��, _� I - B TN I - �I BEDROOM -_ - sRw Iv GE0-GRID O CARPET 111= O REQUIRED 9i :fl CERA IC TILE I - O I =I I LANDSCAPE MESH TO Q I (TYPICAL) I I PROVIDE 100 I _� I _ PREVENT WEED Ti EXHAUST I CLOSET I 30• MAX STEP FOOTING BLS PE -'a GROWTH THROUGH I I 1 FAN VENTED I CARPET I As REQUIRED I RETAINING 8' SIGMA RETAININ = 5'-0' WALL O 70 EXTERIOR I _ _ - to • . DET AIL WALL BLOCK _ PAVING - - NG !I I _ - - - - - CAMBRIDGE P I_ O �� 2'-8' I - - - -� - - - - - - - - - - - - - STONES OR I- 9 Fj - PROVIDE - APPROVED EQUAL. CIOi COLOR TO BE I 1 SANITARY 1 I I SELECTED BY OWNER) O PUMP / \ I ... I I ( DROP TOP OF - III= 5'-0' O FOUNDATION 4' FOR �, BASE COMPACTED _ S UNI 0- I I I I I ( MASONRY PORCH PATIO 5'-0' O a _ _ _ _ O . I�=1 11=1 11=1 I , SRW UNIVERSAL GEO-GRID I I I , -III-III-III-III-III-III-° III- - - - - - - CIO - - -1 - -I- - - - - - -� t: I ;: I DROP TOP of FOUNDATION 8' -III-III-III-III-I I M-11 _ SEAL 1 1 3/4' X 9 1/2' LVL 1.9E RIM JOIST I- - I BELOW FIN15H GRADE FOR =III-III-III-III :l.t -_ ..- STEPS =1 I-III=III=111-i I - - ""�' cr LINE OF FLOOR ABOVE 1 ,,?. _ ____ _ __ IRST COURSE BURIED BELOW GRADE Fn 1 LINE OF DECK ABOVEPROVI'-8" MIN. F,R MOUNT- HANGERS FOR ADE FACE LL JOISTS TO LVL RIM J015T 3 TYPICAL RETAINING WALL DETAIL Scale: v4' 1'-0' I'-ON 6'-6' " 17'-8' A-3 MAX HEIGHT V-6" EXPOSED WALL 47'-b' N� 2 Copyright 20I5.STROMSKI architecture,p.c.All rights resererves the right to reproduce this A-6 TYPICAL CORNER HOLDDOWN DETAIL: design in its entire y or and.The Architect y portion thereof.Unauthorized g tY Y P alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are OUTSIDE CORNER CONDITION an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any i PROPOSED BASEMENT/FOUNDATION PLAN Seale: 1/4' = 1'-O' I,-3� other project,except by written permission of the Architect. A-3 (2) #5 HORIZONTAL - _ - ? PROJECT NO. IS-ARoos 1 REBAR CONTINUOUS - - � SCALE AS SHOWN DATE 3/24/IS L DRAWN BY TLD/RS CHECKED BY RS TITLE �C is e' CONCRETE WALLS o ; INSIDE CORNER CONDITION FOUNDATION CONSTRUCTION Cr �; �VERTICAL REBAR AT Proposed (2) 2' X 6' ACQ SILL PLATE WITH SILL SEAL f (2) #5 HORIZONTAL 41 1 'COP-R-TEX' TERMITE SHIELD i' REBAR CONTINUOUS 111-3" QQ__ 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE of EVERY OPENING, WITHIN Basement & 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. WELDED WIC MESH i. IB'x 10' CONCRETE FOOTING FOOTING SCHEDULE PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 8' POURED CONCRETE FOUNDATION WALLS 1 a Foundation Plan S' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT 4 2-#5 REBAR) `O � �_ �• " I �_ SYMBOL SIZE REBAR I Y' X 9 V 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) F-1 2'-b' x V-6' x I'-0' 3 - #5 1 Y" x II �' LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) #5 CONTINUOUS REBAR (3) #5 HORIZONTAL - 3-1/2 DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4 TOP AND BASE REBAR CONTINUOUS F-2 2'-6' x 4'-2' x I'-o' 3 - #5 PLATES F-3 2'-0' x 2'-0' x 1'-0' 2 - #5 SEE SCHEDULE FOR POURED CONCRETE COLUMN FOOTINGS 4' POURED CONCRETE FLOOR SLAB W/ REINFORCEMENT -ADJUST LOCATION OF CORNER NOLDDOWN TO ALIGN SHEET 2' POURED CONCRETE CRAWL SPACE SLAB WITH CENTER LINE of EXTERIOR WALL ABOVE -CORNER ANCNCR STRAPS EMBEDDED IN FOUNDATION VINYL BASEMENT WINDOW ! CAN BE USED IN THESE LOCATIONS AS WELL. A - 3DAMPROOF FOUNDATION BELOW GRADE 2 INTERIOR WALL FOOTING DETAIL scale= 1/4" = P-o' 4 9 FOUNDATION WALL DETAIL Scale: v4" = P-o' PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 A-3 A-3 S r �--5 J, S-KI architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 N ' ROOF SHEATHING 2'x[0' ROOF RAFTER @ 16 0/C D �� r i I //—(2) 1 Y4 xli 7/8 1.9E LVL RIDGE BEAM (3) I %N20' 1.9E LVL RIDGE BEAM h�AY 1 9 2016 i BITII,DING DEPT. TOS'OF SOUTHOLD W ROOF SHEATHING _ 2'x10' ROOF RAFTER @ Ib 0/C u+ 2'x8' CEILING JOIST @ 16 0/C 68' PVC FASCIA NO PVC FASCIA Proposed New Construction SUB FASCIA BLOCKING 2'x8' RIPPED TO FIT , for: 12' VINYL BEADED SOFFI tD 66' PACK OUT I/2' GYPSUM BOARD 2'x4' SOFFIT NAILER Mr. and1�/Irs. 610' PVC FRIEZE BOARD RIPPED 2'x4' STUD TYP. .� I/2' PLYWOOD SHEATHING i Kub etz ........... MATERIAL NOTES ROOF CONSTRUCTION La 91�' Til PRO 230 F.J. @ I6 0/C [/2+ GY(pS 91¢' TJI PRO 230 F.J. @ 12 0/G 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 30 LB. FELT L(3) 1 Y4'x9 Xi' LVL LAE DROP GIRDER BOARDS 5/8 EXTERIORAPER GRADE PLYWOOD SHEATHING 2'x4' STUD TYP. (3) 1 W x 20' 1.9E LVL RIDGE BEAM rT (2) 1 Y4' x 14' 1.9E LVL RIDGE BEAMj (2) 1 Y4' x 11 7/8' 1.9E LVL RIDGE BEAM I600 North Oakwood Drive 7 2' X 10' ROOF RAFTERS @ Ib+ ON CENTER 3 I/2' DIAMETER STEEL COLUMN 2'X 8+ CEILING JOIST @ 16' ON CENTER Laurel, New York (STANDARD WEIGHT) WITH 1/4' 2 X 4 COLLAR TIES AT 16 ON CENTER PLACED 1/3 OF THE ATTIC S.C.T.M.#1000-I 27-06-I 0 " HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) 8 CONCRETE WALLS THICK TOP AND BASE PLATE 18'x10' CONCRETE FOOTING PROVIDE ALUMINUM FLASHING AS REQUIRED q REVISIONS ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO 4" CONCRETE SLAB O 10-2-15REVISED COMMENTS R WALL CONSTRUCTION 2 10-7-I5 ADDITIONAL O l DRAINAGE INFO ADDED L _ — J NATURAL CEDAR SHAKE SIDING OVER %' HIGH DENSITY FAN FOLD 3 11-16-I5 HOUSE MOVED A BLUESKIN OR EQUAL AIR. INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING a TOWARD STREET 1 PROPOSED SECTION I Scale: 114' = I'-0' 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' I I-23-I5 ISSUED TO HEALTH A-b X 4' TOP PLATE ) DEPT. 2' X 6" WOOD STUDS @ 16' ON CENTER WITH 2' X b' SHOE AND DOUBLE 2' s I-I0-I6 REVISIONS AS PER X 6' TOP PLATE (AS SHOWN ON PLAN) HEALTH DEPT. 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE I-26-I6 REVISIONS AS PER RE515TANT WALL BOARD AT ELATHIROOMS) 6 TOWN OF SOUTHOLD 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING2-26-I6 ISSUED TO BUILDING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND ) DEPARTMENT ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 5-I8-I6 FOUNDATION GRILLE PATTERNS) ®CHANGED TO THIGH PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION O CONNECTORS AS PER SHEET W-2. O FLOOR CONSTRUCTION O O FLOOR FINISHES AS PER PLAN O 2"x10' ROOF RAFTER @ 116 0/C 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED (2) 1 V+x14" 1.9E LVL RIDGE BEAM FOR SPAG2NG JI 230 FLOOR A JOISTS AT 16' OR 12' ON CENTER SEE PLAN O (3) I 'x20' 1.9E LVL RIDGE BEAM O FOUNDATION CONSTRUCTION O (2) 2" X 6' ACQ SILL PLATE WITH SILL SEAL O 'COP-R-TV TERMITE SHIELD 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. x4' OLLAf TIES P I6 /C PROVIDE HOLDDOWN AS PER SHEETS W-I AND W-2 O 8 POURED CONCRETE FOUNDATION WALLS 2'x6' RIDGE BEAM8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT 4 2-#5 REBAR) 2'xa' COLLAR TIE SEAL � I Y4' X 9 V 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) f 2"x10' ROOF RAFTER I Y4' x 11 V LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) GYPSUM BOARD 3-I/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' 70P AND BASE PLATES t 4 POURED CONCRETE FLOOR SLAB W/ REINFORCEMENT I'x8' PVC FASCIA l� SEE SCHEDULE FOR POURED CONCRETE COLUMN FOOTINGS �' ROOF SHEATHING 2' POURED CONCRETE CRAWL SPACE SLAB + + VINYL BASEMENT WINDOW , ! �":.�_ � (2) 2x10 HEADER .y I'M' PVC TRIM DAMPROOF FOUNDATION BELOW GRADE p® 1"x8' PVC FASCIA PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 PVC WRAPPED POST PVC WRAPPED POST INSULATION NOTES PVC DECK RAILING R-22 INSULATION WITH WIRE TIES AT CELLAR CEILING 64' ACQ POST R-30 INSULATION AT FLAT CEILINGS ,,Y $ ��/G i Ll Xi GYPSUM BOARD W/ R-21 INSULATION AT SIX INCH EXTERIOR WALLS � .",,� 1y� STONE CLADDING Copyright 20I5.STROMSKI architecture,p.c.All rights %" FLOOR DECKING reserved.The Architect reserves the right to reproduce this 9� TJi PRO 230 F.J. design in its entirety or any portion thereof.Unauthorized 7+' T4G 50 FLOOR 2+x10' ACQ DECK JOIST alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. / I/2' GYPSUM q PROJECT NO. IS-AR005 / BOARD SCALE AS SHOWN DATE 3/24/I5 — — — — — — — — — — — / 2'x4' STUD TYP Z DRAWN BY TLD/RS CHECKED BY RS RIGID FOAM 2 #5 REBAR BOARD TITLE 3 1/2" DIAMETER STEEL COLUMN r (STANDARD WEIGHT) WITH 1/4' 8' CONCRETE WALLS THICK TOP AND BASE PLATE 10'x18' CONCRETE FOOTING 4' CONCRETE SLAB � 1 _ _ _ _ _ _ _ _ _ _ _ _ j Sections — 2 PROPOSED SECTION 2 Scale: I/4" = 1'-0' SHEET A-6 A - 6 91)6(d ELECTRICAL INSPECTIO."J REQ 17'D APDRO !