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Home My WebLink About40098-Z %'004/(Q9 Town of Southold 3/21/2017 0 P.O.Box 1179 o ` 53095 Main Rd 'ffjol �ao`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38868 Date: 3/21/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 485 Hickory Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-1-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/26/2015 pursuant to which Building Permit No. 40098 dated 9/18/2015 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 COVERED FRONT PORCH, SIDE COVERED ENTRIES,ATTACHED GARAGE AND UNFINISHED BASEMENT, PER ZBA DECISION#6849, DATED 04-16-2015, AS APPLIED FOR The certificate is issued to FHP Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0069 03-15-2017 ELECTRICAL CERTIFICATE NO. 40098 10-18-2016 PLUMBERS CERTIFICATION DATED 11-03-2016 Joe Whitecavage t rized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40098 Date: 9/18/2015 Permission is hereby granted to: FHP Enterprises Inc 344 Terry Ct Southold, NY 11971 To: construct a new single family dwelling as applied for. At premises located at: 485 Hickory Ave, Southold SCTM #473889 Sec/Block/Lot# 77.-1-24 Pursuant to application dated 8/26/2015 and approved by the Building Inspector. To expire on 3/19/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,674.40 CO -NEW DWELLING $50.00 nTotal: $1,724.40 1, Building In pector 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: pp Old or Pre-existing Building: (check one) Location of Property: Lf 25 Aw zU House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 77 Block J Lot Q Subdivision Filed Map. Lot: Permit No. 0 _Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO�j��®C Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert( .town.southold.ny.us Southold,NY 11971-0959 c®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. FHP Enterprises Inc. Address: 485 Hickory Avenue City: Southold St New York Zip: 11971 Building Permit#: 40098 Section 77 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Scharadin Electric License No: 3540-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 X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 42 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water ELE GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 5 Main Panel 200 A/C Condenser 1 Single Recpt 5 Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliancesr52 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect [2001 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200A Underground Service, 2- Combination Smoke/CO Detectors, 3- Exhaust Fans, 8-ARC Fault Circuit Breakers. Notes. Inspector Signature: Date: October 18, 2016 0-81-Cert Electrical Compliance Form.xls o��pF SO(/T�QI O Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 . Q Southold,New York 11971-0959 QOWN% BD BUILDING DEPARTMENT MAR 2 0 2017 `DOWN OF SOITI'HOLD ]BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: !�/3 Building Permit No. j�UOy' 8 Owner: /�Op (Please print) Plumber: (Please p lt) I certify that the solder used in the water supply system contains less than 2/10 of l% lead. lumbers Signature) Sworn to before me this day of , 20 Notary Public, County CHRISTIE NALLOCK Notary Public,State of New York No.4831950,Suffolk County_ Commission Expires May U 2u rqjf so TOWN,OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I/FOUNDIATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING I STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 00" co DATE — INSPECTOR o OAoF sjillo o�ryo� cOUNI'1 TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR- so u TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION- I FOUNDATION IST [vl-ROUGH PLUMBING F UNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS: DATE — INSPECTOR f4f s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 --INSPECTION ] FOUNDATION I ST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARk'c- DATE I N S P E C T 0 11 - �o�`'oF souryolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION. 1 ST [ ] GIN PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [' CAULKING REMARKS: -7 [[L DATE INSPECTOR SOUlyo! h O N O i cOUMY,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 ( ,ow (i.�CkiCz or Ayo FxXf✓►� VDA DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [;�FINAL LATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:ep lz O 61 DATE 0 ID INSPECTOR OF SOUjyolo VVV 'YCuuffnI c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATEINSPECTOR - ' iiiiiiiiiiiiiiiiiiiiiilir .. � 04 i ca . �.�._....�� is r ENEPoy cbDE - ►�r1/11.� Am-IMM powi I MA r�r WIM- "FI iii► Alp ► .i _ _- ►i.�. d MOM �. ." 1. '�L�i �"ll�ir! SII r n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �� ' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate fStorm-Water Assessment Form Contact: Approved 120 Mail to: Disapprove Phone: Expira o Q A 000i Bur pct AUG 26 2015 APPLICATION FOR BUILD,IN PE T ff I � J "CPT 'Jf � JAN 2 ! Date,;;!1',r TJTH'10 20 INSTRUCTIONS RI D ; aT Ta:,,This�appli action MUS be completely,filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofplans;-accurate-pl-ot-pl 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 shal l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues,a Certificate of Occupancy. f.Every building permit shall expire if the,work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections: IV (Signatu a of Oplicant I name,if a corporation) Cr- 5607 Gd /f9`l0 (Mailing address of applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OGt1/ll X Name of owner of premises M/— (As on the tax roll or latest deed) If applic Visa or ,rat' n, ignature of duly authorized officer (Name andlitle 4corpVate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Llon of land on wh'ch pro osed work will be done: 'So��; - House Number Street Hamlet County Tax Map No. 1000 Section Block 7h,`t &'b-t~o.!P, w t r pti 'IdKf, rout-,to.0,41 I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premis s and intended u e and occupancy of proposed construction: a. Existing use and occupancy [/QIU]'— L)dN b. Intended use and occupancy S/ C414et1�'LLlfv 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost uo 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. k 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ' 4 � 4 Dimensions of same structure with alterations or additions: Front Rear Depth -o Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Z$• Height Z&I Number of Stories Z 9. Size of lot: Front M I Rear 123.2— Depth 3.Z d y-4 10. Date of Purchase Name of Former Owner A/ kA ( �(,'TS . 11. Zone or use district in which premises are situated 70 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /- Will excess fill be removed from premises?YES NO 14.Names of Owner of premises 6 rW*SdAddress 7 C-r' • Phone No. 116 •T�'/S Name of ArchitectAddres OV Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.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 ) y j �� ,r . ` being duly sworn,•deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the eom"TY- 1 L (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this G , rday of 20 Notary, _ublic CONNIE D.BUNCH a`.?Sign ure Applic nt Notary Public,State of NeW York No.o18U6186050 ouaVW in Suffolk County Commtmlon Expires April 14,20 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 3, 2015 TO: FHP Enterprises 344 Terry Court Southold, NY 11971 Please take notice that your application dated January 28,2015 For permit for the construction of a new single family dwelling-at Location of property: 485 Hickory Avenue, Southold,NY County Tax Map No. 1000—Section 77 Block 1 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 21,827 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots measuring between 20,000 and 39,999 square feet in total size, the minimum rear yard setback is 50 feet. The construction notes a rear yard setback of+/-39.7 feet. ----------------- Authorized Signature Cc:File, ZBA 4 BOARD MEMBERS Southold Town Hall �J r_Leslie�kanes Weisman,Chairperson �� $O(/ry® 53095 Main Road•P.O.Box 1179 �® l® Southold,NY 11971-0959 Eric Dantes ac Office Location: Gerard P.Goehringer CA �r Town Annex/First Floor,Capital One Bank George Horning 0 ® �Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider lyeouNNSouthold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ] TOWN OF SOUTHOLD L)-,)-, Tel.(631)765-1809 Fax(631)765-9064 I i 4 ,_1 J APR 2 2015 FINDINGS,DELIBERATIONS AND DETERMINATIO-N MEETING OF APRIL 16,2015 ZBA FILE: 6849 NAME OF APPLICANT: FHP Enterprises PROPERTY LOCATION: 485 Hickory Avenue(corner Hickory Avenue) Southold,NY SCTM#1000-77-01-24 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 11, 2015, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is located in the R40 Zone District. It is a non-conforming vacant lot containing 21,827 Sq. Ft. It has 163.22 feet of frontage on Hickory Avenue, 123.20 feet along Hickory Avenue on the east side, 202.46 feet along the southern property line and 120.00 feet along the western property line as shown on the survey prepared by John T. Metzger, LLS, dated August 6, 2014, last revised February 19, 2015. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's February 3, 2015 Notice of Disapproval based on an application for building permit for construction of a new single family dwelling, at; less than the code required rear yard setback of 50 feet. RELIEF REQUESTED: The applicant requests a variance to construct a new single family dwelling having a 39.7 foot rear yard setback, where the code requires a minimum of 50 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 2,2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1 'r 'o Page 2 of 3—April 2,2015 ' 213X#684,9—FHP Enterprises SCTM#1000-77-1-24 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to construct a new single family dwelling in this residential neighborhood similar to other houses in the neighborhood. The subject property is one of the few undeveloped lots in a neighborhood that is virtually built out. