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Home My WebLink About37671-Z �UFFO(�c Town of Southold Annex 9/18/2013 P.O.Box 1179 54375 Main Road co oy Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36514 Date: 9/18/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 64755 Route 25, Greenport, SCTM#: 473889 See/Block/Lot: 56.4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/15/2012 pursuant to which Building Permit No. 37671 dated 12/7/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to an existing building for a fish market as applied for per ZBA#6608, dated 12/20/12. The certificate is issued to CHLOEM LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37671 9/17/13 PLUMBERS CERTIFICATION DATED 9/18/13 Dinizio Plumbing&Heating YizeAignatufe o�SUF Fall(�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y = ' 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#: 37671 Date: 12/7/2012 Permission is hereby granted to: CHLOEM LLC PO Box 1802 Southold, NY 11971 To: install new windows and doors in an existing commercial building as applied for. Amended 2/12/13 to included additions and alterations for Fish Market per ZBA#6608SE and Planning Board Approval. At premises located at: 64755 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 56.4-22 Pursuant to application dated 11/15/2012 and approved by the Building Inspector. To expire on 6/8/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 ELECTRIC $185.00 AMENDMENT TO PERMIT $1,264.80 Total: $1,749.80 C A Building Ins ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50,00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: / Old or Pre-existing Building: V (check one) Location of Property: 6. "4 rLF C Y.-2eV �VZJ— House No. Street Hamlet Owner or Owners of Property:Ch 4-,2je j M N yjW I,g yLy✓� Suffolk County Tax Map No 1000, Section S�(p Block �'� Lot 2 Subdivision Filed Map. Lot: Permit No.?Oto-7 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: L'(check one) Fee Submitted: $ �© Applicant Signature SOUTyolo Town Hall Annex Telephone(631)765-1802 . 54375 Main Road Fax(631)765-9502 P.O.Box 1179 iQ roger.riche rt( -town.southo Id.ny.us Southold,NY 11971-0959 cou�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Southold Fish Market Address: 64755 Main Rd - City: Southold St: NY Zip: 11971 Building Permit#: 37671 Section: 56 Block: 4 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric Inc License No: 1005-e SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 47 Ceiling Fixtures 19 HID Fixtures 2 Service 3 ph 400a Hot Water GFCI Recpt Wall Fixtures 7 Smoke Detectors Main Panel 2-20 A/C Condenser 2 Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect 2-20 Switches R Twist Lock Exit Fixtures H TVSS Ll Other Equipment: 400a 3-phase, overhead service, 2-3 phase 30a compressors, 1-20a walk in, 2-evaporaters,3-roof fans,2-kitchen exhaust fans, 1-paddle fan,2-220a tank pumps(water),3-combination exit/emergency lights Notes: Inspector Signature: Date: Sept 17 2013 81-Cert Electrical Compliance Form.xls s01fTyo .- Town Ball Annex Telephone(,63.1).7657190.2 54375 Main Road Fax(63 l),765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 �O �CUUNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION - Date: Building Permit No. Z Owner: co 41y['( ✓V? o �.�f (P ease print) Plumber: Ztc) w��Woe (Please.print) I certify that the solder used in.the water supply system contains less.fhan 2/10 of 1%. lead. tubers Signature) . :. Sworn to before me this dayofr�nv,6 \ 20 �3 CONI IE D. BUNCH Notary Public,'Sa.-CGc—� County Notary Public, State of New York No.01 BUG185050 Cualitisd in Suffolk Count; Commission Expires April 14,2 6/.L- Of SO(/lyo� N O �olyo t� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F, NDATION 2ND [ ] INSULATION [ FRAMING(S:TRAPPING,, [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �,�aa � INSPECTOR pf SO(/T�O �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ FOUND TION 1ST [ ROUGH PLEIG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �J DATE I 1 .1 INSPECTOR , OF SOUT�,O� N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' INSPECTION . . [ ] FOUNDATION 1 ST [ ] ROUGH .PLOG. [ ] FOUNDATION' 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "I 4t� DATE 1 INSPECTOR OF SOpI��! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' DATE INSPECTOR OP SO(/T�o� UNTi,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /FINAIL GH PLBG. FOUNDATION 2ND [ LATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS _ ry 0-? e 1 DATE G �3 INSPECTOR SOUIyo� � �y000NT'1�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION I [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Op2x) / k) ,R4-S,-x2^fl -i782ml/V-4-TEL c)p I r SS 7f E-S-7l auq pzt� ro/2- <;�,Vn-04t DATE - INSPECTOR sou �o �o coulm,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: " A 3(--ff 5 — C, K r__&A?gw DATE _ �J INSPECTOR Of Sopj�o �yCouM`1,�1c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ FFINAL H PLEIG. [ ] FOUNDATION 2ND [ ATION [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 50IN Ulyo�o u �o ) ��ycourm,��'� \ OWN OF SOUTHOLD BUILDING DEPT. i 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: DATE It? 1 INSPECTOR �+ 1� 11 0 � � • � , 1 1. IN W125 WesAILI POOR INSULATIONPERN.Y. STATE ENERGY , 1 Ell ADDITIONAL COMMNtS v � � • • it . 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. Z 71 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved. I ,20 I� Mail to: NW, As-s C._ LLL Disapproved a/c P-0,Eba., IV1 &-w`tAo 1 Phone: (ri�Jt- Y'J yj0�,4 Expiration 20 DBuilding Inspector NOV 1 5 2012 PLICATION FOR BUILDING PERMIT Date /� —�S , 20 12- BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning"amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si of applicant or name,if a corporation) P,O. �O," (6q,5- ,50.71-"0" N*-(. I(T I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Aq N Name of owner of premises CIA L.C)F_M L LC . C S0lr1o,_6 F I S -1 -M VZ.V-f7-T) (As on the tax roll or latest deed) If ap an i a c ration, signature of duly authorized officer (Nam title of corporate officer) Builders License No. M-9,D, Plumbers License No. i,P7:lh Electricians License No. I A's, Other Trade's License No. i a t, 1. Location of land on which proposed work will be done: , House Number Street Hamlet County Tax Map No. 1000 Section Block Lot ZZ• Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc of proposed construction: a. Existing use and occupancyLr -� b. Intended use and occupancy - - - 3. Nature of work (check which applicable):New Building Addition Alteration Repair X Removal . Demolition Other Work �,�� S;-51"Lgocgs 4. Estimated Cost_ J 0,®0 O Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units XJPA Number of dwelling units on each floor NA If garage, number of cars N A , 6. If business, commercial or mixed occupancy, specify nature.and extent of.each type of use. M-M ICIDMMEACAl 7. Dimensions of existing structures, if any: Front_ SO-R Rear �(1`-q`� Depth ��i 16 Height 20- Number of Stories Z Dimensions of same structure with alterations or additions: Front SO 1 R Rear (8®'--9 Depth -3 6," Height Z�`-0 if 0 Number of Stories 9. 