-D AS 1110"MD DRAINAGE INSPECTIONS ARE engineering at 7C 1560 le)..P.# Contact TOS En rf R -7) NA S 1 1, DATE: I Zt o-D b te FEE: Backfill,OR Provide Engineer' 'ertification architecture,p.c. swim NOTIF' BUILDINIS DEFARI I T AT that the drainage has been Inst !ad to Code. 735-1802 8 AM TO 4 FM FOR THE 70L[C%VING INSPEC P.O.BOX 1254 JAMFSPORTITy 1.141 7,,'10 REQUIRED TRUSS PLACARDIN'G IREQUX 41i PHONE(631)779-2832 FAX(631)779-2833 JC;C`:`FAETE F!",!,VING2 PLUMING TIDN 0 PLUMBER CER OA TICN 4. r_i� :d, - CON��77-­CU70N MUST G.O. ON LEAD CONTEN BEFORE -UPANCY CER TIFIUA TE OF 0 "PA11 I,!EFT TH'E K 1600IN01"'"" O1" DRIVE LAUREL INEW Y01SL R Q UO E T Z D "t, C 0 D rES OF NSW SOLDER USED h' �V41rR Y C R I� ISTATE. IN, RESVONSOLE FOR S UPPL Y S YS TEA I DESIGiN 011 CO'NSTRUCTION ERRORS. EXCEED 2110 OF COMPLY WITH ALL CODES OF PLUMBINC NEW YORK STATE & TOWN CODES ALL PLUMBING WA'�M AS REQUIRED AND CONDITIONS OI &WATER LINES N!�J.D I M�^Iiql-m TASTING BEFORE C0V--R!NGr e-t=I iVLLI i V...�1-141 SOUTHOLDT )WN TRUSTEES Proposed New Construction for: DO NOT PROCEED WITH FRAWNG UNTIL SURVEY r. and Mrs. OF FOUNDATION LOCATION --- OCCUPANCY OR HAS BEEN APPROVED. Rubetz IJSE IS UNLAWFUL �I 11 1 11 IT 11 ]111 111111 11111 I I I I I LLI I I I I I I I I I I III VITHOUT CERTIFICATE OF OCCUPANCY M Ho ELEVATION HIGH WATER MARK 0612312015 - 1.21 ELEVATION LOWER SHOWN MARK 06/23/2015 -1.41 WATER DEPTHS SHOWN IN INCHES ARE REFERENCED To 1600 North Oakwood Drive I T PROPERTY INFORMATION PERCENTAGE OF LOT COVERAGE OVER N0N-WFJLANQLAREA; LOW HATER BEING AT (0.0") Laurel, New York LOT AREA: 35,821 50AU FEET PATIO - 325 S.F. S.C.T.M.#I000-127-06-IO S.C.T.M#: M-127-06-10 BRICK WALKWAY - 116 S.F. ZONING: RESIDENCE RA-80 BARN - 609 S.F. -1.4 CREEK BOTTOM IS 2' TO 3- REVISIONS LOCATION: NORTH OAKWOOD DRIVE, WILDING FOOTPRINT - 1,W S.F. OF MUCK LAUREL, NY DRIVEWAY - N/A 2,9q3 S.F. / 34,200 S.F. X IOOZ- 8.75% k% 0 10-2-15 REVISED AS PER IMPERVIOUS SURFACE AREA: I ,� 3. , -1.4 NYSDEC COMMENTS PATIO - 328 S.F. F0 (0- _-2.2 10-7-15 ADDITIONAL DRAINAGE INFO ADDED so *AT -1.9 BRICK WALKWAY - 116 S.F. 00 11 -16-15 H BARN - 6N S.F. RA v 09 (6") 11 OUSE MOVED T 1,718 S.F. TOWARD STREET BUILDING FOOTPRINT IA�l Q T110 �? A 11-23-15 ISSUED TO HEALTH DRIVEWAY N/A C4 2,9% S.F. 35,821 S.F. X 100%- 8.35% DEPT. ocy I,0TO AIL RopoSED PLAJTORM (,,Pyl -,Z-)1-10-16 REVISIONS AS PER NUMBER OF PROPOSED BEDROOMS: 4 HEALTH DEPT. SANITARY SYSTEM DESIGNED FOR UP TO FOUR BEDROOMS "_ L 1-26-16 REVISIONS AS PER TOWN OF SOUTHOLD C6 IN 2-26-16 ISSUED TO BUILDING I \ 51001p, EXISTING BARN DEPARTMENT 0 0 0 .5q. No WELL5 WITHIN 1501 ALL RADIUS OF _14 4.2 -1.4 44 12.. W WA X NORTIMST CORNER LKW T\� ouTuNg OF EXISTING'. 0 e, 0 &I MOUSE'TO BE RAINWATER \ SCHEDULE OF ABBREVIATIONS rocs X 15.8 BASINs��s 71 DEMOLISHED B, DIAMETER 1,6OOG Ir , wplk 1� I I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 01'bt 1, SEPTIC TANK N `1, 4.9 I'll -1.4 ASH DROP A.D. % VC < A.F.F. ABOVE FINISH FLOOR ICE SHIELD SUBJECT TO DAMAGE FROM WINTER DESIGN FLOOD GROUND WIND SPEED SEISMIC TEMPERATURE UNDERLAYMENT BM. BEAM RE HAZARDS to 10, MIA, (D LE SNOW LOAD (MPH) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED BRG. BEARING CP DIAMETER, ------ C.J. CEILING JOIST ACHIN6TOOL 0 0 CUBIC FEET PER MINUTE C.F.M. Ir \\ 120 B SEVERE MODERATE SLIGHT TO YES N/A CLOS CLOSET X 20 36' TO HEAVY MODERATE CON. CONCRETE C.O. CLEAN OUT -1.4 + + C.M. CARBON MONOXIDE DETECTOR +\ + + B CK PATIO TO NA-1 0 `r O + CSMT. CASEMENT + + 1 + C.T. CERAMIC TILE ++ + + + + + P-6 ,'%i \1, \\ \ A \ \,I + . � I V +++ ZLd I , D. DRYER + ------------ + 4L DOUBLE D.M. ,ryV DIAMETER + + + ++ + + + DIA. N 04 SEAL TAf3I_E 0 CON ENS + + PATId 9u, N -1 E D.J. DECK JOIST + + <1\ 14 FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL DN. DOWN +++++++++ + DW. DISHWASHER 0 + + + ++ + + FRESH AIR INTAKE 5 ++++ A-I - PROJECT INFORMATION GROUND FLOOR SQUARE FOOTAGE - 0000 SOFT. 786 SWIFT 786 SQ/FT F.A.I. X + +++++ + + 4 13.9 +++++++++ + -------- FDN. FOUNDATION X + . . . 10. 119 + ------- -3 - FOUNDATION/BASMENT PLAN TOTAL LIVING AREA 0000 SOFT. 2,567 SQFT. 2,567 SOFT. FLOOR ++++++++++ + + A-2 - DEMOLITION PLAN FIRST FLOOR SQUARE FOOTAGE - 0000 SQFT. 1,7BI SOFT. 1781 SOFT. F.D. FLOOR DRAIN 0 + 70.0 --- ---14 F.J. JOIST + + A-4 - FIRST FLOOR PLAN -CLOSING NO PR VATE WELLS . . . + +BELOW GRADE 'll B -5 - ROOF PLAN A FTG. FOOTING + + + + A-6 - BUILDING SECTIONS AND NOTES FP.S.C. FIREPROOF, SELF OFtANITARY ++++++ + + + + +/+ WITUN 1500 RADIUS . . . . . . + + i+ + BRICK 10"T BASEMENT R GALV. + WALKWAY FXD. FIXED . . . ... A-7 - BUILDING ELEVATIONS GALVANIZED TER + + + A-6 - BUILDING ELEVATIONS ok. X A�L GL. GLASS +++++BAS1W HTH+GRATE,+++/++ W-1 - DETAIL WALL SECTION AND ELEVATION ?1F 1\ %\ + H.B. HOSE BIBB +++++++(:WER . . . . . 7. + ++++++++ + + X + + + W-2 - TABLES SCHEDULES AND DIAGRAMS PRESCRIPTIVE DESIGN MET(-(ODS H.C. HANDICAPPED . . . . . .. . . . . �, +/ +++++++++ . V 1. 100 + + +++++++++++++ + + + + + + 4++++++++++ MDR. HEADER I + + . 120 MPH WIND ZONES - IR% . . . . . . . . . . . . . . . . . . . . . . . . N.M. HOLLOW METAL . . . . . . . . +I 1\ 7.7 N I + + . . . . . . . . . . . K.S. KITCHEN SINK it / - I. . X + + ++ ++\"+ + + OP96E OU INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO + l"+ + ++ ------- LAV. LAVATORY +++ &+ 04"E FAMILY DWELLINGS (2001 EDITION) + + L.C. LINEN CLOSET " .0. 8.3 Copyright 2015.STROMSKI architecture,p.c.All rights q + + -------- reserved.The Architect reserves the right to reproduce this MECHANICAL 4 ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. I TE11'. portion thereof.Unauthorized MINIMUM design in its entirety or my MIN. 14.7 LOCATION W-1 AND W-2. MAX. MAXIMUM (134) X1.1 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are DESIGN LOADS MWG. MOULDING 13.4 -------------- an I. FLOOR AND ROOF DIAPHRAGM BRACING REWIRED. PERPENDICULAR BLOCKING AT 41-01 .0_4 X instrunient ofservice and are the property ofthe Architect. These drawings and specifications are not to be used on my M.O. MASONRY OPENING A other project,except by written permission of the Architect. INTERVALS (MATCHED WITH SUBFLOOR EDGES MUST BE PROVIDED WITHIN THE LAST TWO NOT IN CONTACT USE LIVE LOAD [LB/SQFT.] DEAD LOAD ILB/SQFT.3 BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 2. ON CENTER O.C. O.M. OVERHEAD PROJECT NO. is-AR005 EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. SHEET W-1 TABLE 3,35 AND lot. - P.C. POURED CONCRETE ► % �5.; i I PROVIDE 1-114' X 20 GAUGE METAL STRAP FASTENED AS PER 11 11 i 7 ---------------- DECKS 40 10 6A / �4 SURVEY INFORMATION TAKEN FROM SURVEY SCALE AS SHO 3/24/15 DRAWINGS ON SHEET W-2. R. RISER RAD. RADIUS LO DONE BY: NATHAN TAFT CORWIN III LAND SURVEYOR 50 10 0 �16 11. "1 1/ 11 PASSENGER VEHICLE GARAGES REF. REFRIGERATOR DRAWN BY TLD/RS CHECKED BY RS 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE DATED: JUNE 23, 2015 REINF. REINFORCED WITH ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF 514EET W-1 TABLE 3.1, 33A. NEIGHBORING WATER SUPPLY INFORMATION VERIFIED WI S R.F. RESILIENT FLOORING nk 00 "1 1 i / ! SUFFOLK COUNTY WATER DEPARTMENT BY SURVEYOR ATTICS WITH STORAGE st !i 1 11 1, TITLE 20 10 R.R. ROOF RAFTER IFflIx ---------8 4. MOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN ---------- SMOKE DETECTOR S.D. 40 10 SHEET A-2 AND SHEET W-I DRAWING I. ANCHOR BOLTS ARE EMBEDDED IN THE i _----------------------------- ------------------------ ROOMS OTHER THAN SLEEPING ROOMS SM. 4 PL. SHELF 4 POLE • FOUNDATION AND BROUGHT UP T14ROX44 THE SILL PLATE. 