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could construct a new single family dwelling within code conforming setbacks.However,the subject property faces two streets and a R.O.W. and therefore has 3 front yards, one rear yard, and no side yards, which limits the ability to construct a reasonably sized dwelling totally within the code conforming building envelope. 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 21%relief from the code. However, the proposed rear yard setback is to an adjoining 6.7+/- acre parcel whose principle dwelling is over 300 feet away, of which approximately 200 feet is wooded, which mitigates the substantiality of this requested variance. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new single family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried,to GRANT, the variance as applied for, and shown on the Survey/Site Plan prepared by John T. Metzger L.S., dated Aug. 6, 2014 and last revised Feb. 19, 2015 and the architectural drawings prepared by Adam C. Volosik. R.A., numbered: SD-2.0, SD-2.1, SD-2.2, CD-3.1, CD-3.2 and CD-3.3 all noted as last revised on 25 January 2014(most likely an error with respect to 2014). Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mmtmis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1) year terms. 1 V Page 3 of 3—April 2,2015 r 'ZBA#6849—FHP Enterprises ,SCTM#1000-77-1-24 Vote of the Board: Ayes:Members Weisman (Chairperson),Horning,Dante, Goehringer.Absent was Member Schneider.This Res lution was duly adopted(4-0). QL- I eslie Kanes Weism n Chairperson Approved for filing / �/ /2015 Ldvcol t BOARD MEMBERS ®f SOS; Southold Town Hall Leslie Kanes Weisman,Chairperson O�� 1 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantesis Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� ® A`i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider Co�N�,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 November 6, 2015 1�1'ji Scott BogerFHP Enterprises iNOV 13 2015 . 485 Hickory Avenue Southold,NY 11971 RE: ZBA#6849 Dear Mr. Boger: I have reviewed your letter dated November 2,2015 requesting a de minimus determination in the above referenced ZBA decision.Your proposal to add an attached breezeway with a larger garage is shown on the following document which you submitted with your request: survey dated August 6,2014 last revised February 19, 2015 date stamped received by the ZBA November 2,2015. - - Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Sin ely, Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Scott A. Russell '�'�5�r 'r� ST(0�1R.1\M[WA\1F1E1k, r � MANAGEMENT SUI'ERVIS®R 0 Ul � SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 ��' �y Town of Southold �C1t �'k� ztccrztl� CHAPTER 236 - STORIVIWATER IMNAOEMENT WO SHEET_ (TO BE COMPLETED BY THE APPLICANT ) AUG 2 7 201 I _. _ . ... ...._. _ _. � � AUG 26 2015 i DOES THIS PROJECT INVOLVE ANY OF 'I'H IN t fie§ NO K ECK ALL THAT APPLY) ' [❑0 A. Clearing, grubbing, grading or stripping of land which affects-rir6re } { than 5,000 square feet of ground surface. j ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. . ❑��;�.i�.�p�n�ra�i_o.�czt-�sls�p�� wl�icb�x ed 10 `Feet vertical rise to 100 feet of horizontal distance. w ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. _ El F. Installation of new or resurfaced impervious surfaces of 1,000 square 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! Cbapter 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: APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) OLMILI NAME: __ __S/_l.._ .- o� -� VIC) Section Block Lot ! �``�` Ff)(1 LIILI?Itis DI.I':1Pi?'; %NT USE (}N",_ Contact WOFF-rauorc a/�!� � _ 5V Rev"CNVCCi BYy _ Date- P I t Construction `:York: rcoeltti Address Loc of - - - 4_r__Wk�_ r';n�rvveJ f;r prvice�aut �il.iciifl Permmt _ ._- ---AV_L__r._.._____ F] `.�torn-,4alct ,vJ,;t'2:_r_m en1 ContiV Pt8t;1)ot Reytwed, del to f li?.i.Pt'r't1„liC( fir:JCCI ,o:Revw.< . J_01Z N! APPLICANT; S.C.T.M.*: 1000 CHAPTER 236 Wrope-ty Owner,Design Prefmional,Agent,Contractor,Other) �'a /I. 11 1Stormwater Management Control Plan CHECK LIST NAME: � t Section alocY Lot S M C P -Plan Requirements: Provide ONE copy of the Building Pori-nit -.pulic�t r• YA c Yrud . ��r ./►//G�� ate: The applicant must provide a Complete Exp!anatlon and/or kea,,or, far not prcvid.r.; Y 1 I Ke X01+?t all Information that has been Required by the following Checkfi�,tl �,$'.t"4C tckVlw�c HVmESF I. A Site Plan drawn to scale Not Less that 60'to the inch MUS NO If You answered No or NA to any Itern, Please Prov;de Justification He-e' show all of the following items: YES NAS ; 11'you need additional room for explanat.ons, Please Provide additional Parr a. Location& Description of Property Boundaries b. "Total Site Acreage. j c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-IT02). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance, j I SEDOMER i CUR U HULSi f. Existing &Proposed Contours of the Site !Minimum 2lntervals) a Include but not a fimited to: k g. Location of all existing& proposed structures, roads, I we maintained Constra�ction Entrance, driveways, sidewalks,drainage improvements&utilities. Wire Backed Silt Fencing,stabilization & h, Spot Grades& Finish Floor Elevations for all existing& I! Seeding of exposed-and/or inactive soils. proposed structures. 1. Location of proposed Swimming Pool and discharge ring. i. Location of proposed Soil Stockpile Area(s), j k. Location of proposed Construction Entrance/Staging Area(s). j "! 1. Location of proposed concrete washout area(s). j M. Location of all proposed erosion&sediment control measures, e Stormwater Management Control Plan must include Calculations showing Eantact Tes Ell igh wei h ig d - befbre __ ! that the Stormwater Improvements are sized to capture,store,and Infiltrate Backfill, OR Provide Engineeros Lertification on-site the run-off from all impervious surfaces generated by a two(21 Ii that the Urainage has been installed t® o e. - rainfall/storm event. 3, Details 8 Sectional Drawings for storm.water practices are required for approval Iternt, requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 1 b, Construction Entrance& Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) l i � d. Leaching,Structures (e.g.infiltration basins,swales,etc.) •- •-- -.._ .._.. _ .... . ., ---•-• -...............I.... _ ._. . Information 1S !r- ''A' FOR t:NGINEL:fZ1N D 'PAR" • , SE ONLY"x�' j .... . -. .. . ~i4 Additional Info Required. Reviewed& 1 Stormwater Management Control Plan is Nat Complete Approved By: - - — -- - — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date- 1411 SMCP has been approved by the Engineering Department, FORM ,� SWCP C ck List-TOS MAY 2014 ��SUFF04 Town Hall Annex �� G� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 c Southold, NY 11971-0959 u- BUILDING D.EPARTmENT NOTICE OFUTILIZATION•OF:-TRUSS `YiPE CONSTRUCTLON, PRE-ENGINEERED_ WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION' Date: Owner:_ l` E�hZyl/��Ic • y r�- : v•; �. Location of Property: 4t- 11-A Please take notice that the (che( ap 9r1 cable line): g t New residential structure~ _ Addition to existing"residential structure Rehabilitation to an-eAsting.residential structure 3 to be constructed or performed at the lsubjkt`�?dlie► y;�efererice above will utilize (check applicable line): r r r Truss type construbt16 .(1M _.- r ✓ Pre-engineered woact;cortstructicirr Timber construction(TC) in the following location(s) (check applicable line): Floor framing, includinggifders,and.beanns(F)- Roof framing(R) t _ , Floor and roof framing (FR) Signature: _ !dame (person submitting this ter. n Capacity(c ck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 pF SO�Iy�Po Town Hall Annex It JS Telephone(631)765-1802 54375 Main RoadJ C13ax(631)765--5 2 P.O.Box 1179 G� Q roper.richert(a�`+town.soutl�i i d ny us Southold,NY 11971-0959 a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. - Date: S AM, , !; Company Name: �� I nV Fc. &- Name: License No.: Address: ,1077 c�i�rl S 1 _ Phone No.: - JOBSITE INFORMATION: (*Indicates required information) `Name: FNP a-44- -pr t Sys 'Address: *Cross Street: oA *Phone No_: ' Permit No.: Tax-Map District: 1000 Section:h 7 - _ Block: / Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additions( Information: PAYMENT DUE WITH APPLICATION & C C 82-Request for Inspection Form - I . ADVOCATE'S ABSTRACT, INC. ImIng pol der of Title No. ADV-9912-5 F,�� - 1 SINGLE&SEPARATE SEARCH JAN 2 8 2015 STATE OF NEW YORK) : ss.: BLDG DEPT COUNTY OF SUFFOLK) TOVV�!Of;OUTIIOLD STEPHEN AL RICHARDSON,being duly sworn,deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made,under his direction,of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 077.00 Block: 01.00 Lot: 024.000 I That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 9/3/1942 and such search shows,and he does certify that,according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assistthe TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABS'T'RACT,INC.,as Agent for Stewart Title Insurance Company BY: Stephen M.Richardson,`President Sworn to before me this 19th day of August,2014. KAREN I-RMVY=M N/MtYM 6302 Route 25A-Wading River, NY 11792 +perrgR PUBLiC.