8. Dimensions of entire new construction: Front-----,N—N Rear N N Depth MA Height NIN Number of Stories N A , 9. Size of lot: Front '3O®` Rear 1 CF7 l l�+ :`-Depth 200' 10. Date of Purchase AUG 2,N Z Name of Former Owner C4er-K- PPapc2i i�S 11. Zone or use district in which premises are situated r+Qe�- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO—X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X CN t.O F k 14.Names of Owner of premises Csa,,Too;,-b FI'54 KAcaNddress Phone No. Name of Architect 9Ak ALS LL_L- Address P.,�, R�o--4- 1675 INITI Phone No 631-43`3-CIV$4 Name of Contractor T61S. Address 1 6b Phone No. Tgh 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X _ * 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 X * 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 11( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �1,� 4�) being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the / G-j=r j T- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this IS- of 6V 20 Notary Public VICKI TOTH ature of Applicant Notary Public Stata of New York No.Of`f06190696 Qualified in Suffolk County Commission Expires July 28,201(q i ! BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®��OF SO(/jy®l 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer �, Town Annex/First Floor,Capital One Bank j George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider l Southold,NY 11971 ycoU I, http://southoldtown.northfork.net E f ZONING BOARD OF APPEALS TOWN OF SOUTHOLD p�C 2 7 2012 Tel.(631)765-1809•Fax(631)765-9064 BOG.ODE EPT. n rrunl.D FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 20,2012 ZBA FILE No.: 6608 SE NAME OF APPLICANT: Chloem,LLC SCTM# 1000-56-04-22 PROPERTY LOCATION: 64755 Main Road(aka NYS Rte 25), Greenport,NY 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 November 29, 2012 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: 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 consists of 46,309 square feet in the Marine II (M-II) Zone District. It has 300+/- feet of frontage along Main Road (SR 25), 200 feet along the f eastern boundary, 187.11 feet along the northern boundary and 200 feet along the western boundary. The parcel is improved with a one story frame building. All as shown on the Survey prepared by John Metzger,L.S., last revision dated Oct. 26 2012 (offsets added). ' BASIS OF APPLICATION: Request for Special Exception per Code Section 280 55B (5) to operate a Fish Market with combination of wholesale and retail sale of finfish and shellfish. j RELIEF REQUESTED: The applicant proposes to renovate and covert the existing structure from �. a restaurant to a proposed fish market with an accessory prepared seafood take-out/eat-in area consisting of four(4)tables with a maximum of 16 seats. ADDITIONAL INFORMATION: The Southold Fish Market has, for the past 50 years, been located at the Port of Egypt Marina in Southold. The applicant had worked at the Southold Fish Market since 1987. The applicant acquired the business from the prior owner in 1999 where and i t I J ' Page 2 of 4—December 20,2012 ZBA File#6608—Ch;oem,LLC SCTM: 1000-56-4-22 when he maintained the Fish Market operations. The lease agreement between the Southold Fish Market (tenant) and Port of Egypt (landlord) was not renewed. The applicant then purchased the subject parcel primarily because it is zoned Marine II which permits a Fish Market by Special Exception. There are letters of support for this application submitted by Braun Seafood Co. (a Fish Market business similar to what the applicant proposes) and by the adjoining property owners to the east. There was testimonial support during the public hearing by a member/spokesman of the Town of Southold Baymen's Association. There is no recorded opposition to what the applicant requests. The existing structure and property has not been used in several years and its deteriorating condition has created a visible negative impact to the character of this neighborhood and community. The existing structure received Special Exception approval for a restaurant by the Zoning Board of Appeals application file #6322 dated 10/22/2009, which is hereby replaced by this determination. Comments received from the Town of Southold Planning-Board dated November 27, 2012 state that an amended site plan application is not required because the proposed fish market with accessory prepared seafood take-out/eat in area does not create any intensification of use of the previously approved site plan for an 80 seat restaurant, and the site plan will not be significantly changed in its conversion to a fish market use. At the public hearing on December 6, 2012, the applicant's agent testified that the request from the Planning Board for receipt of a photometric lighting plan has already been submitted to them, and that other safety methods they recommend, such as ingress/egress, signage, and a no parking area in the front, appear on the site plan submitted to the ZBA. I FINDINGS OF FACT/REASONS FOR BOARD ACTION: I The Zoning Board of Appeals held a public hearing on this application on December 6,2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts 1 to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: i A. That the use of the parcel and structure(s) as a Fish Market with an accessory prepared seafood take-out/eat-in area will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts C. That the safety, the health, the welfare,the comfort, the convenience or the order of the �. town will not be adversely affected by the proposed use and its location. Page 3 of 4—December 20,2012 ZBA File#6608—Ch;oem,LLC SCTM: 1000-56-4-22 D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance.The existing structure and landscape has not been used in several years and its deteriorating overall maintenance has created a visible negative to the character of this neighborhood and community. The applicant proposes to renovate the structure and landscape as per an approved site plan which will improve the visibility and j appearance, creating a compatible appearance to the character of this neighborhood and community. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. i I' BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried to i GRANT, a Special Exception, as applied for, and shown on the Survey prepared by John Metzger, i L.S., last revision dated Oct. 26, 2012 and the architectural drawings prepared by D.A.K. Associates LLC sheets S1,A101, A102,A103, A201 and A202 all dated Oct. 16, 2012. SUBJECT TO THE FOLLOWING CONDITIONS: 1. No increase in the size, scope or intensity of the proposed 4 table/16 seat prepared seafood take-out/eat-in area is permitted. Should the applicant do so,the Board-of Appeals may, by its own motion, call fora public hearing to consider the revocation of this Special Exception.permit and/or the need for additional relief from the code for two uses on the subject property. 