30 10 SHWR. SHOWER 9 SLEEPING ROOMS SOFT. SQUARE FEET ------------------------ ----- THING FASTENING SCHEDULES ARE PROVIDED ON SHEET 10 5. ROOF, WALL AND FLOOR SHEATHING TONGUE t GROVE 40 TtG STAIRS W-I TABLE 3.1. TERRA COTA IOT Project T.C. 10.2 GUARDRAILS AND HANDRAILS 200 10 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS ?w ---- -------10 50 10 T.O. TRIM OPENING .* GUARDRAILS IN-FILL COMPONENTS SPECIFICATIONS. 10, TYP. TYPICAL ' 0 141OL41) C WAT Information FIRE ESCAPES 40 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELD S14A iJI3111 SHEET W. WAS14ER \7 UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3A ON N.C. WATER CLOSET .0 W-2. WD. WOOD 15.7 cg) ?'13 STORMWAT W.F. WATER FOUNTAIN RE112MON CALCULATION: B. ALL STRAPPING CAN BE INSTALLED OVER 514EATING ONLY IF THE FASTENERS IDENTIFIED .3 -2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER ro(y BASED ON 21 RAINFALL CONTAINMENT IN THE NAILING SCHEDULES ON SHEET W `;A 0,0 W.I. WALK-IN Y1 IMPERVIOUS SURFACE - 2,993 S.F. WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.W.F. WELDED WIRE FABRIC 2,993 S.F. X .166 FEET - 406 CUBIC FEET lo A CONTAINMENT REQUIRED: SHEET VASPfki DR 406 C.F./ 42 C.F.(PER LINEAR FEET OF 81 DIA. RING) 12 FEET OF COMBINED DEPTH il, Y U 717% It VA IL4 PROL 0 El # C 11AR1 , T AT C r T! i 11 'R T� CONTAINMENT PROVIDED: .0 (3) 8' DIA X 5 FEET DEEP STORM RINGS 0.0, A - I SITE PLAN Scale: P = 20'-0' A-1 °_J A..... _.._ I architecture, p.c. � w; x P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 p4 C 7 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES , SHALL SUPERSEDE THESE DRAWINGS. DEMOLITION NOTE: 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE � AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. I. BE SURE ALL HARMFUL AND HAZARDOUS MATERIALS ARE REMOVED FROM SITE IN A LEGAL AND SECURE 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL MANNER. REMOVAL OF SUCH MATERIALS TO BE IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. ACCORDANCE WITH LOCAL JURISDICTIONS REGULATIONS. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 2. ENSURE ALL UTILITIES TO EXISTING RESIDENCE ARE TERMINATED FROM THE SOURCE AND WILL ALLOW _ _ 4. ALL FOOTINGS SKALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY FUTURE CONSTRUCTION OF NEW RESIDENCE. I- / i MINIMUM. 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS Proposed New Construction II I AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM for: II I 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, No, 2 OR BETTER. E=1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER []Mr. and Mrs. LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb-2,600 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN 1 I fb-2-�° psi. Kub etz r- -- -- -- - - -- - - --- I r------ - -- - 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS 4 LI I I I I RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. LL ` I 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS IN, I AND 3-2'X10' @ 6' WALLS OR AS DESIGNATED ON THE PLANS, EXI5ING RESIDENCE \\ I 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' 1,497 S.F. _ _ I ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL n I I I I I REGULATIONS. zJ L - -t I I 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND ' 1600 North Oakwood Drive - - I Li - � I� - - - ----- - - I I I AT GARAGE As REQUIRED. III I I Laurel, New York 11 I I I I I 12. WRITTEN DIMENSIONS TAKE PRECEDENT CHER SCALE. S.C.T.M.##I000-I27-06-I O 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED Li FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN : REVISIONS CONNECTION WITH TRFATED MATERIAL. < 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND I IO-2-IS REVISED AS PER BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF ;�O NYSDEC COMMENTS CONCEALED SPACES TO 10'-0' VERTICALLY t 101-01 HORIZONTALLY AS O I0-7-I5 ADDITIONALDRAINAGE INFO ADDED I I \ I DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. 11-16-15 HOUSE MOVED r 1 I I 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE O TOWARD STREET ' �_____ _-_- ARE TO BE REMOVED FROM THE PREMISES. 4 II-23-I5 ISSUED TO HEALTH _ O DEPT. EXISTING HOUSE TO BE -J - 16. ALL ITEMS LISTEI�5 BEING RETAINED FOR RE-USE ARE TO BE REMOVED I-I0-I6 REVISIONS AS PER DEMOLISHED AND REMOVED I (-- - -- - -- I I I I IN SUCH A WAY AS NOT TO DAMAGE OR OT14ERW15E RENDER THE ITEM O HEALTH DEPT. IN ITS ENTIRETY. UNUSABLE. ALL 1TEM5 ARE TO BE STORED AS DIRECTED BY THE OWNER AND I L- _- _-_- PROTECTED FROM DA`,U;GE BY WEATHER AND/OR CONSTRUCTION. O I-26-I6 REVISIONS AS PER TOWN OF SOUTHOLD 17. THE CONTRACTOR SI4ALL REVIEW THE ENTIRE PROJECT AND SHALL BRING 2-26-I6 ISSUED TO BUILDING L_J I I I I I J II I ANY DISCREPANCIES TJ THE ATTENTION OF THE OWNER AND ARCHITECT 7 DEPARTMENT U I I II I PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FFLD CHANGES WHICH VARY FROM THE CONSTRUCTION O DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN O \ I OBTAINED. 18. CONTRACTOR TO fROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE _�O - THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING 13 risers up I CONSTRUCTION. O j F�I-1 T m M n I 19. THE CONTRACTOR,SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF EXCAVATION AND CONSTRUCTION. I I I I I I I I I I I .. L- -_ _ -____ J L_ - -- _ 0 L L L U-I � 11 - I 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT 1 - - - -- - - - --- - WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND O 9 I I L- CLOSE-OFF NON CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. O LL 114E OWNER AND CONCT DECIDE ON AN ACCESSPO21. PRIOR TO START OF OITSTO THE SITE AND WHERE ON TTHERSI EORTO ALL ` O SSTOREMITE EATE CONMATERIALS. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE O 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY O AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. O 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR I II RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. , SEAL 24. IF DURING T14E ON PHASE OR COURSE OFI I I SITUATION 15 ENCNTERLEDIWHIC 4 COULD NOT BE DETERMINED PRI ON IOR TO t / L - - - - -_ _ _ J L___, I OUCONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT I gSD A C 1 r - - -- _-I T I FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 25. THESE DRAWINGS AND SPECIFICATIONS NAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE s ` I< IIII 11 I I I REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. �U� I :. III I '�o� I ( I I 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. (� _ _ BOLTS @ 24' O.G. HORIZ. 5 , L-- _- - - ---- -- _- L-- _ _ - - J BOLTS 2' IN FROM AND STAGGERED OF BEAM D BOTTOM, CENTERLINE OF • � r-- -- - -� -� 27. 'TRUSJOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York L-- ----- --- - ---- - - - - J MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN State Education Law.These drawings and specifications are CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN J015T LAYOUT an instrument of service and are the property of the Architect. FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. These draw ngs and specifications are not to be used on any other project,except by written permission of the Architect 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. PROJECT NO. I7_777 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE SCALE AS SHOWN DATE 3/24/Is DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. DRAWN BY TLD/RS CHECKED BY RS 31, IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE TITLE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. i DEMOLITION PLAN Scale: 1/4' - I'-0' 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION.THE A-2 THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER ISDemolition I-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. Plan SHEET A - 2 DOOR SCHEDULE h A-6 EXTERIOR DOORS SYMBOL 51ZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS : �v 1-6" Ul 3'-0'x6'-8' THERMA-TRU HINGED CCA260 20.0 20.0 17'-0' 13'-8" O architecture, p'C• 6ixb-IIr ANDERSEN GLIDING FWG6%II 15.31 S.F. 40.76 S.F. 8'-6' 8'-b° 6'-10' 6'-10' 9'-7' 7'-3' O3 31-0'x6'-8' LARSON SCREEN 416FV WA WA OY11947i 3'-0'x6'-II' ANDERSEN HINGED FWH .O.BOX I254 JAMESPORT31611 16.72 S.F. 20.64 S.F.