�d 01Rtb37Z81 631-929-6686 • 631-929-3708fax Quallow in,sum trvnM155k n e5 SUBJECT PREMISES: 1000-077.40-01.00-024.000(Lots 261269) _ Oliver Bros.Building&Construction Corporation Dated: 09/03/1942 to Rec'd: 09/10/1942 Charles S.Trownsell and Liber: 2251 Page 162 Florence May Trownsell,ux. No Proof of Death found in Suffolk County. Florence May Trownsell Dated: 09/21/1975 to Rec'd: 09/24/1975 Gilbert E.Pinkham and Liber: 7914 Page: 133 Doris E.Pinkham,ux. Gilbert E.Pinkham and Dated: 09/29/1988 Doris E.Pinkham,ux. Rec'd: 10/07/1988 — /0 Liber: 10709 Page 30 f Gilbert E.Pinkham Gilbert E. Pinkham Dated: 11/20/1998 to Rec'd:08/26/1999 / Gilbert E. Pkddmm and Liber: 11985 Page 349 l Doris T.Pinkham a/k/a Doris E.Pinkham, Trustees of The Gilbert E.Pinkham Trust (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: S; ,rl ---� STEPHEN'M.RICHARDSON Sworn to before me this 19"'day of August,2014 KARENI..RMHAR=tj er"ARYAUBIICSMOtN9Wyes - 2 of 5 01RI4837M Qualmed In sum* � G P_RMSES SOUTH OF SUBJECT PREMISES• 1000-078.00-07.00-020.000 Oliver Bros.Building& Construction Corporation Dated: 01/08/1938 to Rec'd: 01/12/1938 John T.A.Mosney Liber: 1964 Page:23 No Proof of Death found in Suffolk County. Mary Mooney-Getoff, as sole heir to the Dated: 05/27/1992 Estate of John T.A.Mosney Rec'd: 05/28/1992 to Liber: 11473 Page 323 Mazy Mosney-Getoff Mary Mosney-Getoff Dated: 06/04/1999 to Rec'd: 07/22/1999 Maria J. Getoff and Liber: 11977 Page 650 Sarah B. Getoff,as Trustees U/A Maty J.Mosney-Getoff Asset Management Trust Maria J. Getoff and Dated:06/21/2000 Sarah B. Getoff, as Trustees U/A Rec'd: 07/05/2000 Mary J.Mosney-Getoff Asset Management Trust Liber: 12053 Page 395 to Alan Miller and Melissa Miller (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: Sworn to before me this 191h day of August,2014, AR PUsuM illft Of U0111" 3 of 5 01RIM I Qualified In Stdfalk CnmmissWnI P V5 PREMISES WEST OF SUBJECT PREMISES: 1000-077.00-01.00-023.000(Lot 270) County of Suffolk Dated: 08/26/1953 by Milton L.Burns, County Treasurer Rec'd: 09/01/1953 to Liber:3572 Page 262 J.Leo Saxstien J.Leo Saxstien Dated: 08/23/1975 to Rec'd: 09/24/1975 Edwin Fi.shel Tuccio Liber:7913 Page: 544 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: Sworn to before me this 19*day of August, 2014 KARENf-RKRAM 0A0 7 NRY PUBLIA Stalacif NeWyft . 01R14$37M Qualified In Stiif im t:f�rrunission Sxp CS • 4of5 PREMISES ADJOINING NORTH OF SUBJECT PREMISES:HICKORY AVENUE PREMISES ADJOINING EAST OF SUBJECT PREMISES: HICKORY AVENUE Dated:August 19,2014 ADVOCATE'S ABSTRACT,INC. BY: Sworn to before me this 19"'day of August,2014. Kr�ftEN>~1�tB41S0R�0� . *'fAR-PUBLICS.$tet@ 014OW" OIR14837291 ©uaiwin S Commission�Iuftalk ks 5 of 5 Q Revisions 10 10-97 0905-00 01-22-04 N 3265 °1 N 325 562 N Creek f: 117' 6, 1, 117 6z I IL•� w Isel + ra A • d4--, a 3 ? + I ; 17.2 a 171 13 G '�} ml $_z_1_-w' �) 1.2A(c) g,� ,1�, •b� ��3 11ao B0_- - 4-— $ 16 188 1'S :y •;'�.' ,O -:a�T. -------� 15.1 8 19 8 •J� �, `. .�. ",5'"'" ` I 25 s 10 ----- JI O £ i �``4p •� �`` 2� ;PA tml� i i �Im�,`'--- __�_12>h Do �1 �i�+'a. P � `��`�`. k .'-� a�,•' •,aro`. '•i 5-`P D -- ------- - $_ ___----- nl -_19--- _ m --8- --g S 22 R ` `� •`3+` ob flu+ ---- 14 - I. • .4` ply. '��g`��' �` _aui m'ors7 _______ ____`___ �`, $ --- 287`-- --- -- � L , 25- 5 23_ '- -'r ---`- -o" -- --- Pcr + R ----- ,rep Pon ----- _ - + -___?8 g ___awl -I__ _ - _ - m_-------1 131 _ 2 ---- ___ ---__---I 24 s ` --- --- _ to L to Ie} _- _+ (307 __ 8g�, -____j 25 HICKORY A AVE. 2(337 N 323,682 N 323662 L nso-.Ir..mvLm. s„seMaa,mw nn smm a.rm Lw ropa°o,wle wp --R Iln¢Rss Ii+HNIV OTrcRu.sewuPRopER,res E �""'�ivion OIwn ten} 5-a _ fir, 1,� COUNTY OF SUFFOLK © K ma TOm OF SOUTHOLD SECTION NO E —�— �.s�.,>e,p«vsup en. (21) �,e O E..D.I.�I.e --E-- ,R.,a, -- — u,E wnnI TRE EOIInwNG Dsmle}s NOTICE da li fad, E aTe ,o — —— SALE OR .;� � Real Property Tax Service Agency Y E °n•n°^L°'L"• -�---� O.mnbn a IS.Pa.q.we --w-- m IDal�y rnT n6p� sTORpNf WYtTf DISTflI9UT,NON OE TANT POflTION OE ME1- p county VILLAGE OF N M.w. ~~---`� W ~•� —_ - 11MP CODn Center Rrvenc�aG,NY11901 77 t 1'.:.•••.•✓• •vt: - •�l w-,_^i`aas,-.,x .:d -- _ - �_� �'•a"` __E-- om�.t"--��— coIXCOYNTV iA%enwP 15 PROHIBITED lii1 F• .. _ _ _ _ _ _ _ _ M an -_ _ _ - -1 f.a-- :L••-:. mn�� TTEN aERv.iss.OR OP THE •'1°- �y 5' W A rx•., -«.+.r,• _ loon P.•.,.- - O ERiVM .T +ct f t - t m _ -L b: , F( 3� OSED SEPTIC SYSTEM DROOMS) SURVEY OF PROPERTY [1] 8 FT. DIA. x 12 FT. DEEP PRECAST CONCRETE LEACHING RINGS IN SOUTHOLD BACKFlLL WITH 3' SAND (SW) COLLAR, 3' ABOVE GROUND WATER [1] 1,000 GALLON PRECAST SEPTIC TANK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. \� 1000-77-01-24 0' EL IV r AUG. 6, 2014 11 WL 2.W — �v maoa moa ®o REMOVE IMPERVIOUS SOIL "0 MIN. SIDE 1r eS "1GRAVEL SW 3,MN. WALL AFlEA CP yaF rs (� a �!' O `PALE BROWN FINE SAND SP JL RAIN RUNOFF CONTAINMENT: Arm pFc� DWELLING: 1016 Sq. D Ft. . �q� O� ��'� ' ��et c��a, � ,;��;� �,,•' `�C,��c��, 1,016 x 0.17 x 1 = 173 Cu.Ft. nC ' may 410 Provide 2 DWs. 6'2F x 4' Deep Connected by Gutters do Leaders P �ryO• {Alc Ss� MEit 4 C�rj�1` -10- AyV / //y- / EL IIQC 2114' dry TEST HOLE DATA �r o&ry� ^�ti v �j °'l5•jam , '` O/ 3 V McDONALO GEOSCIENCE \�/� .' reams / o � 07/25/14 h� \ ,#jd ` / �v`' \ / �® b' Alli lP ST WAN• / �Q• NZ 2811, / b EL. 28.1 DARK BROWN LOAM OL `�F�1� frrn., \ EL 0.5' ar �s� / X F� \ SF afiv BROWN SILT ML jo Iry PALE BROWN SILTY SAND SM o u 18' 4-a ��90 /� Iri PALE BROWN FINE SAND SP 24' �c��, 4j�4 '`ti►' o NO 7F.- NO WA7FR ENCOUNTERED " F� 1 � i O��st RECEi'1/ E AUG 19 2014 �F of SFE CO. HEALTH SERVICES .T rti •�k`OF WASTEWATER F,'G . I AM FAMILIAR KITH THE STANDARDS FOR APPROVAL AND CONSTRUCn1 ON OF SUBSURFACE SEWAGE DISPOSAL I AwA AF f LOT NUMBERS REFER TO 'MAP OF GOOSE BAY ESTATES' SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE I ' M *• FILED IN THE SUFFOLK COUNTY CLERK'S OFRCE ON SEPTEMBER 12, 1934 AS FILE NO. 1176. BY THE CONDInONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. THE LOCA nAN AF' Nf7.l'S AND aWoALs " .Y.S. LIC. N0. 49618 ANY AL 7ERA nav OR ADDI nav TO THIS SURVEY IS A VIOLA nav sHOI�v HEREav ARE FROU FXW OBSERVAnays OF SEC77ON 72090E THE NEW YORK STATE EDUCA77ON LAW. AND OR DATA OBTAINED FROM 07HERS �CO(VIC) r02O'FAX RS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIV19ON 2. ALL CERTIFICAnONS . (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF ELEVA77ONS ARE REFERENCED TO THE nvr EASTERN p� M p �^ P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOWNS TOPOGRAPHIC MAPS REVISED 70 NAVD 88' AREA = 211827 80. FT• R4 WHOSE SIGNATURE APPEARS HEREON. SOUMOLD,, N.Y. 11971 T 14-08 PROPOSED SEP71C SYSTEM ( 3.BEDROOMS) N SURVEY OF PROPERTY [1] 8 FT. DIA. x 12 FT. DEEP PRECAST CONCRETE LEACHING RINGS IN SO UTHOLD BACKFILL WI7H 3' SAND (SW) COLLAR, 3' ABOVE GROUND WATER TOWN OF SD UTHOLD [1] 1,000 GALLON PRECAST SEPTIC TANK SUFFOLK COUNTY, MY 1000-77-01-24 SCALE: 30' EL it � AUG. 6, 201 ,'Mrr. 20 441) 00170 000 00 REMOVE 9+n"ouS SOL 300 IF. BAO10XL NTHCtFJ1N MM. sm 1r SAND &GRAVEL SW ,Z,C, p 6 3'NM MU.AREA ,1� �O + �f `PALE BROWN FINE SAND SP y�r wt URA tt4 Abf)fte. EL PAVbrf1b ASRW W �ou* —' \A�'F`'�`'_� MU�t t`�LY� �I►G�u�Ay S�f�G►�cGd�T t0 .�� RAIN RUNOFF CONTAINMENT: ARD OF DWELLING: 1.016 Sq. Ft. 4P - O P""C 1,016 x 0.17 x 1 = 173 Cu.Ft. sirnc � Provide 2 DWs. WO 4' Deep Connected by Gutters do Leaders �v G CALLISLM bNS MSS i '33! _1. CLU DL ' / gC,9�r ti� ryrj� /�o t / / S� / ??, �� EROSION &SEDIMENT CONTROLS 7FST HOLE DA TA o'� ^ �''� ti'�� ' / _ Shall include but not be limited to: McDONALD GEOSCIENCE 2� ` `° ti �! / / / 0 A well maintained Construction Entrance, 07/25/14 `' ya / 'O�` // ® �' / � � Wire Backed Silt Fencing, stabilization & EL. 28.1' LP 1 µ�N / \ nil / 3 Seeding of exposed and/or inactive soils. DARK BROWN LOAM OL ` '��.� �,� / / / EL 0.5' raj' EP / x / SIX DRAINAGE INSPECTIONS ARE JrAr REQUIRED / as Contact TOS Engineering at 765-1560 before BROWN SILT ML b)� / �o'� / 3 / OR Provide Engineer's Certification � .� Backfill, 3, /y �,• , / that the drainage has been installed to Code. 00, PALE BROWN SILTY SAND SM Pa1rn fAt2 ov Au- LPRO �15�l)Q.��tSGr✓ + t (�5'CALL 4, PR.l DCL "f0 I'hAY WAY,_ 18' PALE BROWN FINE SAND SP ¢ 4iF✓s O`S!y IS°�f 24 ��c S,9 Alj o ^ti o NOTE.- NO WATER ENCOUNTERED " �Q (b APPROVAL OF STORMWATERANAGEMENT 7p8 y CONTROL PLANT ow Code h e 236 Date: - S Approved by: Y EL N V`'Y I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL I AREA AFI k �' AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSALSEP77C ` SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE 1 ' '4Pi'J LOT NUMBERS REFER TO "MAP OF GOOSE BAY ESTATES' 3s: FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON BY THE CONDI7IONS SET FORTH THEREIN AND ON THE SEPTEMBER 12. 1934 AS FILE NO. 1176. ` FS PERMIT TO CONSTRUCT. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION THE LOCATION OF 11EI.LS AND CESSPOOLS .Y.S. LIC. NO. 49618 SHOW OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. N HEREON ARE FRAM FIEZD OBSE4VAT)ANS ECOMG� ORS, P.C. AND OR DATA OBTAINED FROM OTHERS ( )631 X765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER7IFTCA7I01VS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVA77ONS ARE REFERENCED TO 7HE FlVE EASTERN P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA 21827 SO. F. 1230 TRAVELER STREET I n WHOSE SIGNATURE APPEARS HEREON. TOWNS TOPOGRAPHIC MAPS REVISED Tn NAVD 88 + 14-08e7 SOUTHOLD, N.Y. 11971 PROPOSED SEPTIC SYSTEM (4 BEDROOMS) SURVEY OF PROPERTY [1] 8 FT. DIA. x 12 FT. DEEP PRECAST CONCRETE LEACHING RINGS BACKFILL WITH 3' SAND (SW) COLLAR, 3' ABOVE GROUND WATER IN SO UTHOLD [1] 1,000 GALLON PRECAST SEPTIC TANK TOWN OF SO UTHOLD SUFFOLK COUNTY, 1000-77-01-24 SCALE: V-30' AUG. 6, 2014 1' WL JAN. 23, 2015 (REVISIONS) z 12.5' 00 Cl ®a REMOVE IMPERVIOUS SOIL _ 300 S.F. BACKFILL HATH CLEAN °G y a MN. SIDE 12' SAND h GRAVEL SW 3'MN. WALL AREA COLLAR 3'± `PALE BROWN FINE SANDP FI- RAIN RUNOFF CONTAINMENT: AREA OF �)�V ' \) �'QF �q 4 /� 4 7' DWELLING: 1,016 Sq. Ft. � �. 1,016 x 0.17 x 1 = 173 Cu.Ft. SEP;". �' �s�� N�, �► Provide 2 DWs. Dor x 4' Deep h�F Connected by Gutters & Leaders �v O O { SS2 Mol CERTIFIED T0. FHP ENTERPRISES INC. ROBERT SPITZENBERG I A4' WESTCCR LAND TTLE INSURANCE COMPANY AO / TEST HOLE DATA McDONALD GEOSCIENCEioM, , >; 07/25/14 " % s = r EL EL. 28.1' 2a�' / , DARK BROWN LOAM OL g�� / = r a / EL 0.5' ar �� ` SIX � / Fa°rw BROWN SILT ML b)� �o,�ti // a Iry 40.01 PALE BROWN SILTY SAND SMIs / ti �41 4 NELL PALE BROWN FINE SAND SP ¢�i� �<�ss OS '50f' „ 24' �c NOTE. NO WATER ENCOUNTERED ' Mpg y a. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ;a, ::n''..E;• / err h�' --�'y-�✓"c "t` ',`. B �I LOT NUMBERS REFER TO 'MAP OF GOOSE BAY ESTATES" AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL I AREA OF FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE ! .> BY THE CONDITIONS SET FORTH THEREIN AND ON THE 1 / SEPTEMBER 12, 1934 AS FILE N0. 1178. �;.� PERMIT TO CONSTRUCT. /'- ANY ALTERATION OR ADD17701V TO THIS SURVEY IS A WOLA7701V THE LOCATION OF WELLS AND CESSPOOLS �`� c, G- Y.S. LIC. NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. SHOWN HEREON ARE FROV FIELD OBSERVATIONS EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. ALL CERTIFICATIONS AND OR DATA OBTAINED FROM OTHERS. (631) 65-5 20 FA , P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ELEVA110NS ARE REFERENCED TO THE FIVE EASTERN /� MQn SO P.O. BOX 909 TOWNS TOPOGRAPHIC MAPS REVISED TO NAVD 88' ^ A L Iv827 vim• �• _O�� WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.,Y. 11971 PROPOSED SEPTIC SYSTEM ( 3.BEDROOMS) N SURVEY OF PROPERTY [1] 8 FT. DIA. x 12 Fr DEEP PRECAST CONCRETE LEACHING RINGS BACKFILL Wf7H 3' SAND (SW) COLLAR, 3' ABOVE GROUND W47ER IN SOUTHOLD [111,000 GALLON PRECAST SEP77C TANK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. a. ,r 1 � ' ,•wsl. AUr^ 6, 2014 _ V� OM-BER-6, 4--(CERTTFIOATIONS-ADD ED 120 �11 DEC. 14, 2015 (FOUNDATiON LOC.) m000 moo ` mo REMOVE OMMUNIOUS SOIL IMI. WE 1r SAND 6 ORAVEL SMI 3•MML HALL AREA `Lj 3s'± •PALE BROW FOIE SAND SP G� O EL ^'� \r¢4• RAIN RUNOFF CONTAINMENT: AWA CF `` 4 DWEWNG: 1.016 Sq. Ft. �`—� �� 40 1,016 x 0.17 x 1 - 173 Cu.Ft. Provide 2 D%. 6'0 x 4' Deep Connected by Gutters do Leaders _ ?G EL TEST HOLE DATA r °�'`� ^'�'ry / / �'� / 45/ MCDONALD GEOSCIENCE 07/25/14 / �q _/ �• ,?W NOTE -- EL. 28.1' A''� // ' Q:® / CERTIFIED TO: --- -- DARK BROWN LOAM OL 4�'.} F / °�� 8a � � Ez. / / /� rb /. 334i.r FHP ENTERPRISES INC. 0.5 gar / �- ti d ss s, / ROBERT SPITZENBERG WESTCOR LAND TITLE INSURANCE COMPANY BROWN SILT ML 3 / •o� / � / / / / M 10 lK PALE BROWN SILTY SAND SM 41 & NEW V o PALE BROWN FINE SAND SP 24' 4f NOTE NO WATER ENCOUNTERED DEC S 2015 �r 1 I EL AM FAMIUAR NITH THE STANDARDS FAR APPROVAL D caNSTRUCnw OF SUBSURFACE SEWAGE DISPOSAL 1 LOT NUMBERS REFER TO "MAP OF GOOSE SAY ESTATES' IAEA �\ FILED IN THE SUFFOLK COUNTY cLERK's OFFICE ON SYSTEMS FAR SINGLE FAMILY RESVEINCES AND MIL. ABIDE SEPTEMBER IZ 1934 AS FILE NO. 1176. BY THE CONDI77ONS SET FORM THEREIN AND ON 7HE f PERMIT 70 CONSTRUCT. LOCA DON OF MRJS AND mor ANY AL 7ERA DON OR ADD1 DON TO THIS SURVEY IS A KOLA nav n V S OF sEcnON 72o9OF THE NEW YORK srA>F EDUCA nav LAW SHOWH°�0'N 'W� � °�'PVA11°NW Y� •^`' .Y.S. UC. NO. 49618 ,,x EXCEPT AS PER SECnON 7209—SUBD/W901V I ALL CERZIRCARONS AND DATA O9TA►AIED FROM 07F 7?S (631I-763-5020X (631) 765-1797 HEREON ARE VAUD FAR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Tows ma ARE HIc MAPS R TO THE N EASTERN P.O. BOX 909 NHOSE SIGr/ATURE APPEARS HEREON. TONNS TOPOGRAPHIC MAPS RENSED 717 NAM 88' AREA _ ��827 �• �• 1230 7RAVELER STREET IM-089 SOUTHOLD, N.Y. 11971 Hoocig 'Y SURVEY OF PROPERTY AGe`'c�\�.�,f, SCDHS REF# R10-14-0069 f f_r �_r#� �F - f._ q�.{`��for H/y!L ORKS��awe FPR I•j1 �( IN SO UTHOLD �� TOWN OF SOUTHOLD 1 y SUFFOLK COUNTY, N. Y. ��AQ� �-�� -- .t.,.{. dui®at� � � a }��lei 4� 1000-77-01-24 �wA A INiI MZ»T- SCALE1'=30' sarea,c,e ec • �1 � AUG. 6, 2014 JAN. 23, 2015 (REVISIONS) FEB. 19, 2015 (REVISIONS) DEC. 11, 2015 (FND. LOCATION) DEC. 30, 2016 (FINAL) TEST HOLE DATA McDONALD GEOSCIENCE 9r\ 41 o7/2s/14 Gtr . ti EL. 28.1 DARK BROWN LOAM OL P �� / %S% --- 0.5' Q) BROWN SILT ML t3Q �� / F Q o 28 4• D PALE BROWN SILTY SAND SM —dl s�. 0.��,� & � MAR 2 0 2017 10 •ham / �5�0� eo, ti ——— 18' �o ��^ sFAv a•ryy�o �� / o GAP\��P/ 322 BUILDING DEPT. TOWN OF SOUTHOLD � PALE BROWN FINE SAND SP OX NOTE.• NO WATER ENCOUNTERED �i,�. �f / 9�, 5 V. O ti �oO9 s CERTIFIED TO: tiS2 1 / 9�� ,Q ?i3, ,y / � - FHP ENTERPRISES INC. QJ• / o�ryo AGC �� mos�p / / �� ROBERT SPITZENBERG WESTCOR LAND TITLE INSURANCE COMPANY SEPTIC LOCA TIONS A BCIV ST 20' 48' LP = REBAR = STAKE �SF�ti1j,� S`3R9, / �6ti / LLAs' ■ = MONUMENT LOT NUMBERS REFER TO 'MAP OF GOOSE BAY ESTATES FILED IN THE SUFFOLK COUNTY CLERKS 1Q OFFICE ON SEPTEMBER 12, 1934 AS FILE NO. 1176. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF 's 4 N. Y.S. LIC. NO. 49618 SEC77ON 7209OF 774E NEW YORK STATE EDUCATION LAW. EXCEPT AS C. C . VEYORS, P PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON 5-5020 FAX P.C. 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSEp P.O. BOX 909 SIGNATURE APPEARS HEREON. AREA - 21,827 SQ. FT. 0 TRAVELER STREET THOLD, N.Y. 11971 14-089 JAN 10 2011 de sw1w e%x% U== l Tu Q=Qmrf;:S REScheck Software Version 4.6.1 Compliance Certificate - Project J1AUG 2 6 2015 J Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 15.6%Better Than Code Maximum UA: 365 Your UA: 308 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Envelope Assemblies Assembly or Cavity Cont. U-Factor ILIA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 673 38.0 0.0 0.030 20 Ceiling 2: Cathedral Ceiling 408 38.0 0.0 0.027 11 Skylight 1: Metal Frame:Double Pane with Low-E 17 0.530 9 Wall 1:Wood Frame, 16"o.c. 2,282 19.0 0.0 0.060 115 Window 1:Wood Frame:Double Pane 325 0.290 94 Door 1:Solid 48 0.300 14 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,033 21.0 0.0 0.044 45 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been esigned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and t ywit th mandatory requirements listed in the REScheck Inspection Checklist. Adam Volosik-Architect 8/8/2015 Name-Title Signature Date Project Title: Report date: 08/12/15 Data filename: C:\Users\avolosik\Dropbox\"Clients\SPITZENBERG\Res Check.rck Pagel of 6 REScheck Software Version 4.6.1 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 Pre•ins0b4tidn/Pian.R'eview Pians Verifieii Field VerifleiJ Cdinplies7 Commentsssumptions, 103.2 ;Construction drawings and --:,,--❑Complies [PR1]1 :documentation sufficiently ^• u°. u: _" _ :`_ ;i❑Does Not demonstrates energy code -{ E°'`r°=y _ J u l compliance for the building ❑Not Observable :envelope. ;' ❑Not Applicable 103.2, ;Construction drawings and !pIs❑Complies 403.7 documentation sufficiently ' El Does Not ,c - [PR3]1 ;demonstrates energy code _ compliance for lighting and K :4, = ,_ "- .$ ❑Not Observable , U ;mechanicals stems.Systems _`i<° y `°7[ _ = c� ❑Not Applicable :serving multiple dwelling units ' must demonstrate complianceu, ,with the commercial code. 403.6` Heating and cooling equipment is; Heating: Heating: ';[]Complies [PR2]2.: _,sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not Ion loads perACCA Manual J or Cooling: Cooling: ;❑Not Observable ;other approved methods. Btu/hr Btu/hr l ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) '2 Medium Impact(Tier 2) 3_; Low Impact(Tier 3) Project Title: Report date: 08/12/15 Data filename: C:\Users\avolosik\Dropbox\"Clients\SPITZENBERG\Res Check.rck Page 2 of 6 2010 NeW tI0hS,',--�`-" 16irk Oi�undatiari-llfiibiict qn� co� -UfnP "tEnerg J03'.2:I.'-,--J Exposed foundation insulation i'Elcomplies [F0II]2, -) protection. PDoes Not t-INot Observable UNot Applicable 403:8:8 snow melt controls. iElComplies ' F01,212 I UlDoes Not IE]Not Observable: ;E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 08/12/15 Data filename: C:\Users\avolosik\Dropbox\-Clients\SPITZENBERG\Res Check.rck Page 3 of 6 SdctIIdn'J,qe_-.. _ S PlansVerified FIIeilld ViBiWile4 lFraiming/it6ugh-in'lnsoection-- Value ' `_Cdmplles?` coiifm dfits/Ai7suMbtlbhs.�f &Re' .ID l q 402.4.4 ;Fenestration that is not site built -JOComplies [FR2011 !is listed and labeled as meeting "-'--;E]Does Not ;AAMA/WDMA/CSA 101/i.S.2/A440 ON ot Observable or has infiltration rates per NFRC 1400 that do not exceed code ;;ONot Applicable limits. 402.4.5 j IC-rated recessed lighting fixtures #[]Complles - - 2 E)Does Not FR61 1 sealed at housing/interior finish and labeled to indicate&It,= 2.0 cfm leakage at 75 Pa. �O]Slot Observable _I[]Not Applicable 403.2.2 ;All joints and seams of air ducts, `: = ;- -- _'❑Complies EFR1311 !air handlers,filter boxes, and <~ ODoes Not building cavities used as return Observable ducts are sealed. '-JONot Applicable '403,23,_-�Building cavities are not used asOComplies 7 [Fk15]3- ducts or plenums. El Does Not ONot Observable ONot Applicable -4 4013, '';,j'HVAC piping conveying fluids R- R- ;LJComplies [PR17]2, f-)4 above 105 2F or chilled fluids ;ODoes Not _,below 55 9F are insulated to R-3. E]Not Observable ;ONot Applicable 403:4 -,,'Circulating service hot water R- 1 R- ;,E]Complies 2 1 are insulated to R-2. FR181 pipes ;ODoes Not 1EINot Observable :ONot Applicable 403.5 .,11Autornatic or gravity dampers are -�)E]Complies [F:Rlg]2 installed on all outdoor air ]EIDoes Not intakes and exhausts. 4[-]Not Observable 3EINot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) ,2.'