2. The proposal shall comply with the requirements of Chapter 236, Stormwater Management. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any violations of the conditions, occupancy or other requirements described herein, may require a ;. public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. i I'. . i I i Page 4 of 4—December 20,2012 ZBA File#6608—Ch;oem,LLC SCTM: 1000-56-4-22 i I Vote of the Board: Ayes:Members:Horning, Weisman(Chairperson),Dinizio,Schneider, Goehringer. This Resolution was duly adopted(5-0). C. i Leslie Kanes Weisman, Chairperson Approved for filing IkI /2012 i i i i r i I i L. i I I f i f Tows Flail Amex Telephone(631)76M.902: 54375 Maim Road �gg��QQgg P.O.Box 1179 Mger dcher a I UM A6760Oi6y us Southold,NY 119714 M9 BUMMING DEPARTNEW - TOWN OF SOUTHOLD APPLICATION- FOR ELECTRICAL INSPECTION, REQUESTED Date: Company Flame: fVartne: I C� C 1aR_ - Address: Phone-No.: JO:BSITE INFORMAT(ON: (Indicates_required information) +�O m�r&1=7 *Address: s.. . *Cross Street: *Phone No.-- Permit No.: '31uj I ; Tax Map District: 1000 Section: Stock.- Lot: *BRIEF DESCRIPTION OF WORD(Please Pint Clearly) .(#Tease Ciirele All.That Apply); *Is jobs ready for inspection: NO Rough In: Final- *M you need-a Temp Cerffiicate: YE NO Ternp.tnfonnation (If needed) - *Service Size: 1 Phase. 3Phase 400 -150 . 200 30G 350• 40. Other *New Service: Re-connect Underground Number of Meters Change of Service Overlie Addo f fo7nation: PAYMENT DUE WITH'APPLICATION A7 \VXI4- d MAILING ADDRESS: PLANNING BOARD MEMBERS SOU,, P.O.Box 1179 DONALD J.WILCENSKI ho�� y�lO Southold,NY 11971 Chair .1L OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex KENNETH L.EDWARDS G JAMES H.RICH III 54375 State Route 25 �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR l��ourm,��' Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J.Verity, Chief Building Inspector From: Brian Cummings, Planner Date: January 8,2013 . Re: Proposed Southold Fish Market SCTM#1000-56-4-22 Please be advised that the Planning Board has received and reviewed the items requested in their memorandum dated November 21,.2012 and has determined the materials submitted to be sufficient for the proposed restaurant and fish market. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS OF S0 P.O.Box 1179 DONALD J.WILCENSHI �o�� yplo Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex JAMES H.RICH PIERCE RICH TY G • Q 54375 State Route 25 III MARTIN H.SIDOR ��, � (cor.Main Rd. &Youngs Ave.) COU ,� Southold,NY Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11; 2013 Mr. Charles A. Manwaring, Jr. Southold Fish Market, Inc. P.O. Box 1802 Southold, NY 11971 RE: Suffolk County Tax Map#1000-56-4-22 Site Plan Application.Fee Dear Mr. Manwaring: ..Enclosed is our check in the amount of$500 representing return of your site plan application fee. The Planning Board considers your application withdrawn after finding that . the existing site plan on file was sufficient for the proposed use. Sincerely,. Brian Cummings Planner Enc. BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted.�/ /06/07*Date Reviewed.—I . /06107 Applicant: � � �� Owner: Architect/Engineer: ��-�c� Estimated Cost: SCTM# 1000- ,56 -_ Subdivision: Zone: Conforming. Property Address: G, �S� a}' City: �h�^ � Pre COs? . Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- Info: Single& Separate Search Required? Y or N Determination: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height Project Description: Waterfront? Y or Y If yes, water body: Panel# Flood Zone: /Y Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or N- If yes, *Bed#: *Date: _/_/_ *Permit#i Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEc9/1/75 Y or N - Date: —/—/ - Permit#: or NJ Letter-Notes: Southold Trustees: Y or N- Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y or N- Date: / / Permit#: -Notes: Southold Planning: Y or N- Date: / /_ Permit#: -Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance(page 2): Y or N Notes: V ell Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( SF)= SF X $ =$ First Floor: SF + Initial Fee: $ Second Floor: SF +Additional Fee ( : $ Other: SF 2. ( SF)- ( _SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee � ): $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -lee Shield Underlay:YES Flood Hazai ds: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RAJPTERS: YIN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N .LIVE: YIN DEAD: YIN SNOW: YIN SEISMIC: YIN WIND: Y/N wINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) COMcheck Software Version 3.9.2 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title:Southold Fish Market Construction Site: Owner/Agent: Designer/Contractor: 64755 Main Rd. Charlie Manwarring Brett Kehl Southold,NY 11971 CHLOEM LLC. DAK.Assoc.LLC. 64755 Main Road PO.Box 1675 Southold,NY 11971 Southold,NY 11971 631-767-6075 631-433-9084 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 7% Skylight Glazing/Roof Area Pct.: 1% Activity Type(s) Floor Area Fish Market(Retail) 2707 Section 3: Requirements Checklist Envelope PASSES:Design ecode. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 2774 30.0 0.0 0.034 0.027 Skylight 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 14 --- --- 0.350 0.600 0.60 Exterior Wall 1:Wood-Framed,16"o.c. 1865 15.0 0.0 0.083 0.089 Window 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 138 --- --- 0.310 0.400 0.40 Door 1:Insulated Metal,Swinging 70 --- --- 0.330 0.700 Door 2:Insulated Metal,Swinging 56 --- --- 0.330 0.700 Floor 1:Slab-On-Grade:Unheated,Horizontal without vertical 2 ft. 66 --- 10.0 --- --- Floor 2:Wood-Framed 1284 19.0 0.0 0.051 0.033 Floor 3:Wood-Framed 834 30.0 0.0 0.034 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. Project Title: Southold Fish Market Report date: 09/04/13 Data filename:C:\Program Files\My Documents\COMcheck\Southold Fish Market 02-12-13.cck Page 1 of 2 i 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamp an i ned this p g that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications ar 'n cc 'ance i ..th. �� i= Name-Title a ;`: Date w FAA 0, Cj'7 Project Title: Southold Fish Market Report date: 09/04/13 Data filename:C:\Program Files\My Documents\COMcheck\Southold Fish Market 02-12-13.cck Page 2 of 2 z� COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information —3 Project Type:Addition Project Title:Southold Fish Market ,� Construction Site: Owner/Agent: Designer/ContraAtor: —/I 64755 Main Rd. Charlie Manwarring Brett Kehl Southold,NY 11971 CHLOEM LLC. DAK.Assoc.LLC. 64755 Main Road PO.Box 1675 Southold,NY 11971 Southold,NY 11971 631-767-6075 631-433-9084 Section,2:..General.Information Building Location(for weather data): :Suffolk,New York E C E E Climate Zone: 4a Building Type=fArEnvelope Requirements: Nori-Residential Verticai.Glazing!Wall Area Pct.: 7% f C EB 1 3 2013 Skylight Glazing!Roof Area Pct.: 1 Activity Tvaelsl Floor Area Fish Market(Retail) 2707 BLDG. DEPT. TWIN OF SOUTHOLD Section 3: Requirements Checklist Envelope ..