$.F. PHONE(63I)779-2832 FAX(63I)779-2833 - - - - - - aD - - - -K�- - - - - - - - - INTERIOR DOORS `• L - - - - - - - - - - - - SYMBOL SIZE TYPE REMARKS r - - - - - - - - - - - - - - - - - I �° - - - - - - - -' - a 2`x64 HINGED OB 2�x 6 Q HINGED I I 11 30' MAX STEP FOOTING I I O 124x 6 I4INGED " i3 ~'. 9 1/2' TA PRO 230 FLOOR JOIST I AS REQUIRED ' ° O 24 x 6 0. HINGED "D I @ 12' ON CENTER 8'• 15'-8' I 80 I 13'-0' I ,s' I O 24 x 6 Q POCKET O4 0.x 6 BYPASS m m I + I I Z2'' POURED I O 2Z x 6 BARN DOOR COORDINATE APPROPRIATE HARDWAREI 2'-0' FINISH OPENING ❑I I - - I = FU ALUMINUM OR CONCRETE SLAB I 8'x16° UNCONDITIONED SPACE I O 2$x 6$ HINGE Y4HR FIRE RATED INSULATED UNIT W/ SELF CLOSING HINGES I SPRING LOADED NOTES: PROVIDE 36'x24' I I w 6 THERMOSTAT ALUMINUM CORRUGATED m 1. ALL BEDROOM AND BARN STYLE DOORS TO BE SOLID CORE DOORS. I NIGH ACCESS 74 WINDOW WELL � 7 IDE GIRDER 30• MAX STEP FOOTING Proposed New Construction C REQUIRED I I I AS REQUIRED ❑ for: TYPICAL) - - I L L 7 -- (2) 3/+'X91/2+LVL .9E DROP GIRDER - - - - - - - - - - - - - - - - - - - - - - 9 - I -� _ Mr, and Mrs. PROVIDE IGPOCKET SIR>�ER I O I 0 r WINDOW SCHEDULE .i KubetZ 34 HIGH HANDRAIL 30' MAX STEP FOOTING I (TYPICAL) I As REQUIRED i SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS (TYPICAL) I IADJUST HE[ II N 14 I OF PIER TO I I w 91 I u-' I UI I ❑A ANDERSEN CASEMENT CXM45 20.0 S.F. 21.0 S.F. 26.3 S.F. YES PROVIDE I '.}' I I I w I _ l�1 5 ,f i I j ZBOK P£ ® ANDERSEN AWNING AXW41 2.0 S.F. 9.5 S.F. 12.0 S.F. NO sp RECREATIONAL ROOM i JJ BEARING OF I a`s I I O CASEMENT CXW155 GIRDER W/ MIN. I S' I u CARPET w WALL SEE © ANDERSEN 10.0 S.F. 14.3 S.F. 19.2 S.F. YES CASEMENT W/ FIXED AWNING UNIT PROV GMT X�' SPACE FOR I 3 V DIAMETER I J , _ o 6 DETAIL AWNING A31 SLATE OR STEEL - I� SHIMS. I STANDARD WEIGHT I I I I o c� ` 7.t , I CASEMENT CXW155 STEEL COLUMN WITH I X I I N a- o i" I LINE OF WALL ® ANDERSEN 0 S.F. 14.8 S.F. 19.2 S.F. NO FIXED CASEMENT E AWNING UNIT BOTTOM TOP Fs D I "v I 7 ( ABOVE AWNING A31 ; ,I I, - E❑ ANDERSEN CASEMENT CW255 18.8 S.F. 20.0 S.F. 25.6 S.F. YES 1 _ I I o 8' I I 18'-4' I I i 4' '-0' 4° 3 ' 20'-3' 4' 8" b ❑ ANDERSEN CASEMENT CXW155 12.6 S.F. 13.1 S.F. 16.2 S.F. YES 1600 North Oakwood Drive 1 _ � � � � ANDERSEN CASEMENT CXW145 10.0 S.F. 10.5 S.F. 13.2 S.F. YES � a Tr ' I `� New York -- - 3 13/4" X 9I I/2 1.9� DROP GI ER Q ANDERSEN CASEMENT CXWI5 WA 12.1 S.F. 14.9 S.F. YES FIXED I-aurel, ; PROVIDE G I F-I I I T F-I3 p v 4" POURED I I ❑J ANDERSEN CASEMENT CI35 4.6 S.F. 4.9 S.F. 6.8 S.F. NO S•C•T•M•#I 000-I27-06-I O a POCKET AS I L - - J 2) it 3 X ill VL I `, CONCRETE SLAB W/ I I i ❑K TAFCO SLIDING 35)V x 23 JIV 1.70 S.F. 2.5 S.F. 5.5 S.F. NO 1 REVISIONS I REQUIRED I� N FW�15T- EAD I O REINFORCEMENT DO I WN A' MIN i A-6 I (TYPICAL) IN 9-, - J I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. I0-2-I5 REVISED AS PER 8'x16' DEEP WALL FOOTING W/ (2) #5 F- I AO F - -1 1 1 NYSDEC COMMENTS I0-7-I5 ADDITIONAL REBAR UNDER LOAD I I F- �* (2)11 3/4' X II 7/8' LVL IAE DROP GI ER O DRAINAGE INFO ADDED U_ BEARING WALL' SEE 5� u I I I-I6-IS HOUSE MOVED DETAIL "2' THIS N " I SHEET N I in L-I - J I C' (/� L' I / 1► ) I\/ O TOWARD STREET �- / 11-23-IS ISSUED TO HEALTH A chI =, u I� O I PROVIDE 5 ' I BOTTOM OF I 4 DEPT. U CONDITIONS SPACE ~ i n I BEARING IN I FOOTING TO BE ,E O I-IO-I6 REVISIONS AS PER �j S HEALTH DEPT. o N F-3 A 36° BELOW 30� Pes�'�� / �TQ I CDde_ I-26-I6 REVISIONS AS PER 1 � wt-+ L J O u.. � I IE FINISH GRADE 4 POURED ;� N �* SD S2 u MINIMUM. O TOWN OF SOUTHOLD CONCRETE SLAB W/ REINFORCEMENT � I1 ` 2-26-I6 ISSUED TO BUILDING I I - - INI a I I G l O DEPARTMENTALUMINUM ! CORRUGATED I I 4 3'-6' 4'-3' �' 4'-0° q' -I �+ 14'-9' 4' 8' i �- WINDOW WELL I __ (�3) 13/4' X �i I/2" LVL I I9E DROP GIRDER GRADE TOP OF WALL - - - - -- -- 5� u N I _ TYPICAL -- I ®--r-- - - F-3 I I i o I i I e 13.4 III,, � I'-0" -III= LANDSCAPE MESH TO ��O PROVIDE GIRDER LF-1 - I (POST'x4' WOOD LF- i �i N I` �Q l��/ ! IFl�V =1 PREVENT WEED POCKET AS a - BATH I _, m, I BSDROOM HEW I GROWTH THROUGH 'O REQUIREDK I I TYPICAL I I I `9 - CERA !C TILE I j © I CARPET i �� I d ( � - I d ❑ (TYPICAL) PROVIDE 00 _011 'O ~_I CFM 30• MAX STEP FOOTING `LANDSCAPE CLOSET N - p I I -9I 2 u FAN VENTED ® I CARPET ( A5 REQUIRED I BLOCK I5RW UNIVERSAL - o CTD EXTERIOR I WALLISENE - (' PrDk 6 Be SIGMA RETAININ e. I DETAIL WALL BLOCK BY - - - - - - - - - - - - - ('jp Q ��p1 STTONEEsCAMBRIDGE PAVING 11111= ; I I21-Bl CIO 1 APPROVED EQUAL. i -� I I I 6 SANITARY I I I I i LINE OF DECK ABOVE PROVIDE (COLOR TO BE SELECTED BY OWNER) I _ o PUMP / \ I I I I j DROP 70P OF o r D ° : 6 RCA COMPACTED O I i , I I FOUNDATION 4 FOR LO BASE I I I MASONRY PORCH I= O p _ PATIO I L - - - - - - - - - - - I - - - - - - - - - - � °1 L I a.0 = --1 = =1 _ O � I�-III-III-III-III-III-III' �, _� SRW UNIVERSAL GEo-GRID - - - - - - - - - - - - - - - - - - - - - - - - - - II-III-111 1111111III�III VIII- Z ---F I J DROP TOP OF FOUNDATION 8 III-III I I SEAL 4 m ------ - BELOW FINISH GRADE FOR =III=III=III= I- I � - •7 a I STEPS 1=I 11-1 I I,,,I I l- - ' IRST COURSE BURIED BELOW GRADE I ' • I `" I 1'-8' MIN. A N'111) 3 TYPICAL RETAINING WALL DETAIL Scale: 1/4' = 1'-0' A-3 MAX HEIGHT 5'-6' EXPOSED WALL raj `l 47'-6" O� 2 Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this A-6 TYPICAL CORNER NOLDDOWN DETAIL: design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are OUTSIDE CORNER CONDITION an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 1 PROPOSED BASEMENT/FOUNDATION PLAN Scale: 1/4' = I'-0', II-3r other project,except by written permission of the Architect A-3 PROJECT NO. IS-AR005 SCALE AS SHOWN DATE 3/24/I5 DRAWN BY TLD/RS CHECKED BY RS I • ' I TITLE iCL FOUNDATION CONSTRUCTION INSIDE CORNER CONDITION (2) 2' X b' ACQ SILL PLATE WITH SILL SEAL 4I Proposed 'COP-R-TEX' TERMITE SHIELD 5/8' ANCHOR BOLTS F 36' ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN I q'-3r b' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. WELDED WIRE MESH ( , Basement & FOOTING SCHEDULE PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 I . Be POURED CONCRETE FOUNDATION WALLS _ - a L = Foundation Plan Be X 161 POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT 4 2-#5 REBAR) �- SYMBOL SIZE REBAR - I �' X 9 X�' I.