-1 Medium Impact(Tier 2) Ja]Low Impact:(�Tier3) Project Title: Report date: 08/12/15 Data filename: C:\Users\avolosik\Dropbox\Clients\SPITZENBERG\Res Check.rck Page 4 of 6 f VFW All installed insulation labeled or ElComplies !E]Not Observable; :E]Not Applicable Additional Comments/Assumptions: 7i Jr 11 High Impact(Tier 1) Jz-2"J medium impact(Tier 2) Low I rn pact7(:T 3 Project Title: Report date: 08/13/15 Data filename: C:\Users\avoosikV]ropbox\°C1|entsySP[[ZEN8ERG\ResCheckrck Page 5of 6 IJ 402.4.2, ',Building envelope tightness ACH 50 1 ACH 50 :E]Complies 402.4.2.1 !verified by blower door test result PDoes Not [FI1711 of<7 ACH at 50 Pa.This -]Not Observable (�a requirement may instead be met ;via visual inspection,in which !E]Not Applicable !case verification may need to !occur during Insulation 403.2.2 Ii Duct tightness via post- cfm i cfm :E]Complies [F1411 :construction with maximum PDoes Not :leakage of 8 cfm to outdoors,or 1EINot Observable 12 cfm across systems. For I EINot Applicable :rough-in tests,verification may i need to occur during Framing t :Inspection,with maximum :leakage of 6 cfm across systems 1 I and 4 cfm without air handier. installed on forced air furnaces. i E]Does Not []Not Observable E]Not Applicable -�I[:]Not Observable """EINot Applicable 403A74,-',-I Circulating service hot water !JE]Does Not [FI11_jp_--,_ systems have automatic or accessible manual controls. -;'A, El Not App licable Compliance certificate posted, E]Does Not E]Not Observable -,[]Not Applicable J6 Manufacturer manuals for 33 -11C omplies ElDoes Not mechanical and water heating equipment have been provided. W_- -4E]Not Applicable AdditionaUComnmnen*sVAmmmmmptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 08/12/15 Data filename: C:\Users\avous|k\Dropbom\^[1imnts\SPRZEN8ERG\ResCheckrch Page 6of 6 2010 New York Energy conservation Construction code Energy Efficiency Certificate Insulation, Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling /Roof 38.00 Ductwork(unconditioned spaces): Glass&Door e o Window 0.29 Door 0.30 Skylight 0.53 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments CGenerated by REScheck-Web Software �(J Compliance Certificate Project FHP ENTERPRISES INC. Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,260 ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: t�Designer/Contractor: Compliance: 2.9%Better Than Code Maximum UA: 385 Your UA: 374 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly. Gross Area Cavity Cont. or U-Factor UA Perimeter Ceiling: Flat or Scissor Truss 1,260 30.0 0.0 0.035 44 Wall:Wood Frame, 16in.o.c. 2,406 15.0 0.0 0.077 148 Window:Wood Frame,2 Pane w/Low-E 420 0.290 122 Door:Glass 60 0.300 18 Floor:All-Wood joist/Truss Over Uncond.Space 1,260 30.0 0.0 0.033 42 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title S atu Date Project Title: FHP ENTERPRISES INC. Report date: 10/26/15 Data filename: Pagel of 6 O�Q� cr 441-4'/211 (� .•:t!�y,.ti1P^i•A� Z ZcPFO o I 7 32"-7'/z" 81-611 31.311 AROFESSI NPS i •`y r v'4 vd av a v4 p4 ac p'v v ao ^ .r _a_ _._. sFv_-___v.._-v_=_ _----------------_._______ ------ - R € ,.__-________---- ._.___-__ .. a 1 € } ;-_..---__, ,____ _.__________..__._____________._, D JIM DEERKOSKI PE ° phone: (631) 298-7116 ° � h ! i � •lt t p € 9-1/2 T11230 l'V00`D-I Fj R16"OC 4 ' Q D F t e 1 TR 1 q s f4"CONC.SLAB ON COMAPACTED ° Q 3-1/2X3-1/<X1/4STEEL COLUMN F 3 •� , Q w/4'-6"X4'-6"X1'-0"CONC..FTG. SOIL/GRAVEL. REINFORCE w 3 N j i REINFORCED w/(5) #5 REBAP.e.w. ° ± o w6X6 10/10 WMM (lYP). Q Oi PITCH TO OH DOOR OPENING N 1z- ---- x ___x , w p CO A, i N p E 4-2/z '2X12 CONC.PIER ;----- 3-1/'2X3-1/2X1/4 STEEL COLUMN 1 1 01 p ,�' . �.. . (2) 1-3/4X9-1/2 ML w/4'-6"X4'-6"Yi'-O"CONC. FTG. : ' I D 24X24X12 FTG ----------------------------------------------- _ W 1 1 M --, =1— ° ._. REINFORCED w/(5) #5 REB/AR e.w. € I 3' BELOW GRADE —"—®z- -r 1 r' p 0 p av p ti .o 4 t _._..._......... _ .. ...__.___ _ ___..._-..__ --_....._ __._._._ _._....._v-__w.-____ " M _. p i I i a �� 1S I nXi 9 1 2 T 1230 U✓C dD I FI C�16i"OGv ; l).8"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHTAT 8'-O". w -'' EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. O Ai (2) 1-3,4X9-1/2 MI_ mT._ \ # a j RESIDENTIAL CODE WITH A BITUMINOUS COATING. m ' 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. 00 1 ,p € ON 9 3 FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO00 RESTON UNDISTURBED SOIL (MINIMUM 3000#CAPACfTY). •------r= ----, B). FOUNDATION SLAB TO BE 4"THICK,3000siCONCRETE ON L ' 0 COMPACTED FILL. INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE 00 Q ; I D,° SLAB MEETS ADJOINING WALLS.COLUMNS MUSTALSO BE BLOCKED O ' OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS 3 - --' - ' 1/2X.3 1/;X1/4 STEEL COLUMN ' 12X12 CONC. PIER ' AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT ' w/4'-6"X4'-6"X1'-0"CONC.FTG. 24X?_4X12 FfC i ' ' REINFORCED w/(5)#5 REBAR e.w. ° ; THE POINTS OF THE SQUARE MEET THE CONTROLJO1NTS.CONTROL 3' BELOW GRADE e 1 , 1 JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF 1 -� --' D I THE SLAB IN DEPTH.MAXIMUMJOINT SPACING SHOULD EQUAL 00 ° 1 ' SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS �- TO BE NO MORE THAN 16 FEET. ry 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES — 1 ' > ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR 9-1/2711230 Vl,`00F)d FJ C16"0C I FIBERGLASS SILL GASKET. ' 00 E 5).PROVIDE 5/8" DIA ANCHOR BOLTS ATT-0"O.C.AND W/1 1'-0"OF CORNE S, x I � ° INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLTT V D { x BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT •-- -- - LEL WALLS ABOVE UP FLOOR JOISTS UNDER PARALLEL . PROVIDE 12X1? CONC.PIER ; ; G a } BLOCKING AT 8'-O"O.C.AND MIDSPAN. G n , 24X2.4X12 FTG ' e U G G n v 4 D n TBEI.OWGRADEI m _____ __ -___.__.. .L F �' n 6'-4'/z" 5'-10" 3'-10" DRAWN BY: JD 27'-9" 16-11'/211 7/19/2015 44'-8'/211 SCALE: SEE PLAN FOUNDATION SCALE: 114" _ ,�-o�� SHEET NO: 3 D �F NEW yo DEER�G'Q� to k `� d 44'-1}'/2" OpROFESS (3) 2X103 HDR. (3) 2X12 HDR. ; JIM_DEERKOSKI, PE ' phone: (631) 298-7116 Q T 0 G 9-1/2 T11230 WOOD-1 Fl @16"OC , x C2 N i , C 0 `--——--—————————————————- X N M V 9-1/2 T11230 WOOD-[ Fl (116"OC n Q K ' V N o 2X10 DF#2 Cl @16"OC p T a o N DN N Q O GIN m � � � ) ZX10 HD. . TITIi 00 j � � �wJ 3i N W w S91 S 2ii 1 A Q) 1-3/4X9-1/2 ML 1).PLATE HEIGHT AT S'-1". O it!w iS•`„6I i' __� 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. O mo c ( 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 0 x x ON C� ry I L - —_— — - �� ,,� 4).PROVIDE 3-2X10 DF#2 HEADERS OVERALL OPENINGS UNLESS x I I (2)1-3/4X9-1/2 ME OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS00 N I ION EACH SIDE OF OPENING, PROVIDE 3 JACK STUDS ON EACH SIDE FOR v O MICROLAM HEADERS. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE — — -- — — — APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2X6 Cl @161'OC � ,1;I I HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0� 00 " 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED, 9-1/2 T11230 WOOD-1 F� 1L2C I I 02 LLf w �' I I �f , p 0 SII N U N -1 ' SII 0 � m L C7\ �;;� M I I 9-1/L 7-!1230 WOOD-i FJ cc=16"c�C: N N ii (rl (2) 2X6 DF#2 (2) 2X10 HDR. (2) 2X'O HDR. (2) 2X_0 r1DR. (3) 2X10 HDR. G-101/2" 51-1011 31-1011 181-111 DRAWN BY: JD 3" 7'-1'/z" 27'-9" 16'-7'/2" 7/19/2015 44'-4'/2" SCALE: SEE PLAN IST, FLOOR SHEET N O: SCALE: 1/4" = V-O" or NEw yo DEER�r CO k .v Up �C �2 72C � rESS� NP 27'-9" JIM DEERKOSKI, PE ()} 7X8 DF#2 (2) 2.X8 DF#2 phone: (631) 298-7116 LL Q N 2X8 DF�Q Clc116"OC �e S �� 2X8 DF#2 C C'16"OC M Ne S re eF lei OD al I�K T N N N ti � N 0 _N g ry) 3) 2X8 DF#:2 - �P4 a 0 Z Q ^ S id S A 2X8 D1 2 CJ @16"0C ` / 00 MC N 1).PLATE HEIGHTAT8'-1". e 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 2X8 [-F#2 C X16"OC 4).PROVIDE 3-2X8 DF#2 HEADERS OVERALL OPENINGS UNLESS V ----7 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS x ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. m 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE € APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING a HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. (2) 2X8 DF.#2 (2) 2)'.5 DF#2 27'-9" DRAWN BY: JD 70, 7/19/2015 SCALE: SEE PLAN 2ND. FLOOR SHEET N O: SCALE: 1/4" = V-O" pF NEW k S N,DEERS AR�FESS� NPS JIM_DEERKOSKI, PE phone: (631) 298-7116 --- ______________________ _________________ -_____-_________________.________________ _____-__________________-_______ _--_______--__ i 1 I I i i i Y i i " 7X10 [1[#2 RR C'16"OC E 1a s Y Y s ----------———----—------ 3 # 3 i � s € # i 3 i E Y i 3 t t i � • E • (2) 2X10 DF#2 2X10 DF#? RR @6 IC 3 tO I I U ' W a o' , YXI IXt YN t � (22X10 DF#2 • • — • CL i € u _..__._....._..___...,,., .,..,... __.e_._.........__._...- -------------- .— —_ ,__._._.____..._----- _..__..a • t ' € € € E 7 s r u € f 4 € € 01 /100 v Y C /� ' _- _ m_________.__.____ ___ _ .._____ Q�� a O a r^ 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48" O.C.. # —11111811)—L'2 RR i + i r� ..� (2) ?�,1a DF#? , • • i 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ! i r I , 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLYTO THE DECK ALONG EAVES. ' ' ��A,N�.w,k.;.m w� w...,�m•�, , � 4). USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 12 u ; 5). ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS z C WITH ROOF AND SIDE WALLS (TYPICAL). Y + i S I 6).DO NOT INSTALL UNDERLAYMENTON WET/DAMP PLYWOOD!!! SHEATHING 2X10 DF#2 RR:0-16"OC MUST BE DRYAND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ' Ia ' Y UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS COMPLETE. 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ' USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. t F ; USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ' CUTTING INTO SHINGLE SURFACE. DRAWN BY: JD --------------- _._.. .. _.. ... _. __.. 7/19/2015 ROOF SCALE. 