- Climate-Specific Requirements: Component Name/Description Gross .:Cavity Cont. Proposed Budget Area or-. '-R Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 2774 49.0 0.0 0.021 0.027 Skylight 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 14 -- -- 0.350 0.600 0.60 Exterior Wall 1:Wood-Framed,16"o.c. 1865 15.0 0.0 0.083 0.089 Window 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 138 — — 0.310 0.400 0.40 Door 1:Insulated Metal,Swinging 70 — — 0.330 0.700 Door 2:Insulated Metal,Swinging 56 — — 0.330 0.700 Floor 1:Slab-On-Grade:Unheated,Horizontal without vertical 2 ft. 66 — 10.0 — — Floor 2:Wood-Framed 1284 19.0 0.0 0.051 0.033 Floor 3:Wood-Framed 834 30.0 0.0 0.034 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: I] 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values t£U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. Project Title: Southold Fish Market Report date: 02/13/13 Data filename:C:\Program Files\My Documents\COMcheck\Southold Fish Market 02-12-13.cck Page 1 of 2 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that F achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature Date Project Title: Southold Fish Market Report date: 02/13/13 Data filename:C:\Program Files\My Documents\COMcheck\Southold Fish Market 02-12-13.cck Page 2 of 2 V GENERAL NOTES: SAFETY NOTES: COMMERCIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND , „ - - -- General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION.CC) NTRACTOR N 0 T E S Wood: FIRE SAFETY: 1 , All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2' D aAa K ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A - - -- residential & commercial design •engineering•consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631�767-6071 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,New York 11978 fax: (6311 466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. E-Mail; CArm8888@aoLcom 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. �eerkoski,Armaicenln55ociates,LtcotarmelyEasrEndoesignAssaciates,LLc F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association ((APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal, GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, 7, All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better.. to others or used in connection with any work p p (• ) # 3. DUST CONTROL: or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8• Design values: A, DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1 ,600,000 PSI WORK NOTES: Fv = 95 PSI C. HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): APPROVED AS NOTED THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: OCCUPANCY O 3� 7� Fv = 285 PSI DATE o7 /2'B.P.#� 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6FUSE�'Uka�'I1.I�r�?f _ THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. �`+ FEE:. .: BY 9. THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE qq� '�` �"; '"` "" �' NOTIFY BUILDING DEPARTMENT AT CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK �lff�Qq R f; IFI RSA. NOTIFY 8AM TO 4 PM FOR THE DRAWINGS, AND ALL OTHER WORK THATF MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS OF OCCUPANCY FOLLOWING INSPECTIONS: BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 1. FOUNDATION-TWO REQUIRED 10. ALL PIPING AND WIRING SHALL BE RENAOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, iARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH FOR POURED CONCRETE INCONVENIENCES TO THE OTHER NEIGHHBORS. 2. ROUGH-FRAMING,PLUMBING, 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN STRAPPING,ELECTRICAL&CAULKING LEVEL OF THE FIRST FLOOR ARE TO IBE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC, NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 3. INSULATION PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HIARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES 4. FINAL-CONSTRUCTION&ELECTRICAL WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR \WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE MUST BE COMPLETE FOR C.O. 12, THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ALL CONSTRUCTION SHALL MEET THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIREMENTS OF THE CODES OF NEW REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF YORK STATE. NOT RESPONSIBLE FOR 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR . SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE PRIOJE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ALLCO;�STnU!TI0,NS �`AI 14. THE CONTRACTOR WILL COORDINATE THIECT-U ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARIM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR "' :,"~ �" 7 ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTFS OF DEFENSE, FOR THE INJURY OR ,. �..EETT�l�R U►�►��. �If THE RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PIROVIDED UNDER THIS AGREEMENT. OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDI IONS AND ACCEPTANCE OF THESE REQUIREMENTS. =EC OFN'E"YQ�:tSTATE. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS C H LO E LLC. SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. Commercial CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TODAMAGE FROM WINTER ICE SHIELD ROOF DRAINAGE CALCULATIONS: Building SNOW DESIGN FROST LINEE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OVERVIEW OF CONSTRUCTION TO BE PERFORMED :LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 GLOCATED AT DESIGN CRITERIA ROOF AREA= 2282 s ft 64755 MAIN ROAD PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS 1 ) REMOVE EXISTING S I [DING, WINDOWS, DOORS AND SOFFITS (I^ pounds per square foot) V = A X R X c (RT. 25) , USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 2) PROVIDE AND I N S TA I L L ALL STRAPPING AS PER NY. STATE CODE A = 1783 sq/ft USE OCCUPANCY EXTERIOR BALCONIES 60 10 3) CLOSE IN ALL OPEN I N G S FOR DOORS AND WINDOWS TO BE REMOVED R = 2" RAINFALL = .17 ft SOUTHOLD, NY. C = COEFF. = 1.0 (GREENPORT FIRE DISTRICT) Mil Mil DECKS (f) 40 10 4) FRAME ANY NEW OPENINGS FOR NEW WINDOWS AND DOORS V = 1783 x 1 x .166667 = 297.17 0. 5) INSTALL NEW WINDOWS SCTM # 1000-056-4-22 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 298 / 42.25 VERTICAL FT. / FT - 7.05 U.F. TYPE GROUP' ATTICS WITHOUT STORAGE (b,e) 10 10 6 ) INSTALL NEW DOORS USE (2) 8' DIA. POOLS 4'-0" DEEP = 9 V.F. V B ATTICS WITH STORAGE (b,e) 20 10 / ) INSTALL NEW S I D I N G1 POOLS TO BE PLACED ON OPPOSITE SIDE OF HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 8) INSTALL NEW F A S C I A's HOUSE AND LEADERS TO BE PIPED TO POOLS HEIGHT FIRE AREA SLEEPING ROOMS 30 10 9 INSTALL NEW SOFFITS ALL COVERS TO BE TRAFFIC BEARING `� /�'"` HEIGHT, ) i��" E BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMITrED AREA ALL MULTIPLE POOL SYSTEMS ARE TO THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 THE ABOVE CONSTRUCTION IS TO MAKE THE BUILDING WATER TIGHT TO BE CROSS-CONNECTED OF THE HIGHEST ROOF AS PER TABLE 503 AS PER SURFACE ESECTION 5C28 OF ROOF 30 10 PREVENT ANY FURTHER', DETERIORATION OF THE BUILDING OR THE BUILDING CODE OF NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- N O ADDITIONS TI O N S