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) I'-4' L - - - - - CL F-1 2"-6' x 2'-6' x P-0" 3 - #5 1 Y' x 11 �" LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) #5 CONTINUOUS REBAR F-2 2"-6° x 4'-2' x I'-0" 3 - #5 3-1/2° DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND BASE PLATES F-3 2"4" x 2'-0' x P-0" 2 - #5 SEE SCHEDULE FOR POURED CONCRETE COLUMN FOOTINGS -ADFs: SHEET 4' POURED CONCRETE FLOOR SLAB W/ REINFORCEMENT -ADJUST LOCATION OF CORNER HWALL AB E ALIGN WITH CENTER LINE OF EXTERIOR WALL ABOVE 2" POURED CONCRETE CRAWL SPACE SLAB -CORNER ANCHOR STRAPS EMBEDDED IN FOUNDATION VINYL BASEMENT WINDOW CAN BE USED IN THESE LOCATIONS AS WELL. DAMPROOF FOUNDATION BELOW GRADE 2 INTERIOR WALL FO "ING DETAIL Scale: 1/4' = 1'-0' PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 11�� _ 3 A-3 architecture, p.c. •' i P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 .a DOOR SCHEDULE A-b EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS l 47'-b' 1'-0' OI 3'-0"x6'-8' THERMA-TRU HINGED CCA260 20.0 20.0 12'-I1 I/2' 17'-6 I/2' O2 04x6'-I1" ANDERSEN GLIDING FWG60611 15.31 S.F. 40.76 S.F. 5'-2 1/20 3'-3 1/2' 3'-3 1/2' V-2 1/2' 4-0 1/2' 4'-2' 4'-4 3/4' V-7 1/2' 3'-3' 3'-3' 5'-q 1/4' LAR50N SCREEN 416FV N/A N/A A ® 3'-004'-11' ANDERSEN HINGED FWH31611 16.72 S.F. 20.64 S.F. a a a INTERIOR DOORS _ In 1DE 34' - ;a (2) 1 x 91�' 1.9E LVL HEADER __ HANDRAIL '' ) SYMBOL SIZE TYPE REMARKS (2)1 %'XII HEADER 'v _ __ OA 2f x 6 HINGED w PROVIDE DOUBLE JACK3T7 `.'N OB 2 Q x 6 HINGED AND KING STUDS ON EACH SIDE OF HEADER. FULL _I O 24 x 6° HINGED Proposed New ConstructionHEIGHT FROM SUBFLOOR rE To UNDERSIDE OF RAFTER SCREENED IN PORCH - R1 TO GRADE OD 29x 6 a HINGED for: ' 5/4' DECKING O 21x 6 POCKETMr. and Mrs. MASTER BEDROOM 4 44 x 6° BYPASS x ' Kub etz WOOD FLOOR N O12'x 6 BARN DOOR COORDINATE APPROPRIATE HARDWARE/2'-0' FINISH OPENING b M I PROVIDE CUSTOM O 2$x 6 HINGE Y4HR FIRE RATED INSULATED UNIT W/ SELF CLOSING HINGES g ALUMINUM FRAMED SCREENS FOR EACH N NOTES: OPENING I. ALL BEDROOM AND BARN STYLE DOORS TO BE SOLID CORE DOORS. 04 6" 7'-1 3/4' 51-53/41 I 4" N SD CM nc a a 16'-0' 2'- 4' 3'-4" 0 Ia i 24'-4' I 6' iv 7N D, �p -tn in (4) 2'x4' WOOD V` 6t'" j I BUILT IN BIRCH WINDOW SCHEDULE Q � 5 PROVIDE DOUBLE JACK PLYWOOD�ENCH SEAT 1600 North Oakwood Drive POSkS I AND KING STUDS ON EACH I SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS Laurel, New York ' � C; \ 0�` 1 SIDE OF HEADER. FULL Q/ d� ��� a� HEIGHT FROM SUBFLOOR i ❑A ANDERSEN CASEMENT GXW245 20.0 S.F. 21.0 S.F. 26.3 S.F. YES TO UNDERSIDE OF RAFTER I C ® ® __=_____�l \D J I 1 ❑ ® ANDERSEN AWNING AXW41 2.0 S.F. 9.5 S.F. 12.0 S.F. NO a II 2'x4' STUD HALF WALL � � CASEMENTCXW155 � REVISIONS O 36' ABOVE FINISH - i I © ANDERSEN 10.0 S.F. !4.8 S.F. 19.2 S.F. YES CASEMENT W/ FIXED AWNING UNIT M. BATH W.I. CLOS. I1 o- 1 AWNING A31 M w I w 7n I0-2-15 REVISED AS PER ❑j �' CERAMIC TILE O CERAMIC TILE ii FLOOR MIN. �„ o CASEMENT X155 O NYSDEC COMMENTS ' 7'-0' 4'-10' 1'_1" 6' 4'-II' ii b" 3'-00 4" �Q,��. ; � W 1 i Q ' ® ANDERSEN 0 S.F. 14.8 S.F. 19.2 S.F. NO FIXED CASEMENT 4 AWNING UNIT I0-7-15 ADDITIONAL Z I 1 N AWNING A31 2 DRAINAGE INFO ADDED ii ���' LIVING ROOM J 1 i ❑ 1I-16-I5 HOUSE MOVED E ANDERSEN CASEMENT CW255 18.8 S.F. 20.0 S.F. 25.6 S.F. YES `v 11 ii 7o Z EET bO WOOD FLOOR I i M o ❑F ANDERSEN CASEMENT CXWI55 12.6 S.F. 13.1 S.F. 16.2 S.F. YES O I OW IABD SUTERD TO HEALTH o SII II r1l I I a -_' C G ANDERSEN CASEMENT CXWI45 10.0 S.F. 10.5 S.F. 13.2 S.F. YES ® DEPT. I I I I I-I0-I6 REVISIONS AS PER n n §y 1 2' MIN. THICK NON-COMBUSTABLE I i I ❑H ANDERSEN CASEMENT CXWI5 N/A 12.1 S.F. 14.9 S.F. YES FIXED O HEALTH DEPT. `)u i MATERIAL FOR SUPPORT OF WOOD i i ❑J ANDERSEN CASEMENT CI35 4.6 S.F. 4.9 S.F. 6.8 S.F. NO O I-26-I6 REVISIONS AS PER I STOVE OVER 1� CEMENT BOARD I I'-0' $- 6 TOWN OF SOUTHOLD --- -r---------+ ------------ --- ----- -- -- ❑K TAFCO SLIDING %X,�' x 23X' 1.70 S.F. 2.5 S.F. 5.5 S.F. NO ---- --- ----- N 2-26-I6 ISSUED TO BUILDING NOTES: 7 DEPARTMENT WOOD STOVE cc� f' I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O J 6 C OS PROVIDE 34' g"' u In LAUN Y o C T HANDRAIL U-u " A-b ERAMIC ILE " " CEMENTS (4) 2 xb WCk)D ?O CUSTOM (4) 2x4 WOOD o W/BRICK CLADDING TBD ms's -' POST MILLWORK T "' b BEHIND WOODS x - g u O CUBBIES C11 C 5'-0' 4' 2'-0' q� 5-q 4' 4'-9' ---- ------ -------- -- - -- -- - ---------- -------- - - - D 2'-4' 5'-8' 4'-0" 5'-0' 3'-0" 2'-0" :4 L.C. O O ----- INE OF C_EIU_ w O T(-2)I x 7 I/4 W a N VENT DRYER TO I N U 00 oo O I 0 EXTERIOR oA H d 11 CEMCTILE O -2 (4) 21x4 WOOD '� - - ' O WOOD FLOOR OO x00 OwZZ O ' OF YER : O PROVIDE O w aN C 4 WOOD FLOOR MIN. 5 O K, BIRCH o O SHELVES D.w. o b+ 10'-6' SD 4' SD 10'-6' 4' 5'-2' 4" 51-01 4' 1 14'-0' C14 b' SEAL o BEDROOM BEDROOM Q, CARPET CARPET 36' HIGH SYNTHETIC -aa I GUARDRAIL rt �'CIO"'a q 4'x4' ACO POST WITH METAL POST ANCHOR WRAPPED IN PVC TRIM ® ❑A 2) IY' xIf7/8' LVL PROVIDE DOUBLE JACK 34' NIGH SYNTHETIC AND KING STUDS ON EACH _ HANDRAIL SIDE OF HEADER. DOWN6 EQUAL RISERS TO GRADE Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this i» design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. 5'-q" 10'-10' 5'-9' 2'-6' 15'-1 7/8' 7'-6 1/8' These drawings and specifications are not to be used on any other project,except by written permission of the Architect. 22'-4" 25'-2' PROJECT NO. I5-AR005 J47 1-60 SCALE AS SHOWN DATE 3/24/I5 DRAWN BY TLD/RS CHECKED BY RS Z A-b TITLE PROPOSED FIRST FLOOR PLAN Scale: 114' - 1'-0" Proposed A-4 First Floor Plan SHEET A _4 �W .%ao w� m/d j TC) _ lt architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 J PHONE(63I)779-2832 FAX(63I)779-2833 2 A-6 i LINE OF WALL BELOW — — — — — — — — — — — — — — — — — I I III 2' X 10' ROOF RAFTER 2' X 10' ROOF RAFTER @ 16' ON CENTER @ 10 ON CENTER I �// b Proposed New Construction for: WALLII I I 5!. TO U UNDERSIDE OF OF ROOF II 6 RAFTERS Mr. and Mrs. I LINE OF WALL BELOW--\ I i i i Kub etz X - - - - - - - - - - - - -I I I I - - - - - - - - - - - - - - - - - C4 - - - - - - - - - - - — - - - - - - - - - - - - — - - - - � 1 1 I I III I I (4) 2'x4' WOO III LINE OF GABLE III I LINE OF WALL BELOW I POST 2' X 1 ROOF RIFER III BELow III L L ' I I�— I I � _-� 1111 111 1 1 1600 North Oakwood Drive a a 111 III 0. I Laurel, New York ' S.C.T.M.#1000-I 27-06-I 0 I I F J I REVISIONS l i I I I0-2-15 NC REVISEDCOMMENTS R YSDE ; I I � III III I 0 10-7-15 ADDITIONAL III III I O DRAINAGE INFO ADDED L_ — _ — - - - - - � II-I6-IS HOUSE MOVED O TOWARD STREET - - - - - � (- - - - - - - - - - � r - - - - - I (3) I %4' x20' IAELVL 11 I II-23-I5 ISSUED TO HEALTH A-6 11 1 STRUCTURAL RIDGE A-6 ® DEPT. I I I-I0-I6 REVISIONS AS PER I I I I I I O HEALTH DEPT. (4) 2'x4' WOOD 1 2,_0� I I I (4) 2'x6' WOOD I-26-I6 REVISIONS AS PER L _ _ POST I POST O TON OF SOUTHOLD 1 1 I I I 226-I6 ISSUED TO BUILDING ; O -DEPARTMENT N I yi 0 I II 11 II I ; I- - - - - - - - - - - - - I '10 I I I I sF I I tZ► t I I 0 I 11 II it II II a I I 0 OL - - - - --�1 I I � L - - - - - - FRAME F I I SUPPORTTO WA I I I I I I E 6 OF ROOF UNDERSIDE I I t I I O I RAFTERS I I O I r I I - - - - -J L - - -J - - - - - - - - - - - - - - - - - � — J3i0 � � � � I I d � � I 2 X 10 ROOF RAFTER I I 2 X 10 ROOF RAFTER I 2 X l0' ROOF RAFTER 0 @ I6' ON CENTER I I @ 16' ON CENTER @ 16' ON CENTER SEAL G I I II I I -- - - - - - - - - - - - - J L — — — — — — — — — — — — — 2a - A-6 AC3` Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are aninstrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect PROJECT NO. I5-AR005 SCALE AS SHOWN DATE 3/24/I5 DRAWN BY TLD/RS CHECKED BY RS TITLE I PROPOSED ROOF PLAN Scale: 1/4' = V-0' A-5 Proposed Roof Plan SHEET A - 5 architecture,p.c. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 r ROOF SHEATHING 2'0' ROOF RAFTER @ 16 0/C (2) 1 WAI 7/8" I.qE LVL RIDGE BEAM (3) 1 'x20' IAE LVL RIDGE BEAM i 00 9 I k i R ' ROOF SHEATHING • 2'x10' ROOF RAFTER 0 16 0/C u, a 2'x8' CEILING JOIST @ 16 0/C I'x8' PVC FASCIA 1'x8' PVC FASCIA Proposed New Construction SUB FASCIA BLOCKING 2'x8' RIPPED TO FIT ; a for: 12' VINYL BEADED SOFFI "' m 1'x6' PACK OUT 1/2' GYPSUM BOARD 2'x4" SOFFIT NAILER /�� NO' PVC FRIEZE BOARD RIPPED 2'x4' STUD TYP. 1�'1r. and Mrs. PLYWOOD SHEATHING Kub etz MATERIAL NOTES ROOF CONSTRUCTION � q q Xz' TJI PRO 230 F.J. @ ib 0/C I/2' GYPSUM q J1930 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE� TJI PRO 230 F.J. @ 12 0/C 30 LB. FELT PAPER (3) i 'xq X, LVL I.qE DROP GIRDER BOARD 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 2"x4' STUD TYP. (3) 1 Y4' x 20' IAE LVL RIDGE BEAM (2) I ' x 14' IAE LVL RIDGE BEAM 1 1600 North Oakwood Drive 1 (2) 1 1%' x 11 7/8' IAE LVL RIDGE BEAM co 2' X 10' ROOF RAFTERS @ 16' ON CENTER Laurel New York j 3 1/2' DIAMETER STEEL COLUMN 2' X 8' CEILING JOIST @ 16' ON CENTER ' (STANDARD WEIGHT) WIT14 1/4' 2' X 4' COLLAR TIES AT 16' ON CENTER PLACE 1/3 OF TME ATTIC S.C.T.M.