1/4" = V-0" SCALE: SEE PLAN SHEET NO: EJ J NEW YD ��^D E E)YZ -4?zi, , V. ES JIM DEER ) SKI, PE phone: (631) 298-7116 1-3/4X11-7/8 ML RIDGE G NO ti 2X8 DF#2 Q @16"OC z 00 Q. 0 zoN 3/4"SUBFLOOR w r ti9-1/2 TJ1230 WOOD-1 FJ @16"OC 2X6 STUD WALL ►-j OF--11 T 2X6 CJ @16"OC 5/8" CDX SHTG. P4 00 � o N 6X6 h+i COLUMN ` v 0 3/4"SUBFLOOR r 9-1/2 TJ1230 WOOD-1 FI @16"OC (4) 2X8 ACQ W1oX26 GIRDER . M 12X12 v ' CONC PIER 24X24X12 3-1/2 X1/4 8" PC WALL STEEL co CONC FTG COLUMN DAMPPROOF 4"CONC.SLAB 42"X42"X12" FTG. 16"X8" CONC FTG (5)#5 REBAR ew (2) #4 REBAR DRAWN BY: JD SECTION 7/19/2015 SCALA: 1/4" = V-O" SCALE: SEE PLAN SHEET NO: D of NEw �P r�5�. et/') CO WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS = USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD t I BOTTOM PLATE JIM DEERKOSKI" PE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST phone: (631) 298-7116 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOJBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSPNUMBERJ DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WLL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER] 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH THE FLOORS TO EACH OTHER WI THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD a. THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER WALL SHEATHING RAFTER5 MAINTAIN SILL PLATE(S) Ll VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION 0 TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS Ca48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREAPCONTIN. GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGSCONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIRGAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. , 8"-12"RAFTER RT20 21-118"x 20 a TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 0 ' EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING CIO 2ND.FLOOR WALL [�] O ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME 1� \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES THROUGH VENT < z WOOD JOIST TOP PLATE O ^ SIDE Wi4LL FL /4 8HINC� GIRDER/HEADER � 1.41ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Ca46"OC �•} I WOOD JOIST V O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES 50 RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION 9 PRE-MANUFACTURED KEEP SHEATHING MIN. ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH u CONNECT EACH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE 0M0 INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE W 8"-16" MSTA4B 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECTOVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH S'RTUD Of ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS rO^ DBL.SILL PLATE TERMITE SHIELD '" F —SUBFLOOR SILL GASKET r WOOD JOISTS CONIC.SLAB �;\ NEOPRENE _ TYP.CONC.FOUNDATION GASKET I 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR C 6 MIL.POLY v , BLTED t ` GRANULAR FILL Q i I 1//2"DIA, BOLES*4 8A o.c,STAG, 6MIL POLY ON EXTERIOR v STEEL COLUMN Q d I d o o C ROOF JACK CONC.SLAB -► o °° \ // I I)\ STEEL BEAM A o i,a 4"x I/4" x 8"STEEL COMPACT FILL o o , ROOFING LAPS �� TOP AND BOTTOM PLATE KEYWAY FOOTING P v / ' a ° �1 FLASHING AT WITH 1/2" x b" ANCHOR BOLT � c- 4 G CONC.FTG. L\'4 G o a ANCHOR BOLT CONNECTION USE UISP LBPS58 OR B 583{)ERS SIDES AND TOP I/2"GROUT REINFORCING BAR I I I 3"STEEL COLUMN DIA.ANCHOR BOL DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTINN 5/MAXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL CONIC FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"LONG.FTG. (CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOMAB LATE TOD OUNDATIO 1-2 STORIES 57"OC ROOF JACKS k VENTS DETAIL (SLCONC.SLAB / I r SUBFLOOR DOOR FRAME ---� 6X6 10/10 WWM GARAGE_ �} JOIST COMPACT FILL DOOR USE 2X8 4 SLAB tY I FOR BLOCKOUT STEEL BEAM DRAWN BY. JD P.T.PLATE AC W/6X6 WMM - 4'DRIVEWAY—�" NOTCH JOIST AND ADJUST HEIGHT ^ AT E AIR SPACE ' .° i 1/2v (WITH A NAILING PLATE IF NEEDED) AT END AND ' GRADE A --z -_--z�--'--� DES OF WOOD O ' ( . TO BE APROX.1/2"OR HIGHER THAN 7/19/2015 ° C ° d ° � �, - o o v •� � STEEL BEAM TO ALLOW FOR SHRINKAGE p = BEAMS a p�a PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" _ 6X6 W.W.M. •A �'q Q p /•i `NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM _' a MIN. e D ° e D ° ° O• n.w SUBFLOOR / n REINFORCING BAR REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ne I I�I I .� . , , _ °� �OIST DRAIN TILE I ►i ° SHEET METAL/30#FELT UNDER BEAM AT POINT I ' e 11'n 0.° ° ISCALE: SEF PLAN OFOF CONTACT WITH CONCRETE OR CONC.BLOCK 1p STEEL BEAM 3 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A°°A SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SEAM POCKET SHEET N O: 0 0 5I, ©Erb P CO � �k r- �.0 072 �ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION . .. x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMO RAFTER-TOE-NAI JIM D E E R KO S I, PE 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAI phone: (631) 298-7116 for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CURRENT SBC HIGH IUIND EDITION IU construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS ASP S PRAMS CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the AtTIGS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt CITY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDUIND PATH CONNECTION corners. TOP PLATES AT JOINTS FACE (ROOF -FOUNDATION) DETAIL PAGE < GI=TERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. INTERSECTIONS 4-16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2-16d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SM:7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL !SMOKE CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior sheanvallsshall meet the requirements oftable3.15a-b times the appropria a FLOOR JOIST,BAND JOIS 2-16d COMMOPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTYSPACING MODERATE SLIGHT TO O 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE ry 9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON concrete or mason walls in exterior or unheated interior areas. SILL,TOP PLATE OR JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE be Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE (BOTH FIELDS W to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 7 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL O NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PEIR END All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO O the below grade portion of exterior walls prior to backfilling. 9 9 TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. I SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 x x Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Win Posts supporting irders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL In Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For U00 below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. ' O 9 P 9 STRUCTURAL PANE 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. JOINT DESCRIPTIO Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELD 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless ll header noted,all bearing wall headers ll be(2)2x10#2+BTR.Doug.Fi. WALLBOARD 5d COOLER 10"D.0.FIEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"'above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ( r1 and blocking where applicable. QTY. SPACING r/ 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 31 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and c+ PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails acro assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 9).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) spacing 9 g Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. I GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLER 10"O.C. IELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING c 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt ,. STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. VOR LESS 8d COMMO 12"O.C.FIEL HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACC. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick TBG PTS Fir or Advantech plywood subfloo 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floorjoists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. /� ).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. DRAWN BY: D 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load paths. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls Constructed approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. 7/19/2015 torch down type material over. 3).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitte(d to be reduced tot-16d nail per foot. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. SCALE: SEE PLAN 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. SHEET N O. S).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. ABBREVIATIONS SYMBOL KEY @a AT MINA MINIMUM ROOF 311 DAM C. VOLOSIK ARCHITECT 311 ACOUST.0 ACOUSTICAL MISCA MISCELLANEOUS WALL CONSTRUCTION A.D.0 AREA DRAIN MTD.O MOUNTED =______- CONSTRUCTION ABOVE I 528 South H oad ADJUS.O ADJUSTABLE MTL.O METAL 1 Southold, l 'OT pd7r,rrn A.F.F.O ABOVE FINISHED FLOOR #o MATERIAL DENOTES DIMENSION TO FACE OF I 631.80 p ING ` � ';:V� ALUMA ALUMINUM N.AT NUMBER 1 _1 _ FINISH,ROUGH OPENINGS(WINDOWS) I PLUI`Vl ER CERTIFICATION HAS JN`LOC OR DOOR SIZES ON LE D CONTENT BEFORE BEEN App,9O IV APPROX.9 APPROXIMATE N.I.C.O NOT APPLICABLE I ARCH.o ARCHITECT,ARCHITECTURAL NO.] NOT IN CONTRACT BATHROOM BLDG.O BUILDING N.T.S.O NUMBER DENOTES DESIRED ALIGNMENTS OF CERTIFIr✓ATE OF OCCUPANCY RQ�ED' SOLDER USED IN WATER BLK.O BLOCK O.C.O NOT TO SCALE FINISHED SURFACES OR ELEVATIONS _ _ _ _ _ _ _ _ _ _ _211 5UPPLY SYSTEM CANNOT BLKG.O BLOCKING O.D.o ON CENTER c, ��s�# # t . : .• : :. .� / �� ... DENOTES CENTERLINE UNLESS I EXCEED VIO OF 1%LEAD. I7A` _J FE:Et-2-1,674,` 4°, c BMABEAM O.H.o OUTSIDE DIAMETER OTHERWISE SPECIFIED I NOTIFY �� '� BOT.o BOTTOM OPP.0 OPPOSITE HAND k I 1 112" 1 1/2"I 1 1l2" B.P.O BUILDING PAPER PERIM.0 OPPOSITE 1 1/2 I I I rvoT11��Y .::LJ!��.r�II�„ 1 P�ILIMBING TO n F.-)", BSMT.0 BASEMENT PERP.O PERIMETER FOLLG':'`I!r!r Ii'ar iIC:'.:a: B'TWN.o BETWEEN PG.o PERPENDICULAR 1 SECTION/ELEVATION NUMBER LAV. I LAV. I ALL P UMBING WASTE CLa CENTERLINE PL.O PAGE A0. I I &VJA ER LINES N`2=1 1. FCU ! A+!'0; - T4`'n t C:U! CAB.n CABINET PLUMB.O PLATE DRAWING SHEET NUMBER TESTING BEFORE COVERING FOR POURED GC.' CER.O CERAMIC PLYWD.O PLUMBING I W.C. I 2. ROUGH - i�r,F,i.^I;!C: CLA CLOSET PR.O PLYWOOD DETAIL NUMBER I TUB RETAIN ST�RM WATER RUNOFF 3• INSULATION 4. FINAL - COr«TfiUCT!0` 11/2" 1 112" I PURSUANT TO CHAPTER 236 CLG.o CEILING P.S.F.O PAIR A0.0 1 B!r COMPLC7E FC t C'13. COL.o COLUMN P.S.I.o PER SQUARE FOOT DRAWING SHEET NUMBER SECOND FLOOR I OF THE TO)VN CODE. A!_L CONSTRUC I Ior� !r"'i.!