WILL B E MADE TO THE BUILDING WITHOUT THE PROPER O P E R TOTAL HEIGHT FROM RIDGE TO GRADE 20'- 1/8" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. PROVIDE A 3 ND WIDE X IMITE DEEP b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. PERMITS. TRENCH AROUND THE PERIMITER OF THE HOUSE FILLED WITH 18" OF BANKRUN LUMBER SPECIES AN[D GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING MATERIAL AND TOPPED WITH 18" OF OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DRAWING TITLE: ALL BUILDING FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 2" STONE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS IP L U M B I N G RISER DIAGRAM TABLE R402,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SETT: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED �II (r 77E COMPRESSION STRENGTH (a) (fc) NL CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT NA WEATHERING POTENTIALrr * �FIRST FLOOR 2707 sq. ft. SEVERE (b) � "V L l•y SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER i i 2,500 c E�.)G DEPT. SEAL: DATE: BALCONY NA T0';;W OF SiT O'11N01_D OCT. 16, 2012 LOFT NA HOUSE a NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 c PROJECT N0: ATTIC ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS ( ) 955-2012 GARAGE NA © COPYRIGHT 2011 DAY ASSOCIATES, LLC. NO SUBSTITUTIONS DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��OF NEWY ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND DEER BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER _ O,p FOR THE NATURAL LIGHT AND VENTILATION REQUIREME=NTS. All Framing Hardware Shown on these Plans,Unless Otherwise Indicated, Is Simpson Strong- UNDER FEDERAL COPYRIGHT LAW. �� ,r 3,000 (d) p g PLANS MAY NOT BE REPRODUCED WITHOUT os� * CHECKED BY: SCREENED PORCH NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Tie. No Substitutions are Approved or Authorized, WRITTEN AUTHORIZATION. ,- =:: JJD EASTERN DECK NA w PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF , .i w SHEET NUMBER: THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) WESTERN DECK NA Due to the Relationships of Framing Hardware zJ D.A.K. ASSOCIATES, LLC. FRONT PORCH NA SHEATHING NOTES: to the other Components of the Structure, any tia ^ SIDE PORCH NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o 072 (v- Framing Hardware Substitutions will Render A POOL HOUSE CABANA NA > These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Ro N UNCOVERED ENTRANCES NA FOR SI; 1 POUND PER SQUARE INCH + 6.895 kpa Installer Contractor AssumingResponsibility for (a) AT 28 DAYS PSI 1 SHEATHING TO BE NAILED TO CCA SILL � p Y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL ( ) the Design and Performance of the Entire System, the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOO)R BOX BEAM (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATFFIC TOP PLATES of Health Services, Town Building Departments, DEC, FEMA, etc. ( ) (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (4) SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A-K ASSOCIATES, LLc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. t SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF i:a/ _- .--• TWO 8d NAILS THIS M T S 2 0 L T S 2 0 D U -FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS. ,ALLOWABLE LOADS 12 LOAD � 11 I � _ L, ITIMPT FASTENERS �. . o LATERAL WITH TOTAL FOUR o MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE 8d NAILS ° i f NO. TO AVG NAILS REF. INTO TRUSS. RAFTERS/ AT STUDS ULT. 160 F F (133&PLATES STUDS (13.3) ( ) t 2 0 STU " TRUSS SIMPSON PROVIDE (1) HGA10KT ON NOTE; REFER TO SIMPSON WOOD CONSTRUCTION - TAKE-UP WASHER SIDE OF CEILING JOIST jJ °A°K ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 93(0L85400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES °i residential & commercial design •engineering#consulting H6 16 8-8d 8-8d 3983 915650 5, 44 ° o — DIMENSIONS FASTENERS ALLLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ART 'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS 2 REF INTO •o 506 Main Street phone: �631�167 6071 MODEL GA AVG � • Westhampton Beach,New York 11978 fax: 1631)466-3354 NO. MAX. CLEAR ULT. EFTA LFTA PLATES �° o WIDTHSPAN L OTY DIA 14"' 2" 21" 3" 31" 14" 2" 24" 3' 31' EIGHT E-Mail: CArm8888@aol,com° ° . 8d NAILS SP4 ° ° Deerkoski,Arm&Kehl Associates,LLC o OWNERSHIP & USE OF DOCUMENTS:formerly East End Design Associates,LLC 16-10d — 4200 1205 1400 STUD LFTA 16 24" 17" 38p' °' INTO 5, 44, 85 0 DOU(G-FIR LARCH / S0. PINE ° FASTENERS ALL-OWABLE UPLIFT LOADS 3 °° These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE ° NO. ULT. REF. LFTA LSTA21(133 / 160) (133) (160) ° ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 10d 10d x 1 " °° LLC. No part thereof shall be copied, disclosed ° to others or used in connection with any work MTS16 16 14-10d 14-1 Od x 1}" 3116 1000 840 1000 3, 41, 128 ,° °° or project other than for which they have been ° ° prepared without written consent. ° MTS20 20 14-10d 14--10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 0 ° Simpson Strong—Tie ° HGA10 WORK NOTES: LST20 20 12-10d 12--10d x 14" 2383 775 720 720 3, 41 COW- DETAIL 'Ell J00000UPLER NUTDOUG-FIR-LARCH Equal number ofTYPE OF DIRECTION So. PINE CODE specified nails in MODEL TYPEO- DI LOAD ALLOWABLE LOADS REF. N D CON FLOOR ROOF (13:3/ TION (100) (125) 160i each end Simpson Strong—Tie DETAIL "K" G 515 645 67(0 I , CS16 LTP4 5 J 515 645 67(0 6, 39, 97 DETAIL H H 515 645 67(0 MATERIAL DIMECNSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HDOFDO�N ARTJ"xl2 STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH of BOLT 2.3 AT HIGHEST AT HIGHEST STU 5 NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIA5'e DESIGN LOAD DESIGN REF. 000 /SIMPSON GA GA OTY DIA 1�" 2" 2�" 3" 3}" 5 " LOAD WHEN RAISED OFF o TAKE—UP WASHER TH ILL P ATE o 0 HD2A 16 12 4{" 2 " 2 " 81" 2A" i" 1�" 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ART g"X12 MODEL DIMENSIONS FASTENERS AL-LOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT, (133) DF / SP (160) CODE SP4 3A" 7}" -10d x 14" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA yy L NAILS FIL00OOR (133) (160) REF. °o 11 LSTA21 20 1 " 21 16-10d 905 1 1265 1 1295 7, 40, 90 CIO PROJECT: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLLOOR (133) (160) REF. Simpson Strong—Tien00 MSTA24 18 1 1 " 1 24 18-10d 1 11025 1370 1640 1 7, 40, 90 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L END FASTENERS SPACING REF. HD2A C H LO E M LLC■ N0. (LENGTH GA CUT LENGTH (TOTAL) t 2 L (100) (133 / 160) oc. OF ROLL IN A ROW NOTE; ALL HANGERS TO BE USED ON THIS PROJECT !Simpson Strong-Tie CS16 150, 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 zrb" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. -FIR AR H PI N A wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B 1HHEEADERsd JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF (125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL Tlf Commercial ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF- ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 — 