##I000-I27-06-IO 8 CONCRETE WALLS THICK TOP AND BASE PLATE HEIGHT BELOW RIDGE (NO RIDGE STRAPS RE RED) PROVIDE ALUMINUM FLASHING AS REQUIRED 14 16'xib'x8' CONCRETE FOOTING ICE/WATER BARRIER 1N ALL VALLEYS AND ROOF EDGES REVISIONS 1 4' CONCRETE SLAB RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO •. _ • . ,.,.•. ,.. ., � ; . ...•. .. .... :.. ., .. . •.. IO 2 IS REVISED AS PER o7DsDONAsWALL CONSTRUCTION IADITIL NATURAL CEDAR SNAKE SIDING OVER W HIGH DENSITY FAN FOLD O DRAINAGE INFO ADDED I 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 3 I I-I6 HOUSE MOVED PROPOSED SECTION I Sate: i/4' = I'-0' In, EXTERIOR GRADE PLYWOOD SHEATHING 11-23-15 RD STREET 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' II-23-IS ISSUED TO HEALTH A-6 X 4' TOP PLATE a® DEPT. 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' I-I0-I6 REVISIONS AS PER X b' TOP PLATE (AS SHOWN ON PLAN) O HEALTH DEPT. 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE I-26-I6 REVISIONS AS PER RESISTANT WALL BOARD AT BATHROOMS) 6 TOWN OF SOUTHOLD 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING 2-26-I6 ISSUED TO BUILDING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND C7 DEPARTMENT ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR O GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION O CONNECTORS AS PER SHEET W-2. 0- FLOOR CONSTRUCTIONFLOOR FIN15HES AS PER PLAN 0 2"x10' ROOF RAFTER @ 16 0/C 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED W O (2) 1 %'M' I.qE LVL RIDGE BEAM 1 %' X q V TJI 230 FLOOR JOISTS AT 16' OR 12' ON CENTER SEE PLAN FOR SPACING AND LOCATIONS O (3) 1 Y4'x20' I.qE LVL RIDGE BEAM O FOUNDATION CONSTRUCTION (2) 2' X 6' ACQ SILL PLATE WITH SILL SEAL O COP-R-TEX' TERMITE SHIELD O 7 5/8' ANGHOk BOLTS @ 36" ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. O 'x4' LA TIES 16' /G PROVIDE 14OLDDOWN AS PER SHEETS W-1 AND W-2 8' POURED CONCRETE FOUNDATION WALLS 2'x6' RIDGE BEAM " " 8' X 161 POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT t 2-45 REBAR) SEAL 2 x4 COLLAR TIE I �' X q XI' IAE LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) q 2'x10' ROOF RAFTER I Y4' x 11 LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) 1 Y2' GYPSUM BOARD 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND BASE 3 PLATES �i5k,D' A SEE SCHEDULE FOR POURED CONCRETE COLUMN FOOTINGS 1'x8' PVC FASCIA W ROOF SHEATHING 4' POURED CONCRETE FLOOR SLAB W/ REINFORCEMENT 2' POURED CONCRETE CRAWL SPACE SLAB (2) 21x10' HEADER VINYL BASEMENT WINDOW' 610' PVC TRIM DAMPROOF FOUNDATION BELOW GRADE i'x8' PVC FASCIA PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 PVC WRAPPED POST INSULATION NOTES J . PVC WRAPPED POST PVC DECK RAILING 4"x4' ACO POST R-22 INSULATION WITH WIRE TIES AT CELLAR CEILING FN R-30 INSULATION AT FLAT CEILINGS 1¢GYPSUM BOARD W/ R-21 INSULATION AT SIX INCH EXTERIOR WALLS STONE CLADDING Copyright 2015.STROMSKI architecture,p.c.All rights q ' TJI PRO 230 F J. FLOOR DECKING reserved.The Architect reserves the right to reproduce this /3 design in its entirety or any portion thereof.Unauthorized ' TtG SUB FLOOR 2'x10' ACQ DECK JOIST alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. / 1/2' GYPSUM PROJECT NO. I5-AR005 / BOARD ,G — — — — — — — — — — — . SCALE AS SHOWN DATE 3/24/I5 / 2'x4' STUD TYP ' RIGID FOAM DRAWN BY TLD/RS CHECKED BY RS co BOARD I 2 #5 REBAR e TITLE I 3 1/2' DIAMETER STEEL COLUMN (STANDARD WEIGHT) WITH 1/4' 8' CONCRETE WALLS THICK TOP AND BASE PLATE I6'xib'x8' CONCRETE FOOTING 1 - - - - - - - - - - - - 4' CONCRETE SLAB — — — — — — — L - - J L - - J �- - - J Sections 2 PROPOSED SECTION 2 Sole: 114' P-0' SHEET A-6 A - 6 E S I EK-)i q �.1_ architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 9 1 11 T11 11 IT 1 11 1111 d i qq 7 7 _ Proposed New Construction 0 ® ® ® ® for: Mr. and Mrs. 1 --7 1 1 1 1 1 11 I 1 -111111 1111y. . . . . . . . . Kubetz BLDG. ELEVATION NOTES: III 1111111111YI 11 111111 11111 Ih 111111 111111 1 1 1 1 1 L-1 IJ ROOF NOTES: 30 YEAR ARCHITECTURAL ROOF SHINGLES, OVER 3,016 FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND AT EDGES. (36' AT ALL EAVES AND 18' AT RAKES) I I II I RIDGE VENT - CONTINUOUS WHERE APPLICABLE , I I II I I I I I GABLE FASCIA NOTES: M I I I I' x 8' PVC RAKE FASCIA I600 North Oakwood Drive 8' POURED CONCRETE I I I I 1'x4' SOLID RAKE CAP FRIEZE OVER #2 PINE, I' PACK C Laurel, New York FOUNDATION WALLS WITH 8' X N 1 I "� CENTER BEADED 12" GABLE VINYL VENTED SOFFIT S.C.T.M.#I 000-I Z7-06-I 0 I NG POURED CONCRETE WALL FOOTING I I I I - - - - - - -I� REVISIONS - - - - - - - - - - - - - - - - - - [ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - _ - - - - - FASCIA AND SOFFIT NOTES: -I IIS REVISED AS I' X 8' FASCIA O INYSDEC COMMENTS R 12' OVERHANG I0-7-I5 ADDITIONAL L — — — — — CENTER BEADED VINYL VENTED SOFFIT O DRAINAGE INFO ADDED - — — — — — — FULL FRIEZE BOARD I'x4' PVC TRIM OVER 1' #2 PINE P 11-16-15 HOUSE MOVED { i FRONT ELEVATION Scale: 1/4' = 1'-0' O TOWARD STREET 9 11-23-15 ISSUED TO HEALTH A-7 SIDING NOTES O DEPT. I-I0-I6 REVISIONS AS PER s CEDAR PERFECTION SIDING INSTALLED O HEALTH DEPT. 5' TO THE FEATHER OVER V HIGH I-26-I6 REVISIONS AS PER 1 DENSITY FAD' FOLD AND BLUESKIN ' O TOWN OF SOUTHOLD 1 HOUSE WRAP, 0 2-26-I6 ISSUED TO BUILDING - 7 DEPARTMENT + O RAILING NOTE: O - 36' HIGH GUARDRAIL TOP AND BOTTOM -1 0 RAIL WITH 5/4' BALUSTERS SPACED 1 5' ON CENTER. RAILING TO BE ° CONSTRUCTED SO THAT A 4' SPHERE 0 j MAY NOT PASS THROUGH ANY I O OPENING. - 34' HIGH HANDRAIL TOP AND BOTTOM O RAIL WITH 5/4' BALUSTERS SPACED w 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE O MAY NOT PASS THROUGH ANY O OPENING. O O O SEAL IIITII III I III 1 11 111 IT 11 11 It 11 111111 f ASD A 111111 11 IT 11 11111 11 `•y:im.. ED T 11 Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are — -__ an insri�xrnent of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. 0 PROJECT NO. I5-AR005 SCALE AS SHOWN DATE 3/24/IS DRAWN BY TLD/RS CHECKED BY RS 0 0 TITLE I z I 8' POURED CONCRETE FOUNDATION WALLS WITH 8' X 16' —� I � I POURED CONCRETE WALL FOOTING I I Pro o s e d - - - - - - - - - - - - - I p 8' POURED CONCRETE I 8' POURED CONCRETE FOUNDATION WALLS WITH 8' X 16' I FOUNDATION WALLS WITH 8' X 16' Elevations POURED CONCRETE WALL FOOTING L POURED CONCRETE WALL FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� — — — — — — — — — — — — — — — — — — 2 REAR EL ATION Scale: 1/4' = I'-0' A-7 SHEET A - 7 s'-f-R-01NASKI architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 ITI IIITI 11 Lill U 11 11 IT 1111 IT 11 111 11 ti 11 Lill 11 11 11 11 11 IT 11 11 IT 11 11 IT 11 11 IT I 1 1111 11 11 IT 11 111111 11 11 IT 11 11 IT 11 1111 11 11 1111 111111 11111111 Ii IT 11 11111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 111 LLLL11 Lm i a - — '�Pro osed New Construction P © FRI © 3 _ for: BLDG. ELEVATION NOTES: I I I-LL-LL 111111 111 1 11 11 11 11 11Mr, and Mrs. ROOF NOTES: � 30 YEAR ARCHITECTURAL ROOF SHINGLES, OVER 3,016 ~�ub etz FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND AT EDGES. (36' AT ALL EAVES AND 18' AT RAKES) RIDGE VENT - CONTINUOUS WHERE APPLICABLE GABLE FASCIA NOTES: NilI' X 8' PVC RAKE FASCIA 0 F.W.G. 2 Q I"x4' SOLID RAKE CAP FRIQE OVER #2 PINE, I' PACK C 8" POURED CONCRETE z 12' GABLE OVERHANG FOUNDATION WALLS WITH 8' X 16' CENTER BEADED VINYL VENTED SOFFIT POURED CONCRETE WALL FOOTING I I I 8' PouREb CONCRETE I I L — — — — — FASCIA AND SOFFIT NOTES: , 1600 North Oakwood Drive FOUNDATIQN WALLS WITH 8' X 16' - POURED rCRETE WALL FOOTING 1' x OVERHANG FASCIA Laurel, New York I T" - I I I cENEBEADED VINYL VENTED SOFFIT S.C.T.M.