_, V7ET THIS CONC.o CONCRETE P.T.o POUNDS PER SQUARE INCH - 3" 2" „• RE"QUIRrMEN T s OF TEaF Oc�;l=��c,- IL YORK STATE. NOT RES70 ,'S!G!.E FC;; CONST.0 CONSTRUCTION PTD.O PRESSURE TREATED CONT. CONTINUOUS P.V.C.0 PAINTED EXTERIOR WINDOWIDOOR NUMBER 3 311 DESIGN OR cor�sTRuc�,Ior� ERRORS. CPT.0 CARPET QTY.0 POLYVINYL CHLORIDE CTR.o CENTER RI QUANTITY 1O INTERIOR DOOR NUMBER C.V.G.O CLEAR VERTICAL GRAIN R.D.O RADIUS,RISER M D.o DRYER REFRIGA ROOF DRAIN (; ,/ _ t I,/.L �C Jou P�luy'1t `!:_);;IC S�:'..'•L� ° TOWN CODES DIAA DIAMETER REINFA REFRIGERATOR WALL CONSTRUCTION TYPE TRUSS PtACARDINGREQUIRED AS s?EGUIR' CONDITIONS OF DIMA DIMENSION REQ'D.o REINFORCING I S011TNOLD Tv'�:'`t 7_5A DN.O DOWN RF.O REQUIRED ELEVATION DESIGNATION ABOVE 0'-0" BATHROOM POWDER ROOM KITCHEN I � �, „Y „ini ""nmir('0 D.S.o DOWNSPOUT RM.o ROOF � DATUM UNLESS OTHERWISE SPECIFIED LAUNDRY I � u DWI DISHWASHER R.O.o ROOM DWG.O DRAWING S4S SQUARE 4 SIDES 2" 2" _ _ _ �-� �• � �^ n!. 1�^ ^ �N 1 CENTERLINE AXIS ( 1 211 Url�F1� E.LF.S.O EXTERIOR INSULATED FINISH SYSTEM SCHED.0 ROUGH OPENING � � ��,('� ELEC.O ELECTRICAL SECT.o SCHEDULE I �Q „ „ I u 1 t '1tCY s*014 ..ter_}[1ro 1 1/2"I 1 112 1 1 1/2" 111/2" C . ^. `` ELEV.0 ELEVATION SHT.O SECTION I I 1112 ;. ;."5.' ', l.l•.ret';'1 �1-'�1�L�{t`,, ` p� t.l t/6f OR EQ.o EQUAL SIM.o SHEET 1 1/2" I �� Ar I V art 1�C rYt�S�iaat1to 1 f aril V yl i� :� EXISTA EXISTING SPECA SIMILAR SQ.] SPECIFICATIONSLAV. LAV. I VAJ 1 1 1/2" SINK �h-, Ckt�t �3j� r ^5� �, ME IS UNLAWFUL F.D.O FLOOR DRAIN SQ I I that t � _ FIN.0 FINISH S.S.O SQUARE I I WASHER I I � �I i NCUT CERTIFICATE FLOUR.9 FLOURESCENT STD.0 STAINLESS STEEL I W.C. O•W I OF OCCUPANCY FLR.o FLOOR STL.O STANDARD �J V FLSG.o FLASHING STOR.o STEEL LEGEND 1 11/2" 11/211 TUB 11/2° I1 FIRST FLOOR FOUN.0 FOUNDATION STRUC.o STORAGE I I 1 1/2" FTA FEET,FOOT SUSP.o STRUCTURAL �j��j��j/�� EARTH - 3" 211 3" - SWA SUSPENDED GA.0 GAUGE TO SWITCH CLEAN OUT 311 311 311 „ GALVA GALVANIZED TEL.0 TREAD CONCRETE G.C.o GENERAL CONTRACTOR T&Go TELEPHONE TO SEPTIC SYSTEM G.W.B.o GYPSUM WALL BOARD T.O.o TONGUE AND GROOVE H.B.o HOSE BIB T.O.C.O TOP OF GRAVEL HDWRO HARDWARE T.O.S.0 TOP OF CONCRETE �!�� HEM.0 HEMLOCK T.O.W.O TOP OF STEEL 1 PERMIT SET 08 AUGUST 2015 L/L1� STEEL NO. ISSUANCE DATE HORIZA HORIZONTAL TYP.O TOP OF WALL H.M.O HEAT MIRROR T.P.O TYPICAL H.V.A.C.O HEATING VENTILATION&AIR CONDITIONING VERT.O TOILET PAPER DISPENSER BATT INSULATION SPECIFICATIONS SEE SHEET S-7 FOR ADDITIONAL NOTES RELEASES - I.D.] INSIDE DIAMETER W.0 VERTICAL IN.] INCH,INCHES Will WASHER GENERAL CONDITIONS INSUL.o INSULATION,INSULATED W.CA WITH RIGID INSULATION SEAL: INTA INTERIOR WDA WATER CLOSET 1) The contractor is responsible for checking all dimensions and conditions on Ceiling beam sizes may have to be increased for heavy storage attics. WINDOW & DOOR SPECIFICATI("IS ARC GYPSUM WALLBOARD LAMA LAMINATED W.H.O WOOD the job. Where conditions prevent obtaining dimensions they should be �GQG,VOLO checked s LAV.o LAVATORY WIND.o WATER HEATER k d by engineer. 1) Wood frame dwellings to be designed in accordance with the Building and Windows and doors are to meet or exceed the specifications , �� LB. POUND W.W.M.o WINDOW - Residential Code of New York State. Wind speed to be used is 120 mph. listed below: { 2 Construction contractor and his subcontractors a Ex to be used for urban suburban or wooded and Exposure cc t L.F.0 LINEAR FOOT W/00 WELDED WIRE MESH MASONRY ) agree that in accordance Y Exposure B category or LVR.m LOUVER XO WITHOUT with generally accepted construction practices, construction contractor and his C to be used for open and shoreline areas. Earthquake Use Group 1, Site NFRC certified and labeled. ... MAX.o MAXIMUM YD.0 INDICATES TIMES OR BY subcontractors will be required to assume sole and complete responsibility for Class D, Seismic Design Category B. BLOCKING job site conditions during the course of construction of the project including Window and Door Manufacturers Association WDMA 1.S.2. MECH.o MECHANICAL YARD safety to all persons and property and that this requirement shall be made to 2 These plans are designed to meet or exceed the requirements of the ( ) 032�2��'�� ® FRAMING MEMBERS Y P P P Y q ) p g ,qT� MFR.o MANUFACTURER apply continuously and not be limited to working hours. Contractors agree to Building and Residential Code of New York State. When building in other California Energy Commissioners (C.E.C.) Air Infiltration Standards. PLYWOOD defend, indemnify and hold design professionals harmless from any and all jurisdictions, variations or adjustments may be required. '-Verify any such liability, real or alleged, in connection with the performance of work on this requirements with local code or enforcement officers. Maximum U-Factor rating of 0.33. ® LAMINATED VENEER LUMBER project. 3) The architect/engineer's certification applies only to this plan's conformance Maximum Solar Heat Gain Coefficient of 0.26. D FlN4blEtJaNOOD 3) All work performed by the contractors shall conform to the requirements of to the New York State Building & Residential Code. local, municipal, state and federal laws as well as any other governing Minimum Visible Light Transmittance Rating of 0.53. requirements, whether or not specified on drawings or in specifications. 4) Glazed openings must be protected with glass, certified to meet the large Contractor to be responsible for required inspection(s) of his work. missile test (impact-resistant) or with structural shutters with attachment Residential Code of New York State, Design Pressure (DP) rated hardware provided. per Table R301.2 (2) for 120 miles per hour 3 second gust GENERAL NOTES: DRAWING LIST 4) The contractors shall notify the architect/engineer immediately if he cannot for walls in zone 4 & 5 for exposure C (enclosed). All windows comply with the work called for on the drawings. 5) Electrical work shall conform to national electrical code (latest edition) and to achieve a minimum DP rating of 50. 1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS ARCHITECTURAL:A-SERIES any applicable local codes. A minimum of one (1) smoke detector shall be 5) The contractors shall notify the architect/engineer of any discrepancies provided in bedroom areas and shall be hard wired and battery backup. Residential Code of New York State, Section, R613 Exterior SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. between the drawings, notes, specifications and field conditions before Windows and Glass Doors enclosed 2. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. A 1.1 COVER SHEET commencingan work and request clarification. (enclosed). Y q 6) Contractor to verify all dimensions before starting. 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND A 2.0 FOUNDATION PLAN Glazing that receives positive external pressure shall be impact ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS 6) Contractor to verify new work with survey. 7) If header sizes are not shown contractor to contact architect en ineer. resistant or rofected with an impact resistant covering A 2.1 FIRST FLOOR PIAN � / 9 P P 9 CONSTRUCTION. 7 Contractor shall be responsible for cutting, fitting or patching to complete PROJECT: 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. A 2.2 SECOND FLOOR PLAN ) P 9� 9 P 9 P 8) Do not scale drawings. Follow dimensions only. INSULATION the work or make the parts fit together properly. 5.)VERIFY ALL BUILDING LOCATIONS AND CONG.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. A 3.1 ELEVATIONS 9) Contractor to verify to architect/engineer if lead based paint, asbestos, 1. ALL INSULATION TO BE BLOWN IN OPEN CELL FOAM. ALL CAVITES TO BE 485 Hickory Ave- 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD A 3.2 ELEVATIONS 8) The contractor shall be fully responsible for the removal or replacement of mold or other hazardous substances are present before starting work. TO BE FILLED COMPLETELY WITH INSULATION. DIMENSIONS OF EXISTING CONDITIONS. damaged or defective material or poor workmanship. They shall replace or 7.)ALL DIMENSIONS AND NOTES SHOWN ON ON E PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL A 3.3 SECTIONS repair as directed by the architect/engineer, all such damaged or defective 10) Any alteration, repair addition or conversion to an existing dwelling OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. materials, which shall appear within a period of two years from the date of requiring a building permit requiring a building permit requires that all ROOFING: substantial completion of the job. sleeping rooms in the house be upgraded with hard-wired and interconnected 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. smoke alarms. 1. All roofing to be asphalt shingles a selected by owner. 9. 9) The contractor(s) shall remove all rubbish, waste materials and surplus 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING materials that are a by-product of their work. 1 1) Contractor is responsible for all flashings. DRYWALL: OF OR INSTALLATION OF ANY ITEMS. 1. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS 10) Contractors shall provide all necessary protection for his workers. 12) Excavations deeper than 5 must be constructed according to OSHA , OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. regulations. Soft or sandy soils must have at least a 1:1 slope. Hard or 2. PROVIDE 1/2" THICK WONDERBOARD OR EQUAL @ ALL BATHROOMS Southold,NY 11) The construction drawings and specifications are supplied to illustrate the compact soils must have at least 1:2 slope. J. PROVIDE 5/8" TYPE "X" FiRE RATED GWB. WHERE REQ'D. BY STATE CODE 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. design and the general type of construction desired and are intended to imply the finest quality of construction, material and workmanship throughout. 