1150 1— 1250 7, 40, 127 DETAIL "I" STU 8 — HUS210-2 14 3� 9{* 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"xl2 SIMPSON u i I d i n g D U -FIR LARCH SO. PIN ALLOWABLE LOADS MODEL FASTENERS AVG UPLIFT UPLIFT ( 33/1 0)LATERAL RODE N0. GA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 LOCATED AT 160 HGA10KT 14 4-SDSi"x1}" 4-SDS}"x3•' 1523 435 435 1165 940 64755 MAIN ROAD ' (RT. 25) USE A MINIMUM OF SP4 ` COUPLER NUT TWO 8d NAILS THIS GNW_ V5.._ SOUTHOLD, NY. SIDE OF TRUSS. COUPLER NUT SP4 STU -g �' ' �SE (GREENPORT FIRE DISTRICT) TOTAL FOUR ° TWO A MINIMUM OF MTS16 ° STU J"- TAKE SIMPSON WASHER 8d NAILS SIDE O NAILS THIS SIMPSON LSTA21 SIMPSON INTO TRUSS. SIDE OF TRUSS. MTS16 TOTAL FOUR HD2A TAKE-UP WASHER Strong—Tie 0 /. O d ATRUSS. LSTA21 HUS210-2 SCTM # 1000-056-4-22 ° TWO o ° Fl 8 AILS o To $ oO " ANCHOR BOLTS PLATES p o TWO o EIGHT 0 8d NAILS 8d NAILS o INTO INTO o DETAIL "A" STUD Simpson Strong--Tie PLATES °0, H7 EIGHT ® DETAIL "D" DETAIL "G" DETAIL "J" IN NAILS INTO p STUD Sirmpson Strong-Tie H7 Simpson Strong—Tie LFTA ROD SYSTEM LFTA ° 00 EFTA EXTERIOR WINDOW HURRICANE ° BP SHUTTERS DETAIL EXTERIOR. WINDOW HURRICANE SHUTTERS TO BE PROVIDE FOR ALL WINDOWS °° THIS APA HURRICANE SHUTTER DESIGN IS BASED ON PRESSURE ASSOCIATED WITH A DESIGN WIND SPEIED OF 120 MPH. BUILDING CODES ARE CURRENTLY BEING REVIEWED FOR POSSIBLE CONTINUOUS 2X4 TRIM FOR SPACING CHANGES. BEFORE CONSTRUCTING SHUTTERS, THEREFORE, IT IS IMPORTANT TO CHECK WITH I'. DRAWING TITLE; LAG SCREW AT 16"oc. MINIMUM YOUR 101CAL BUILDING DEPARTMENT FOR AN UPDATE ON CURRENT CODE REQUIREMENTS. SIMPSON WINDLOAD (CHARTS & CALCULATIONS LTP4 I GLASS WINDOW & LTP4 DETAIL "L" STRONG-TIE DETAILS °°° °° LTP4 HORIZONTAL AND VERTICAL STIFFNERS TABLE 1 MAXIMUM SPAN WITHOUT STIFFNERS I °°° SET:: ISSUED FOR: DATE: I DETAIL "C" PAPA APPROX. MAX. APPROX. Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY (PANEL WEIGHT SHUTTER DEFLECTION (IN.) AT EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor—to—Floor Connections WINDOW SILL `,SPAN LB. FT2 SPAN 120MPH DESIGN C / SHEATHING NOTES: LAG SCREW AT 16"oc, MINIMUM [RATING WIND SPEED --A-] L C---�, : —r"Lu --B -Rt�1t1=f�-t�1 ACEOROAf C�-1N1�M-T #€--NA I�d�-��4 € I11 € CIF AT 15—FT HEIGHT TIDE-•-AME sEAIL: DATE; W�� — OCT. 16, 2012 LTP4 LTP4 DETAIL "B" 3>2/16 1 .5 30 0.5 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO- Simpson Strong—Tie 4.0/20 2 36 0.5 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 955-2012 Floor—to-Floor Connections (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES of NEB, DRAWN BY; 4-8/24 2.4 48 0.9 (4) SHEATHING TO BE NAILED TO TOP PLATE �Q;5 pEER� BDK o�S'�r F 0 * CHECKED BY: WOOD STUD WALL 4 8 oc. 3.6 72 1 .5 NO SUBSTITUTIONS �� JJD w SHEET NUMBER: All framinghardware shown on these tans, �. THE ENGINEERED WOOD ASSOCIATION (FORMERLY THE p �� • r;._ r unless otherwise indicated, is Simpson Strong—Tie, do 0 o �� AMERICAN PLYWOOD ASSOCIATION)HAS PREPARED FIVE ---0 tr - No substitutions are approved or authorized, S�� G2 BROCHURES THAT PRESENT HURRICANE SHUTTER DESIGNS VERIFY SPANS OF �TRUCTURUAI�'P�NELS GREATER THAN--30 WITH AFA-�RATINGS. \ FOR WOOD FRAMED AND MASONRY BUILDINGS. THE ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APi4 AND FEMA. _,.,--Due to the relationships of framing hardware to PANELS'S)HALL MEET-OR EXCEED ALL REQUIREMENTS OF THE' BUILDING CODE-,!;.. ~ the other components of the structure, any framing Doe NUMBER: of BROCHURES ARE AVAILABLE ON-LINE AT THE ENGINEERED •- - F` hardware substitutions will render these plans OF NEW'YORKSTATE AND THE AMERICAN FOREST ANDTPAPER ASSOCIATION JAMIES J DEERKOSKI, PE WOOD ASSOCIATION WEBSITE AT http://www.apawood.org./ null and void, and will result in the installer/contractor (AF•&PA) WOOD FRAME,CONSTRUCTION MANUAL (WFCM). ,,r' assuming responsibility for the design and © D•A•K ASSOCIATES, LLc performance of the entire system. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS. i 13 to] m, D a A a K ASSOCIATES LLC residential & commercial design •engineering.consulting 29 —2 14 P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fax: �631)466-3354 7'—52" $'—108 8'—104" 10'—33 -104" 19'-3 " —6' E-Mail: ssbn654@optonline.net Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE to others or used in connection with any work or project other than for which they have been ( ) prepared without written consent. 2 13/4"x 9Y2" LVL's UNLESS (2)1/4"x 9 2' LVL's UNLESS OTHERWISE NOTED. OTHERWISE NOTED. 0 I G636 G636 A31 (3)13/4"x 9Y2" LVL HDR. (3)13/4% 9Y2" LVL HDR. I I r-00 N I A31 3068 0 M k(,3 /4"x 9Y2" LVL HDR. WORK NOTES: 00 I O N a I N t\ I t- cfl I 0 I 4 o a '� � PROJECT: u-> CHLOEM LLC. 71'-9200 � I Commercial L) LO Building I 0 LOCATED AT a 64755 MAIN ROAD (RT. 25) SOUTHOLD, NY. I 0 a (GREENPORT FIRE DISTRICT) KN SCTM # 1000-056-4-22 I Z DRAWING TITLE: P3040 P3040 P3040 P3040 N NEW WINDOW PLAN 3'-5" i ALL HEADERS ARE TO BE � I A.330 ALL HEADERS ARE TO BE (2)13/4"x 9Y2" LVL's UNLESS I L A330 (2)13/4"x 9Y2" LVL's UNLESS OTHERWISE NOTED. I OTHERWISE NOTED. EXISTING CONCRETE Ek{ISTING CONCRETE e „ „ 10'-5 9'-5 L 12'-0 " l 3'-5 " 4'-7" —5 � 5 3 —2 20 8 86'-81" SET: ISSUED FOR: DATE: NEW WINDOW PLAN SEAL: DATE: OCT. 16, 2012 SCALE: 4"=1' PROJECT NO: 955-2012 ()F NEW y DRAWN BY: N. DEER �� BDK © COPYRIGHT 2012 D.A.K ASSOCIATES, LLC. �0s'� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * � � JJD UNDER FEDERAL COPYRIGHT LAW. r— w SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT z WRITTEN AUTHORIZATION. ti ti ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �. 07 p� Al 01 D.A.K. ASSOCIATES, LLC. FES 0, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. PROJECT TITLE & LOCATION: - CHLOEM LLC . CHLOEM LLC. SITE PLAN OF PROPERTY Southold AT ARSIIAMOMO Q OF f:a1i -�I 1 Fish Market � ELEVATIONS REFERENCED TO N. A. V. D. TO WN OF S0 UTHOLI) LOCATED AT S UFFOLK CO UKT Y, K Y (64755 MAIN ROAD N/0/F- UTILITY (RT. 25) STEPHEN PATTERSON III & EDWIN TUCCIO IPOLE S. C. T. M. 1000-56- 04-0�� SOUTHOLD, NY. = ' STOCKADE FENCE AS PER TOWN CODE N53°26'00"E STOCKADE FENCE AS PER TOWN) CODE 187. 11 SCALE- 1 " 20 ' ' I (GREENPORT FIRE DISTRICT) C>�O X6 FLAMCUTOFF OST0FIXTURES X, GRASS OR C�H 250 WATT X��' SCTM # "1000-056-4-22 LAMP POST O 15'-0" �o S �� I DUNE 20, 20�2 Q LANDSCAPED v I AUGUST 15, 2012 R PERVIOUS ROAD TO BE CO STRUCTED AR (REVISIONS) Q P SAME AS FRENCH D AIN AUGUST 16, 2012 (CERTIFICATIONS) WORKNO-TES: P AUGUST 22, 2012 (REVISION) (Notes shmll be considered typical for stems identified and 28" DIA4. TREE SEPTEMBER 18, 2012 (TOPO & CORNERS SET) shall apply, to all some and similar conditions or /18" DIA. TREE /// \ r� "�- locations; (all locations may not be noted.) O AREA-46,309 SO. FT.. NOVEMBfER 23, 2012 (REVISIONS) 1) (REDUCED THE NUMBER OF PARKING LOT FIXTURES P O O GRASS OR,\ANDSCAPE AREA •�•\ FROM 17 FIXTURES DOWN TO 12 FIXTURES) 16" DIA. TREF!