#I000-I27-06-IO I I I I r J � � I FULL FRIEZE BOARD 1'x4' PVC TRIM OVER i" tt2 PINE P L — _ - - - - I I I , REVISIONS T �� VENEER SYNTHETIC STONE BY BOULDER J J I SIDING NOTES: O I0-2-IS REVISED AS PER — — — — — — —CREEK OWNER TO SELECT STYLE AND COLOR I NYSDEC COMMENTS [_ - � 10-7-I5 ADDITIONAL — — — — — — — — — — — — — — _--i— — — — — — — — — — — — — — — —� - CEDAR PERFECTION SIDING INSTALLED O DRAINAGE INFO ADDED + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — 5" TO THE WEATHER OVER V HIGH 11-16-15 HOUSE MOVED �P2 BS RETAINING WALL SEE DENSITY p FOLD AND BLUESKIN • O TOWARD STREET�EDI � HOUSEAIL J 1 II-23-I5 ISSUED THEALTH RIGHT SIDE EI' LEVATION Scale: 114' = -0" O (� �®DEPT. A-8 OI-I0-I6 REVISIONS AS PER ' HEALTH DEPT. RAILING NOTE: O 1-26-I6 REVISIONS AS PER 6 - 36' HIGH GUARDRAIL TOP AND BOTTOM TOWN OF SOUTHOLD RAIL WITH 5/4' BALUSTERS SPACED ' 2-26-16 ISSUED TO BUILDING O DEPARTMENT 5' ON CENTER. RAILING 70 BE .�O CONSTRUCTED SO THAT A 4' SPHERE MAY NOT PASS THROUGH ANY O OPENING. - 34' HIGH HANDRAIL TOP AND BOTTOM O RAIL WITH 5/4' BALUSTERS SPACED 5' ON CENTER. RAILING TO BE O CONSTRUCTED 50 THAT A 4' SPHERE a MAY NOT PASS THROUGH ANY j O OPENING. F 111111 111111 111TH IIIIJI 111111 111111 1 IT 11 il IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111 1-1 11111 1)It 11 1 0 11 IT h 11 If 11 1111 11 Hill 11 u (D 11 114T-111 11 IT 11 111 1 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 111 11 IT III 11 IT I I I UU-11 11 "111 11111111111111 1 111111111111 lilt 11 11 1111 T 111111 1 IT IIITI IIITII IIITI 11 10 IIITII IIITII 111111 111 111111111 SEAL 11 11 IT 11 1 i Copyright 20I5.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an insttuutent of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. I I PROJECT NO. I5-AR005 SCALE AS SHOWN DATE 3/24/IS 8' POURED CONCRETE I DRAWN BY TLD/RS CHECKED BY RS FOUNDATION WALLS WITH 8' X 16' I POURED CONCRETE WALL FOOTING I TITLE - - - - - - - - - - - - - - - — - --- -- - - - - - - - - - - - - - - - - - - - - - - Proposed Z LEFT SIDE ELEVATION Scale: I/4' = I'-o' A_8 Elevations SHEET A - 8 'USP' STRUCTURAL STRAP MODEL# L5TA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC _... SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. — — — — — — — — — — — — — — — TOP OF RIDGE RAFTER TO RAFTER CONNECTION architecture., p.c. y i P.O.BOX I254 IAMESPORT,NY 11947 G PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES /AND SPACING RIDGE. SEE PLAN FOR SIZES LU RAFTER. SEE PLAN FOR a SIZES AND SPACING HEADER. SEE PLAN FOR a 51ZE5 N v CEILING JOIST. SEE PLAN a FOR 51M AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR a AND STUD5 THAT ARE OFF5ET. MODEL# RT7/REF# —— ———— H2.5/H5i (585 LBS UPLIFT) I ' TOP OF PLATE�_ Ah TOP OF PLATE _ _ _ RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONINECTION T1 FILING JOIST. SEE PLANS I^ FOR SIZES AND SPACING Proposed New Construction 'USP' STRUCTURAL CONNECTOR J for: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Mr. and Mrs HEADER. SEE PLAN FOR 'USP' STRUCTURAL 20 GAUGE MIN LSTA MAY SIZES CONNECTFOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Kub etZ IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (05 LBS UPLIFT) OR TO TABLE 3.38 ON SHEET 1 RT20 (REF 1­17) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL '! SEE NAILING SCHEDULE ON NUMBER:5 TO BE USED. W-2 FOR FASTENING (EACHSTUD) y EXTERIOR WALL STUD. SEE FOR OPENINGS LE55 THAN MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND AND SPACING41-01 HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. I600 North Oakwood Drive MODEL# LTW12 (REF #LTS 12) Laurel, New York (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#I 000-127-06-I 0 JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS 'AD55' USP CONNECTOR WITH (2) 3/4' FLOOR CONNECTOR. I SINGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. I0-2-IS REVISED AS PER FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS NYSDEC COMMENTS USP STRUCTURAL STRAP I0-7-IS ADDITIONAL UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O DRAINAGE INFO ADDED BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 11-16-IS HOUSE MOVED FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O TOWARD STREET 11-23-151 SSUED TO HEALTH ®DEPT. I-I0-16 REVISIONS AS PER TOP OF SUSFLOOR�h_ STOP OF SUS FLOM _ _ _ 0 HEALTH DEPT. STUD TO STUD CONNECTION STUD TO STUD CONNECTION I I BOX BEAM OR RIM JOIST. =3 O TOWN OF SOUTHOLDER II SEE PLAN FOR DETAILS 2-26-16 ISSUED 'USP' STRUCTURAL STRAP O I I 7 DEPARTMENT MODEL# LSTA30 FOR 8TO TO BUILDING ' ? USP STRUCTURAL STRAP MODEL# LSTA30 FOR 8 TO 10' JOIS��T USE LSTA36 FOR O 10° JOIST USE LSTA36 FOR 12' J015T. (REFER TO TABLE 1 FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. EACH STUD 3.38 ONI SHEET W-i FOR O LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE 3.313 ON NAILING SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING SCHEDULE) " O DOUBLE TOP PLATE. SEE MATERIAL O NOTES FOR SIZES HEADER. SEE PLAN FOR SIZES I O ADDITIONA5L 'U5P' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN 10 4'-0' USE DOUBLE JACK AND FULL HEIGHT STUD AT EACH O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END, O NOTES FOR SIZES AND SPACING r O . ADDITIONAL 'USP' STRUCTURAL STRAP , 'USP' STRUCTURAL STRAP MODEL# LSTAIB FOR 8" TO 10" JOIST SEAL MODEL# LTWI2 REF #LTS 12) USE LSTA24 FOR 12 J015T FOR OPENINGS GREATER THAN 4-0' (735 LB55 UPLIFT) MAY AL50 BE USED A5 A STUD TO RIM JOIST CONNECTOR (EACH STUD) e f 'ADS5' U;-_p CONNECTOR WITH (2) 3/4' CARRIDGE BOLTS FASTEN TO ANCHOR BOLT I SINGLE SHOE. SEE MATERIAL NOTES WITH 5/B1 DIAMETER THREADED ROD AND FOR SIZES THREADIED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOnW. , FLOOR JOIST. SEE PLANS FOR 51ZE5 BOX BEAM/RIM Copyright 20I5.STROMSKI architecture,p.c.All rights JOIST /��] /�� �+ /y� ] a reserved.The Architect reserves the right to reproduce this TOPOF SU T_O Vr JUB FLOOR _ _ _ design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTIONW IVSTUD TO SILL. CONNECITION alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are I, I an instrument of service and are the property of the Architect HPAHD22 (4760 MODEL* HPAHD22 (4760 � other project, except specifby written permission are not to t used hi any other ro ect,exc t b written oFthe Architect LBS UPLIFT) LBS UPLIFT) MAY ALSO BE }„ USED AS A CORNER HOLD PROJECT NO. IS-AR005 - DOWN SEE FOUNDATION I I i t 'v I —FI I IL__—_ _ �_ _ SCALE As Noted DATE 3/24/ FLOOR DIAPHRAGM BRACING WITHIN PLAN FOR LOCATION =---= LAST TWO BAYS OF FRAMING AT 4'-0' GRADE i i r I I I I I I INTERVALS DRAWN BY WP CHECKED BY Icy J J J d 'USP' STRUCTURAL STRAPZM DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# L.STAI8 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10' J015T USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES 980 LBS UPLIFT FOR 120 JOIST. a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET I 3.3B ON SCHEDULE)SHEET W-I FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL a Section & a CONNECTOR MODEL# MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation d ' 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE 4. WASHERS EVERY 36' aSHEET a as I TYPICAL WALL SECTION Scale: 3/4" = 1'-0" z TYPICAL FALL ELEVATION Scale: 3/4" = r-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL • G� TABLE 3.1 NAILING SCHEDULE TABLE 8301 .2.1 .2 TABLE 3.38 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FASTEST MILE WOOD BORNE DEBRIS PROTECTION FASTENING ROOF FRAMING UPLIFT STRAP CONNECTION WINDS_T PEED (MPH) SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D � � �^ ' RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER REQUIREMENTS 110 120 FASTNER SPACING architecture, p.c. CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST N"ER OF 8D COMMON CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.7 EACH LAP I VA(20 GAGE SrwAp4z PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL 1254 JAMESPORT,NY 11947 FASTENER TYPE OR EQUAL TO 4 FOOT SPAN LESS THAN OR SPAN LESS THAN OR - PHONE(63I)779-2832 FAX(63I)779-2833 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 12 3 3 Ib 3 4 2 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END OD 20 3 4 WOOD SCREWS Ib' 12' 9" WALL FRAMING 12 28 4 5 2 1/2' #B 16' 16, 12' 32 5 6 WOOD SCREWS TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D PER FOOT 36 5 7 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D JOINTS-EACH SIDE FOR SI: I inch= 25.4mm, I foal=304.8rrm, I pound=0.454kg 1 V2" SPACING ALLOWS HOLDDOWN I mile per hour=1.609km/h INSTALLATION ENDWALL a STUD TO STUD (FACE NAILED) 2-I6D 24" O.C. A. THE TABLE IS BASED ON 110 mph WIND SPEEDS AND A 33 foat MEAN ROOF HEIGHT k HEADER TO HEADER (FACE NAILED) 12 3 4 I6D Ib' O.C. ALONG EDGES B. FASTNER5 SHALL BE INSTALLED At OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6D PER 2x4 STUD 16 4 5 CORNER STUD CONNECTED 4 G. NAILS SHALL BE IOD COMMON OR 12D BOX NAILS. 