13) Grade property 5% in first 10' from the building. Elsewhere the site to 12) The contractors) shall maintain a current and complete set of DRAWING NAME: be sloped away at 2%. Foundation wall to extend a minimum 8" above grade. PAINTING & FINISHING: CONSTRUCTION construction drawings on the site during all phases of construction for use by 14) Under slab areas - after the service lines have been installed, all plastic 1. INTERIOR WALLS TO RECIEVE ONE COAT PRIMER AND 2 COATS LATEX, all trades. or copper lines should be properly bedded (clean fill, no rocks) and tested for BENJAMIN MOORE OR EQUAL. DOCUMENTS leaks prior to backfilling. All copper lines should be checked for dents or COLORS TO BE SELECTED BY OWNER 13) No changes or modifications to the work shall be made without approval abrasions and wrapped in split foam insulation. COVER V LR SHEET of the owner and/or architect/engineer. Failure to obtain this approval shall cause the contractor or sub-contractor to assume full responsibility for 15) All trades that are installing piping under the slab must install color coded subsequent modification of the work required by owner or any regulatory caution tape 12" above their work. Use red for electric, blue for water, green authority. for sewer, yellow for gas and orange for phone%able. Mark location of new DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. DRAWN BY: ACV SET: 14) The architect/engineer assumes no responsibility for construction means,methods, techniques, sequences, or procedures or for safety precautions and 16) Copper joints will not be allowed under the slab and must be laced in a CHECKED BY: ACVprogress in conjunction with the work. There are no warranties, nor any P CD merchantability of fitness, nor a specific use expressed or implied in the use wall manifold. of these plans. SCALE: 1�4"=1'-�" SHEET: ISSUE DATE: 001 CS 20 X 36 EVERY 32" O.C. USE WRAP STRP W/ GRACE ADAM C. VOLOSIK ARCHITECT 2 VYCOR IN CONTACT W/ A3.1 PRESSURE TREATED WOOD SSono a,28 South�1NY 11971arbor a u 5/8" DIA. X 18" HOT DIPPED 631.806.2537 GALVANIZED A.B. @4 8" O.C. TYP. NOT MORE THAN 12" TOP OF 1ST FLOOR SUBFLOOR FROM EACH CORNER W/ 3"0-0116-16" SQ. WASHER ELEV: 0'-0" COP—R—TEX TERMITE SHIELD C') N Q � Q 8" POURED CONCRETE WALL CC'4 777 8'-6" 8'-6" 20'-1 1/2" \/ \\\ \\ \\ WATERPROOF ALL SURFACES o \\\ \\\\\\\\\�\ 8» z ol BELOW GRADE W/ WARM N DRI ° ❑ I I ❑ i i ❑ I \\ \�\� � ' ° ° d COMPACTED CLEAN SAND \ BACKFILL 2" CONC. SLAB 04 Cfl \ — — — ° a _ a 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VAPOR BARRIER C) I I e ° °a ° a COMPACT SAND 1 ° _ KEY WAY LOI UP -HANDRAIL PER I 1 NYS CODE j F _ � II Of I I -III-III III--III I I I I IIII 1I- I UNDISTURBED SOIL F N I I M I L — � L — � I — I 1 1 j j 2 TYP. FOUNDATION WALL j 3 1/2" DIA. STL. COI. — — — 3 1/2" DIA. STL.COL. 3 1/2' DIA.STL. COL. SCALE: 1 112"=I'–O" 2'-0"X2'-0"X1-0" DELP— — — 2'-0"X2'-0"X1-0"DEEP 2'-0"X2'-0"X1-0" DEEP a, I P.C. FOOTING — — — P.C. FOOTING L - - -� P.C. FOOTING N 1 1 1 I I I 11 I 11 N L J L J -1 1 I1 9' 1/2" 9'-7 1/2" 9'-7 1/2" 9'-7 1/2" I I co '01j 1 PERMIT SET 08 AUGUST 2014 ISSUANCE DATE co I 1 BASEMENT RELEASES 1 r 4" P.C.SLAB SEAL: gRCh� I 1 G VOLOS� 8"X16" P.C. FOOTING 8" I -CO I 1 8"P.C. FOUDATION WALL j P ' 1 r I ¢ , I 1 E — — -oQ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — --— — — — — — — — — I S 032 � O p2 -� j I N I TqT�OF N� 1 I z C N ,R TEHIRS � I � I 1 � — - - - - - - - - - - - - - - - - - HANDRAIL PER j NYS CODE N SLAB ON GRADE 4" P.C.SLAB - zoW/6X6#12/#12 WWM I I 00 I � i DRO WALL FOR GARAGE DOOR 1 1 I I I 1 I I 1 PROJECT: L - - - - - - - - - - - - - - - - -oo — - M - 485 Hickory Ave - - - - - - - - - - - - - - - - - - - - - - - - - - 18'-9" 21'-0" 39'-9" Southold,NY DRAWING NAME: FOUNDATION PLAN M M N M Q Q DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD 2 SCALE: 1/4"=1'-0" SHEET: A3.2 PR • o PROJECT No 11-01 ANDERSEN - DOOR/ WINDOW SCHEDULE ALL R.O.'S TO BE VERIFIED PRIOR TO CONSTRUCTION ADAM C. VOLOSIK ARCHITECT 2 O TYPE QUAN MANUFACT'R&UNIT No. UNIT SIZE(WxH) ROUGH OPENING (WxH) A3.1 528 South Harbor Road Southold,NY 11971 1 DBL HUNG 8 ANDERSEN 400 SERIES-TW21052 2'-11 5/8"x 5'-4 7/8" 3'-0 1/8"x 6-4 7/8" 631.806.2537 2 SLIDING FRENCH DOOR 1 ANDERSEN 400 SERIES-FWG6080 5-11 1/4"x T-11 1/2" 6-0"x 8'-0" 3 CASEMENT 3 ANDERSEN 400 SERIES-CX13 2'-7 1/2"x 2'-11 15/16" 2'-8"x 3'-0 1/2" Cl? M 4 AWNING 1 ANDERSEN 400 SERIES-AR61 5'-11 7/8"x V-5" U-0 3/8"x V-5 1/2" 5 DBL HUNG 10 ANDERSEN 400 SERIES-TW210410 2-11 5/8"x T-0 7/8" 3'-0 1/8"x 5-0 7/8" 1 1/2" NOTES: 1. ALL UNITS TO BE FACTORY PRIMED ON THE INTERIOR AND WHITE ON THE EXTERIOR 2. ALL MUNTIN BARS TO BE 3/4'SIMULATED DIVIDED LIGHT PERMANENT GRILLES INT/EXT-NO SPACERS 3. ALL WINDOWS TO HAVE WHITE HARDWARE 4. ALL GLASS TO BE LOW-E 5. ALL DOORS TO HAVE SATIN NICKEL ALBANY HARDWARE SETS Ll THERMA-TRU - DOOR/ WINDOW SCHEDULE ALL R.O.'S TO BE VERIFIED PRIOR TO CONSTRUCTION PORCH O TYPE QUAN MANUFACT'R&UNIT No. UNIT SIZE(WxH) ROUGH OPENING (WxH) C) iv T-1" 6'-11 1/2" 9'-3" 10'-5" 6'-0 1/211 1 INSWING DOOR W/TRANSOM 2 VERIFY WITH OWNER 37 5/8"X 95 7/8" 38 3/8"X 96 3/8" 1 1/2" 1 1/2" 1 1/2" 1 1/2" OO O O O 2 INSWING DOOR 1 VERIFY WITH OWNER 37 5/8"X 82" 38 3/8"X 82 1/2" LO - iN NOTES: 8 8 N 1' - N D 2X6 BATH \, BEDROOM `� C:) HEARTH PER THIN SET N WOOD FLOORING NYS CODE 04 PRE-FAB HANDRAIL PER q) S ALL R.O.'S TO BE VERIFIED PRIOR DIRECT VENT NYS CODE Q VELUX - SKYLIGHT SCHEDULE TO CONSTRUCTION o FRIEPLACE cn SKCIN 4 J LIVING ROOM O TYPE QUAN MANUFACT'R&UNIT No. ROUGH OPENING WOOD FLOORING W.C.5 1/2" 3 1/2" 1 VENTING 1 M04 30 1/16"X 37 1/8" 5 1/2" N 15'-5 1/2" - VENTING 1 M04 30 1/16"X 37 1/8" (N CD 468 10 N _3_1_0 o — — — — — — NOTES: co v oD 1. - rn CL. N a 8 N 2X6 Cl) - - - - - - - - - - - - - rn HALL 8X6 2X6 EO WOOD FLOORING iv INTERIOR - DOORS 1 PERMIT SET 08 AUGUST 2014 2X6 8 8 ISSUANCE DATE N O1 _ REFRIG 2 X 6 MUDRM. RELEASES 04 5 1/2" 3 1/2" 3 1/2' WOOD FLOORING = - 1 _ 191-,47 __ E — — — 4'-1" 5'-1" 9'-5 1/2" Z r 1 SEAL: 3.2 N NUj _ O m DINING RM ( 00, z ;�/ " P.R. r? 5 1/2" v Efl ARCy� L — — — J TILE - — �� C,.VOLOS �C� M WOOD FLOORING i WOOD FLOORING O O d THIN SET � N Q T to I c9 iv I W.C. W X� 0) CL. in ter tt a COD cr 2 sr 2� y° o T IR g gTfi o3 032% O OF 5'-4 1/2" 9'-2" (N T zo GARAGE q bo 19 PROJECT: co -i U 1, ---*1,-- 485 Hickory Ave 5 5 4'-7" 11'-10 112" 4'-7" 39'-9" 391-911 Southold,NY MIN. HEADER (2) 2"X10" DRAWING NAME: 1 . FIRST FLOOR PLAN FIRST FLOOR PLAN M M CCIJ Q Q DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD 2 n n SHEET: A3.2 SCALE: 1/4 =1-0 NO. 2 .01 PROJECT No 11-01 2 ADAM C. VOLOSIK ARCHITECT A3.1 528 South Harbor Road Southold,NY 11971 631.806.2537 M C'7 Ell M � C'7 Q Q T-1" 14'-9 1/2" 11'-10" U-0 1 1/2" 1 1/2" 1 1/2" 1 1/2" N tV � r 2X6 HALL 2X6 r N WOOD FLOORING; cj M 5 8 8 HANDRAIL PER 2 X 6 NYS CODE BATH IS] THIN SET o BEDROOM 'FILE BEDROOMzo o WOOD FLOORING WOOD FLOORING O 5 1/2" 1/2" 5 1/2" 15'-1" U-10" 12'-7" 5 3112 C M i 4'-10" N 4'-10" CL N 1 PERMIT SET 08 AUGUST 2014 M DN ISSUANCE DATE - - - - - - - - - 0 8 W.I.C. — � II RELEASES W.I.C. r OOD FLOOR1NG� WOOD FLOORIN 8 8 L2X HALL J� 8 8 8 8 1 N I 2 X 6 W6OD FLOORING N 2 X 6 28X 6 1 SEAL: 3.2 L _ - - J M _ ARC 2X6 �G��OVOL0S7Tc�`O \ \ / UNFINISHED ATTIC >j OPEN TO-CATHEDRAL BELOW \ \ \ S�qT 03242��'�O E OF N PROJECT: 485 Hickory Ave Southold,NY DRAWING NAME: SECOND FLOOR PLAN M M Q Q DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CIS 2 v��,,,JJ A3.2 SCALE: 1/4"=1'-0" SHEET: NO. 2 .2 PROJECT No 11-01 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — -- — — —%"M"AZEK TRIM _- - jj VINYL SIDINGO O I a - -- - - -AZEX I RIM - - - _f4"X6" Ll I VINYL SIDING ILA I - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I 1 EAST ELEVATION 1/4"=1-0' 1 PERMIT SET 08 AUGUST 2014 NO. ISSUANCE DATE RELEASES SEAL: �,C;p ARCy�T �y vocos��c�� P Sj. 03221 �O rF OF 56�ZEKSRir 3 s%"tX8"-AZEK-TRI M O O O O VINYLSIDING A P LT IN PROJECT: — — — - 5 KTRIM — — — — — — — - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - - 485 Hickory Ave 3 - -- — O Lai Southold,NY 5 " f°AZEK IRI -- — — — — — DRAWING NAME: ELEVATIONS I I I I I I I I I I I I I I DRAWING NUMBER: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWN BY: ACV SET: CHECKED BY: ACVCD 2 NORTH ELEVATION SCALE: 1/4"=11-0" SHEET: PROJECT No 11-01 301 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 5 " o AZEK TRIM %"M'AZEK TRIM I VINYL I 1 O O G EK TRIM — — — — — — — — — — — — — T - - EK�f21M LE —1 JIF O1 O1 O1 O1 VINYL SIDING 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 PERMIT SET 08 AUGUST 2014 NO. ISSUANCE DATE 1 WEST ELEVATION RELEASES 1/1'—I-0 SEAL: PEO ARC 1>7 G,VOCpSFO'A L\Mtn 0321 s2 qTF OF ASPHALT SHINGLES %"X6" AZEK TRIM %"X6" EK-1•R4M SP-HAI T_SHINGLFS VINYL-SI ING PROJECT: - - - - - - - - - - - - - - 485 Hickory Ave- - - _ _ is ory 3 -- INYL SIDING — Southold,NY --- — X41 Xro"AZEK_TRIM_ — — — DRAWING NAME: I I I ELEVATIONS I I I I I I I I I I I I I I I I I I I I I DRAWING NUMBER: — — — — — — — — — — — — -- — — — — — — — — — --- — DRAWN BY: ACV SET: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CD 2 SOUTH ELEVATION CHECKED BY: ACV 1/4 —1-011 SHEET: SCALE: 1/4"=11-0" PROJECT No 11-01 302 ASPHALT SHINGLE ADAM C. VOLOSIK ARCHITECT ROOFING 5/8" PLYWOOD 528 South Harbor Road SHEATHING Southold,NY 11971 2„X10„@ 631.806.2537 16"O.C. 12 12 8� �8 TOP OF PLATE: TOP OF R.O.: PTD. G.W.B TOP OF PLATE: 00 0 7 1/2"R X 11"T 11'-8" 12 15 TOP OF _ _ _ _ _ _ _ _ _ _ _ TOP OF PLATE: TOP OF mk PLATE: R.O.: O I� N CD --- 0) PTD. G.W.B 00 7 1/2"R X 11"T 11'-0" 00 TOP OF — --- - - TOP OF WALL: WALL: - 9 1/2"TJ I - Cf) ih 3/4" PLYWOOD - 0 SUBFLOOR 8" P.C.WALL 0 0 co 00 TOP OF 8"X16" P.C. L TOP OF 1 PERMITSET 08 AUGUST 2014 FOOTING: FOOTING FOOTING: L4" P.C. SLAB NO. ISSUANCE DATE o W/WWM o RELEASES ASPHALT SEAL: SHINGLE ROOFING PEp ARCH� 1 CROSS SECTION 5/8"PLYWOOD r SHEATHING NO 0,9 FCS 2"X10"@ Q? 16"O.C. btu IT ,x Q� srgT 03242LO 12 12 E OF N 8� �8 _ TOP OF PLATE: TOP OF \ R.O.: o PTD. G.W.B PTD. G.W.B i` PROJECT: TOP OF PLATE: TOP OF 485 Hickory Ave ❑ R.O.: (V i PTD. G.W.B - Southold,NY TOP OF �— - - - - WALL: DRAWING NAME: 91PLYWOOD 3/4" PLOOD BUILDING SECTIONS M SUBFLOOR 8" P.C.WALL 0 00 DRAWING NUMBER: TOP OF 8'X16" P.C. DRAWN BY: ACV SET: FOOTING: L4" P.C. SFOOTING LAB CHECKED BY: ACV CD W/WWM SCALE: 1/4"=1'-0" SHEET: 1 CROSS SECTION PROJECT No 11-01 3 * 3