/ \ 12"DIA. TREE 10" DIA. TREE 2) (INSTALL "EXIT ONLY" AND "ENTRANCE ONLY" SIGNS i \ 0 O ATT 12" DIA. TREE FULL CUTOOF FIXTURES O ON ROAD FRONTAGE) / LAMP PO T O 15'-0' O O Q O GRASS OR / ® O SEPTIC SYSTEM FULL 250 WFIXT�IR' NOVEMBER 30, 2012 (REVISIONS) Q' LANDSCAPED i COVERS LAMP POST O 15-0 ASS OR AREA , 0 CO 1) (Provided Internal Backlight Shields to reduc,; the MH 250 WATT / z \ LANDSCAPED � amount of Backlight at the Rear of the Fixture ULL CUTOFF FIXTURES Y w (2) P RKING O NO AREA �\ fV g LAMP POST O 15'-0" x NO �x + I M N to meet the Local Code.) / PARKING SP CE ST EL COVERS 8 �ooa�aTANK D 2) (Provided "NO PARKING" Signs at the Front of 8.8+ O b PARKIN TOP/COVER EL. 9. ( )I1PARKING rn O , SP CES -� o O Buildimg to Insure that no parking will occur p� ® O ODT N ® MH 250 WATT I betwelen OL FULL CUTOFF FIXTUR the building and the road O G� �2)ADA PARKING x� LAMP POST O 15'-ohs fTl PIPE ) - -_- --�¢�, SPACES �. -- ---�� N ASPHALT n, N -'c_, - -•,. (1= LI I G x6 / c�i �� o �v� GAP Q P `'� / = Q N o cz� �, o = Q Z Q 'C co-) �.l U �' N p F-- N 0 xI9 � ` r r C1q _ 15 X45 D FE3 i 2 2013 o ASPHALT IQ ,- BERTH D 0 wr*1 _... GRASS �•� Tp O �Tcy -- -- -- -- -- -- - -- \\ o r!,I ',nl� / + imn C/ ///VV H 250 WATT � \ -. 0 CUTOFF FIXTURES --- ®\�/Y-1 PITCH \ D P LA P POST O 15'-0" MH 50 WATT - , D () FULL CUTOFF IXTU �\ < 00 LAMP PO1T 5'- ( ) PA KING \ 0 �' -- `� GRAS OR D z SEPTIC�lS11' T M TO DRAIN b 9, -` "- ,�`'' 6 LANDS APED ,'\ OVER k9.5 SP CES817. r`1 x o D D /T AR / PROPOSED D rTl CANVAS -I C Am f 0 ® �I COVERED M O ULL C�UT10501'X5TU' RES C 12" 0 TREE Rq�N // ENTRANCE O I MH 250 WATT 15'-�" ASPHALT C� �/ FULL CUTOFF FIXTURES ( OVER ADA _ 22,0' LAMP POST O 15'-0" RAMP I �4-0'- '^ j? - - __ _ _ � ROADWAY Qo f�� IL�1 IilfHl ✓�/ PROPOSED (� O (� S - S/ - - -- - - ENCLOSED RE R�GEORATDON ' �� ENTRANCE 2. AX 8.2 2,+ rTl 0 --- C/J FUL MCUTOFF2-50 WFIXTUICE 35.4 -_ UNIT , LbADING ; N x LAMP POST 15'-0 \ O D 37,2' ZC3(`lE o D D ®A® K ASSOCIATES LLC GRASS Q� C Q� ® PROPOSED C (� R A 1Ygp _ ! ADDITION ; D r- MHU 00FF FI TURES FF-79-7 residential & commercial design .engineering " consulting l I F.F. EL. 12.5 ROOF ® POST O 5'-0" I I g 9 g g ASp ' ROOF CA RUN-OF J nl O �A'r UN-OF I ENCLOSE ro 10'x4'-6" X6, -{ 01x4'-6" AREA o S 1 �TCN EACH IN I (+I UNDER - 8.0 Dm LE , 'r, 21.2' r9 T r\ Poo I EXISTING Sao PITCHI Z phone: (631�433-9084 \ Fri 0' DRAIAI \ GR SS ORI ONE STORY FRAME BUILDING � 0 1 P.O.Box1615 I \\ LANDSCAPE 8.0 NO PARKING TO DRAIN = D fax: (631)466-3354 "slop" I P 1 Southold,New York 11971 s S ' 5 9 E-Mail: ssbn654@optoninernet \ � _ Q y 2G�,w \ " AR I 20.0' ry 12.1'� ZONE "NO 7.5' "NO D 1` Z TER \ STOP" _ c,, EXIT"I Q, ./ 40.4 C, I EXIT" z Deerkoski,Arm&Kehl Associates,LLC•formerly East End Design Associates,LLC "EJp� -T SIGN rr 2 MH 250 WATT SIGN Q�\ � � SIGN - - F �X ASp ON�y" ''4--L \ 1-SIDE -y__ CONCRETE --- FLAMPCUOFFFI15 1- IDE 8 C 6 NACT S/ LANDSCAPED N LANDSCAPED AREA `° LANDSCAPED AREA 9'0 NTE GN _ �7 SHEET NAME: F C O PAR ING" "ENTRAN E ENT�A E 1 D " N PARKIN('- --- �D EXIT x6.9 CONCRETE 7.7 ONLY" N T� - SIG ONLY"' 22.0' ON PROPOSED APRON SIGN-__ UNDE�I E LINE -3TQ SIGN ROADWAY SI NNEW CONCRETE SITE PLAN 6g _ 1.21-SIDE __--_ _ NEB URVE ASPHALT 30 O go•8 - --SIDE 11 8.i. �1-SI E APRON X> CONCRETE CURB - GRAVEL 1 APRON - 20.17' �I1pl x _ _ �6 X,> $ EDGE QE PAYMENT X� ROAD LINE ESTABLISHED FROM 10 ROAD _ - d �� DEEDS AND OFFICE INFORMATION _ °� 25� 28 _ - - ROOF DWAINA_ GE CALCULATIONS: N69 07' „ GRANITE _ _ N400�1'So' �,c,, 2� E HIGHWAY _ _ ROOFAREA_v ,5 sqtft MONUMENT_ - - S51 '37'20"W • =REBAR SET V=pKRxc A=305 sq/ft A=STAKE SET R=2"RAINFALL - .17ft C=OEFF. = 1.0 ENGINEER: ENGINEER' SEAL: V=505 x 1 x .166667 =584.18 0. '`'.'�O F N E w yo P D E R� - JAMES DEE:RKOSKI, PE ��T�a ser LOT COVERAGE CALCULATIONS: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT 585�=s.a$VERTICAL FT./FT. - 8.56 V.F. Professional Engineer s ;� USE2) 10' DIA. POOLS 4'-6" DEEP =9 V.F. -' TOTAL LOT AREA = 46,309 SO. FT. RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO 260 Deer [Drive ; EXISTING BUILDING AREA = 2780 SO. FT. = 6.00% LOT COVERAGE (MAX 30% ALLOWED) OR 631Mat-298ituck, 71rNY 1 1952 INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED 631 -298-71 16 NEW BUILDING AREA INCREASE = 382.79 SO. FT. _ .84% LOT COVERAGE = 31162.79 SO. FT. = 6.84% LOT COVERAGE (MAX 30% ALLOWED) LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE 58542.25 VERTICAL FT./FT= 13_85 V.F. TOTAL BUILDING AREA uSI(4)$'DIA. POOLS 4'-0" DEEP 16 V.F. SOUTHOLD TOWN CODE - ARTICLE -172. OWNERSHIP AND USE OF DRAWINGS: LANDSCAPED AREA = 20,316.21 SO. FT. = 43.87% LOT COVERAGE (MIN. 20X REOUIRED) PARKING LOT / SIDEWALK ,AREA = 22,830 SO. FT. = 49.29% LOT COVERAGE These drawings and specifications including the ideas, design and arrangements represented therein, arse the property of East End Design Associates, LLC. No part thereof shall be copied, AREAS OF NEW ADDITIONS AND EXISTING AREAS TO BE ENCLOSED, disclosed t(o others or used in connection with PARKING CRITERIA: any work or project other than for which they ALREADY INCLUDED IN TOTAL NEW BUILDING AREA ABOVE : BUILDING AREA: 3162.79 sq. ft. @ 1 SPACE / 100 sq. ft. = 32 SPACES 3 LAYER OF 1 STONE GRADE have been prepared without written consent of = C�. FT 6 OF RCA SITE PLA�t INFORMATION IS BASED East End Design Associates, LLC. NEW REFFj7GERATION ENCLOSURE ADDITION, TOTAL AREA 288 S TOTAL PARKING SPACES REQUIRED = 32 SPACES '� NEW ADD ION TO EXISTINGi 58.59 SO. FT. COVERED LOADING DOCK AREA = 77.99 SO. FT. 12 OF BANKRUN ON LAPD SURVEY PREPARED BY PROJECT 1`�O: SHEET INDEX: NEW NORTHEAST CORNER OF BUILDING ADDITION TO BE ENCLOSED AREA = 16.8 SO. FT. PARKING SPACES PROVIDED = 32 SPACES 9 OF SAND TOTAL NEW ADDITION AREA = 382.79 SO. FT. (SEE ABOVE) HANDICAP SPACES PROVIDED = 2 SPACES PECONIC SURVEYORS, P.C. DRAWN BY355-2012 TOTAL SPACES PROVIDED = 34 SPACES LICENSED LAND SURVEYOR IS 49618) EXISTING COVERED ENTRANCE AREA ON NORTH SIDE OF BUILDING TO BE ENCLOSED = 55.2 SO. FT. BDK TYPICAL FRENCH DRAIN CONSTRUCTION SCALE: EXISTING NORTH + SOUTH EXISTING ROOF AREAS ON EAST END OF BUILDING TO BE ENCLOSED = 105.58 SO. FT. NO PARKING LOADING ZONE = 5 SPACES NOT INCLUDED 1 /4" = 6'-0" TOTAL EXISTING AREA TO BE ENCLOSED = 160.78 SO. FT. (SEE ABOVE) IN ABOVE CALCULATIONS DATE: OCT. 16, 2012 •r CHLOEM LLC , PROJECT TITLE 8c LOCATION: RUUD LIGHTING CHLOEM LLC. SITE PLAN OF PROPERTY LOCATED AT Southold AT ARSHAMOMO Q UE 9201 WASHINGTON AVE. ELEVATIONS TO WK OF SO UTHOLD RACINE, WISCONSIN Fish Market ATIONS REFERENCED TO N. A. V. D. K COUNTY K Y° PHONE (262)886-1900 S UFFOL LOCATED AT FAX. (262)884-3309 64755 MAIN ROAD N/O/F I www.ruudlighting.com STEPHEN PATTERSON III & EDWIN TUTILITY S. C. T" M. #1000-56- 04-22 (RT. 25) TUCCIO POLE , SCALE- 1 -20 NOTE: EXTERIOR PERIMETER SOUTHOLD, NY. STOCKADE FENCE AS PER TOWN CODE N53°26'00"E STOCKADE FENCE AS PER TOWN COD LIGHTS WILL BE SET TO GO OFF (GREENPORT FIRE DISTRICT) E 187. 