20 4 5 To TRANSFER SHEAR 3-16D PER 2x6 STUD I6 24 5 6 ' USP ER A CtOR WITH . D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATTACH5/13 ED 5/8' DIAMETER ANCHOR EiOLT � 4-I6D PER 24 STUD UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 490 AND (2) 3/4" CARRIDGE 32 6 8 , 36 7 - POUNDS. BOLTS. SEE FOUNDATION m PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT BOTTOM PLATE TO FLOOR J015T,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D"2 PER FOOT 6" O.C. ,1 FLOOR FRAMING 12 5 6 Proposed New Construction for: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER JOIST 20 6 8 TABLE 3.3A BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 24 28 8 - BLOCKING TO JOIST (TOE-NAILED) 2-SD EACH END 32 RAFTER/CEILING J01 ST TD TOP PLATE FASTEST MILE WIND Mr, and Mrs. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D EACH BLOCK SPEED (MPH) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH LATERAL AND SHEAR CONNECTION JOIST Kub etz JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS BAND J015T TO J015T (END-NAILED) 3-16D PER JOIST IOpsf (2/3x15p5f). IF A CEILING A55EMBLY 15 NOT PRESENT OR IF THE CEILING 110 120 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' PER FOOT ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED RAFTER/CEILING JOIST (TOE-NAILED) of 8D Cal"MUIRE � NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE G T WALL HEIGHT (FT.) (TOE-NAILED)REouIRm IN EACH � ROOF SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) RAFTER AND/OR CEILING JOIST TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I TOP PLATE CONNECTION W STRUCTURAL PANELS 8D 6'EDGE/ 12' FIELD NAIL. 4 DIAGONAL BOARD SHEATHING 'FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE 12 8-10 3 3 VW OR 1'x8' 2-15D PER SUPPORT TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL 1'x10" OR WIDER 3-8D PER SUPPORT AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 6 3 3 CEILING SHEATHING 10 1 3 4 �l� 1600 North Oakwood Drive I 24 8 4 5 CORNER ,MOLD—DOWN Scale: 3/4' = 1'-0" Laurel, New York GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ lO' FIELD 10 5 5 WALL SHEATHING ' 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.#I000-I27-06-I0 STRUCTURAL PANELS 8D 6"EDGE/ 12' FIELD WHEN CEILING J015TS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS r FIBERBOARD PANELS AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED I0-2-I5 REVISED AS PER 7/16' 6D 3' EDGE/ b" FIELD TABU 3.4 = 0 NYSDEC COMMENTS TO AVOID SPLITTING NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR 25/32" 8D 3" EDGE/ 6' FIELD , IO-7-IS ADDITIONAL r : FASTEST MILE O CEILING JOIST WHEN FASTENED TOA 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 DRAINAGE INFO ADDED WINDSPEED (MPH) TOP PLATEI1-I6-15 HOUSE MOVED GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10' FIELD O TOWARD STREET HARDBOARD BD 6'EDGE/ 12' FIELD 110 120O 11-23-15 ISSUED TO HEALTH PARTICLEBOARD PANELS 8D 6'EDGE/ 12' FIELD NUI•BER OF 8D COMMON 4 DEPT. { DIAGONAL BOARD SHEATHING ( ) NAILS IN EACH END OF S HEALTH DEPT. ROOF PITCH ROOF SPAN FT. I-IO-I6 REVISIONS AS PER I'x6' OR I'x8' 2-8D PER SUPPORT I V4'x 20 GAGE STRAPk 3-8D PER SUPPORT ; O I-26-I6 REVISIONS AS PER 1"x10' OR WIDER TOWN OF SOUTHOLD 12 4 4 2-26-I6 ISSUED TO BUILDING FLOOR SHEATHING 16 5 6 AST TWO O DEPARTMENT 20 6 7 B YS OF 0 STRUCTURAL PANELS 3:12 224 7 8 8 a TABLE 3.7 FRAMING I' OR LESS 8D b' EDGE/ 12" FIELD _ _ j0 GREATER THAN 1' IOD 6' EDGE/ 6' FIELD 336 2 - - ROOF SPAN (FT.) 0 DIAGONAL BOARD SHEATHING 1'x6" OR 1'x8' 2-81) PER SUPPORT 12 20 28 360 ENDWALL IIA0" OR WIDER 3-81) PER SUPPORT ' " WA SHEATHING I5 NAILED 3' ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RA S PER JOINT S U IbD Co51MON NAILS O NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 ON-CENTER AT THE PANEL EDGE. IF LL EA NG D ENT RAFTER PACING IN. 0 EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 20 5 5 ( ) PER ► sPucE ��'� PLATES, 514ALL BE USED TO MAINTAIN THE LOAD PATH. 4:12 24 5 6 z 32 7 8 12 4 6 8 11 0 � WHEN WALL SHEATHING I5 CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER 0 ' FOOT ' 36 8 - 3:12 16 5 8 II 14 24 6 II 16 21 0 A A � 12 2 3 12 3 5 6 S 0 ' 16 3 4 4:12 24 5 9 12 16 BLOCKING 0 20 4 4 5:12 24 4 5 SEAL 32 5 7 12 3 4 5 7 1 36 6 7 5:12 16 3 5 7 9 24 4 7 10 13 GIRDER SEE PLANS FOR SIZES t TYPE 1� r 12 2 3 12 3 3 4 5J/ 4t 16 3 3 7:12 Ib 3 4 5 6 LAST TWO I T 20 3 4 24 3 5 7 9 BAYS OF MODEL# PBS44 (REF# AC4) 6:12 24 4 5 FRAMING (UPLIFT 1815 LBS), MODEL# 28 4 5 , PBS" (REF# AC6) (UPLIFT 1815 36 6 7 9:12 12 3 3 3 4 Ib 3 3 4 5 � r: '= ^°":'�" ..✓'� LBS) SEE PLAN FOR SIZES. 24 3 4 6 7 4X4 ACQ POST, 6X6 ACQ POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 Copyright 2015.STROMSKI architecture,p.c.All rights SIZES TYPE. reserved The Architect reserves the right to reproduce this I6 3 3 12:12 16 3 3 3 4 design in its entirety or any portion thereof.Unauthorized MODEL# PA44 (REF# 20 3 4 24 3 3 4 6 alteration of these documents is a violation of the New York 7:12 - 12:12 24 4 4 State Education Law.These drawings and specifications are AB44), MODEL# PA66E 28 4 5an instrument of service and are the property of the Architect (REF# A66E) SEE PLAN 32 5 6 1 NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS These drawings and specifications are not to be used on any other project,except by written permission of the Architect. FOR SIZES. 5 6 ' HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A c I I LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. I5-AR005 I I GRADE ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT ' WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 3/2 c�LI. MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSF). TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY WP CHECKED BY RS a 5/8' DIA. ANCHOR BOLT 2 WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF , BLOCKING j THE STRAP I5 EQUAL TO I AND THE FRAMING I5 ATTACHED IN ACCORDANCE EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP TITLE WITH 10" MINIMUM SPLICES. AT 4'-0' WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT INTERVALS EMBEDDED LENGTH INTO REQUIRED. ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES CONCRETE ° WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE 4 OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED LOCATED NIGHER IN THE ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A—A NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP. SHALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS NUMBER OF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL Diagrams e 4/55 5 5.00 CONNECTION HARDWARE IS REQUIRED. 5/ .00 2 TYPICAL FLOOR AND ROOF BRACING Scale: 3/4n 1'-0" _ i n 3/4 4.00 - - Q 2/3 3.00 AT END WALLS 1/2 2.00 RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 1/3 1.50 SHEET 1/4 1.33 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 1/5 1.25 3 TYPICAL POST SECTION Scale: 3/4ni n -0 I/b 1.20 W - 2= I I/10 I.II V V FRAMING AND CONNECTOR DETAIL