11 � � DUNE 20 20�2 WITHIN 1 HR AFTER CLOSING OF _ _ FULL CUTOFF FlX5VfES x 8 AUGUST 15, 2012 (REVISIONS) SCTM # 1000 056 4 22 LAMP POST0,5_oH 250 ATT BUSINESS o � .,GRASS OR �� AUGUST 16, 2012 (CERTIFICATIONS) LANDSCAPED -� I' \PER OUS ROAD TO BE CO STRUCTED ARE �' AUGUST 22, 2012 (REVISION) Q / P AME AS FRENCH D AIN SEPTEMBER 18, 2012 (TOPO & CORNERS SET) WORKNOTES: NOR I' AL HOURS OF BUISNESS AREM, (Notes shall be considered typical for items identified and zs" DIA. TR2EE AREA 4� 30J SO. F shall apply to all some and similar conditions or 1�"-D1a -_7REE _ -___.._ �� \ f T" 7 DAYS A WEEK locations; all locations may not be noted.) O� 7AM TO 81PM NOVEMBER 23, 2012 (REVISIONS) az / i Q.j 0.G -OR-\ANDSC-APE -AREA \ � SUMMER HOURS (REDUCED THE NUMBER OF PARKING LOT FIXTURES FROM 17 FIXTURES DOWN TO 12 FIXTURES) MAY - SEPT. 16° DIA.1TF� / / \ \\ \ 12" 1 RE �' -MH_ \ - 1 DIA.--TRE \ C� • 12"' TREE FUL TO F FlXTI � I1\ ;O 1 \ - O Q / P PO T O 15'-0' O /// \i - O Q G S OR '® P,TIC YTE ',��"cuTOFr FIX 6A 9P Q' NDSCAPED ;� a. ;'/ COVER LAMP POST 015'- \ NOVEMBEIR 30, 2012 (REVISIONS) O AREA ASS OR rye VEXTENDED POLE MOUNT 1) (Provided Internal Backlight Shields to reduce the 1 W 16" 4Q6 m amount: of Backlight at the Rear of the Fixture LANDSCAPED c�. I�,��r. LIGH TOSEOU ,G E HEa N ( P R ZING ,� p I ,. 1 �, No _ AREA im�\� N ( m) PARKING/ROADV'IAY LIGHT ;1to meet the Local Code.) _ I _ EL G-O�VER-S x6 tO' �'�" I fV _ r_. _-- k1,LLctld FIXTURES P-ARKI G 8 Sp CE- C --_ _ b PARKIN 7 '. °r<.,lumum m n . . LAMP P ST O 15'-0 - ; OVER-EL.,-9. ' r- ( ' rz`•. -' f .c j ' - _ _ - c,pam..___._._ nm,n Wc,w"„ hbgi�,a-, , I 2) (Provided "NO PARKING' Signs at the Front of / , L -/ 1000 Gp{�I P TANK D P i - 2 i - az � SP S \� . �.n5, �IttL�- * ' Building to Insure that no parking will occur _i- CPe•fa mm ---- '=,' i to O • -�,NT - I \ between the building and the road) O I•�,`2` x 2)ADA PARKING x P, - ---�� PH LC �® I - �\ PIPE -- ^I I /� rn ` MH 250 WATT p , I I 1 O \ 3• / i \ y FULL CUTOFF FIXTURES 1 9 P POST O 15'-0. / O �A / 1 !\\ I uw TT Q41/' \'0N O3Q `xiD o 15'X45' .2' O BERTH l o A 'HAL O nu °nu - ... .-- I , � / \' Fnnhab hry Muw01V Fim.h°dr bbck -J GRASS k7- /, !.`,;'�\Tp b I C - ; - J -I� - \ _ _� Rq�N ' 2 ATT -` V \ o SBL-(b) INTERNAL BACKLIGHT SHIELD \ (-'-1 i / /,' p• FUL FF FIX RES - O _ �" / - - ITCH ?-%,; �`_ P T 01 '-0• �/ ;;I H 50 ATT ' \ \ -___ , __ �, 0 Fabricated of prefinished and anodized 0.025" (1 mm)thick aluminum. - 2 Used to reduce light _ D n FULL CUTOFF�XTU / / p LAMP ) A KIN � / ', �-=, ' m I h _. - tlevel to house-side of fixture. Adjustable shield slides R `� � /.% � Z SEPTIC S`(�T M I TO DRAIN � ,,�9X_ � D � 9 j /, ; J .. _.. ...._. ._..- I / LANDS A D ;, � " 5' SP aR f�I o D under glass hold dawn Clips. Clips to be tightened when shield is located in � ' �, . !.;,i• : ,.. f. ;y rF COVERS k / g' x . .i - , / PROPosEo D rF,- ( N N ,-- �, desired cutoff position. (Standard on MAC, AC and WAC Series Wall Mount .. .i��P`R �. ; ,CANVAS � --I l 2� A� � \ O � p ��:'/ ,O 1 "/ ITRE�' bRq! �� COVERE D fT1 / uLL cuTOFF I;TURES ASPH T \ fixtures.) ; L10HTTD.E Nsr11 N2 E \ \ % /OVERA 5 I I 22.0' !^C� rTTr.1AieAcaxllrtaNEaoo /� 'I I f 1 --- - - ROADW ' \ / \ \ °vJ �"250 WATT •/ . �/ )� / J R P / c7 Dimensions: UTOFF FlXTURES PROPOSED I �I �I. _ENCLOSED ; I 8.2' D o -__ 12" (305 mm) housing = 10.4" / ^`� ENTRANCE' / \ , ROPOSED x 2' FTl MU CC) j"•< u _ R x' 6 _ _ I d� St /' 1' 7T 35.4' P 2 REFRIGERATION LOADING I 1 (264 mm) X FULL A CUTO�FWFIXTU�2E• - CO UNIT , _ .di,c;p; LAMP POST g15'-D 1 - �_ D ,� :. Y , 2.3 (57 mm) �6. �, `' / ^ ' 7.2' .0, z�NE I' D TO BE "TH f _ 16" (406 mm) housing = 14.4" D ®A K ASSOCIATES LW Q Q a n I + a _ 3 PROPOSED I TD � aFErD r GRAB 2 a ® y ADDITION o � MH 25o ATT (- % ;` . . (365 mm) X 1'Y!1 ,14 .14 .42 .7 LL CUTOF FlXTURES �' F.F. EL. 12.5' ooF � •,��'' residential 8, commercial design .engineering . consulting �v AAL r 3.5" (89 mm) SP ' I OOF � RUN-OF I L,� AMP POST O 15'-0" I • I ' " '�' ENCLOSE r 10'x4'-6" / n ,I HIN d AREA UNDER _ 8.0 om� ��LEACHIN 8R �1 2 +A h „h'^ 22 (559 mm) housing = 20.4 - Pool - I I r� 1 _.__.v.-.. . .r 518 mm) x \ P00 I EXISTING zmn I ' i ,.',,y' 2...... ( ) lg �T D ROOF coo - �.42� �RI�GH-+-�-_ Z , 3.5" 89 \ �' / q�N ` \ GR ss oRI ONE STORY FRAME BUILDING Use with ,4C, PR, WAC, ( mm) P.O.Box 1615 phone: (631)433-9084 STO I ^,, \ LANDS,CAPEP 8'0 NO KINGS T DRAIN I I _ N < WPR, VFT, VPR Series SOUthold,NewY'ork 11971 faX: 631 466-3354 �' \ R co - . O D I � G 9° �i A LEA �I 20.0' " 7.5 N 7 \ �- N 12.1'`r' /zoNE No G� ;, .N D O 1 z E-Mail: ssbn654@optonfine.net �� _- -- - Deerkoskl,Arm&Kehl Associates,LLC a form East End Desl n Associates,LLC R " \ STOP" ;, _ cD 40.4' �': / MH 250 WATT �� Q\� �P EXI ` Z O �Y g.-9. fT SIGN �r , Z / FULL CUTOFF FIXTUR�S SIGN O I'6 SIG / v �- - - ^�-� _ LAMP POST O 15'-0 i , �x gsPH \; 1�fDE _ cv CONCRETE -- a.21 IDE s.D�?'.' �� / C ro qLT SIGN `• LANDSCAPE REA LANDSCAPED AREA �. LANDSCAPED ARE (REDUCTION 0 F PARKING L 0 T SHEET NAME: 1��DE 9 ONC . -- �i "EXIT "N PARKINS - - _ PAR ING" "ENTRAN E ENT RA *6• PRONE \ON UN N TEE [ 1 IG `--ONLY' 22.0' ON ROPOSED� / 1 D LIGHT FIXTURES ON PREVIOUS SITE LIGHTING DEFINED NE 1 - - 30�. QQ� 1-SIG E ROADWAY Jf SI N W CONCRETE SUBMISSION 1�1I SSI ISiOFOOTCANDLE PLOT: CURVE __� 300' -1 _ -8 - " ' I E APRON ON FROM 17 FIXTURES ASPHALT - $' N51 °37'20"E --� - - - GR EL TO 12 FIXTURES) Al CONCRETE CURB � � �_ 20.17' ISOFOOTCANDLE PLOT OF 250 W MH � A RON - I PARKING/ROADWAY LIGHT AT 15' .6" EDGE QE PV�MENT x�6 MOUNTING HEIGHT AND r" - V IET i 0 DEGREE VERTICAL TILT ROAD LINE ESTABLISHED FROM o D 7� c� D = . , }` 1 L 0,4D - .J. 1 �. 25) 1 I (PLAN VIEW) DEEDS AND OFFICE INFORMATION - _ 257_28 _ - _ ROOF DRAINAGE CALCULATIONS: 2Q _ _ "E - MH 250 WATT N69 0�' „ GRANITE � N4�°3�'S� - ROOF AREA=3505 sgfsq/ftFULL CUTOFF FIXTURES HIGHWAY� MONUMENT - -' � ,I LAMP POST '- - S51 37 20 W • -REBAR SET V=AxRxc @ 15 0 A=STAKE SET A=3505sgM R= L AINR 2" RAIN = .17 ft � C = AIN = NOTE. PERIMETER LIGHTS ENGINEER: ENGINEER'S SEAL: V=3505 x 1 x .166667 =584.18 c.f. WILL BE OUTFITTED OF New C:I �. DEFT Fyn 585/68.38 VERTICAL FT. /FT. = 8.56 V.F. WITH INTERNAL JAMES DEEIRKOSKI, PE LOT COVERAGE CALCULATI(ONS D.A.K. Associates LLC. AND ITS MEMMERS ARE NOT USE (2) 1O' DIA. POOLS 4'-6" DEEP =9 V.F. BACKLIGHT Professional Engineer , -1 KLIGHT SHEILDS. 260 Deer Drive U TOTAL LOT AREA = 46,309 SIO. FT. RESPONSIBLE FOR SAFETY AND SECUIRITY RISKS DUE TOLtj EXISTING BUILDING AREA = 2780 SO. FT. = 6.007 LOT COVERAGE (MAX 30% ALLOWED) INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED OR 631 -298-7116 11952 Mattituck, NY � NEW BUILDING AREA INCREASE = 382.79 SO. FT. = .84% LOT COVERAGE 585/42.25 VERTICAL FT. /FT= 13.85 V.F. f'l°f`�sslo k'�L TOTAL BUILDING AREA = 3162.79 SO. FT. = 6.84% LOT COVERAGE (MAX 307. ALLOWED) LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE USE (4)V DIA. POOLS 4'-0" DEEP = 16 V.F. LANDSCAPED ,AREA = 20,316.21 SO. FT. = 43.87% LOT COVERAGE (MIN. 20% REQUIRED) SOUTHOLD TOWN CODE - ARTiICLE -772. OWNERSHIP AND USE OF DRAWINGS: PARKING LOT / SIDEWALK AREA = 22,830 SO. FT. = 49.29% LOT COVERAGE These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, AREAS OF NEW ADDITIONS AND EXISTING AREAS TO BE ENCLOSED, disclosed to others or used in connection with PARKING CRITERIA: any work or project other than for which they ALREADY INCLUDED IN TOTAL NEW BUILDING AREA ABOVE : BUILDING AREA: 3162.79 sq. ft. @ 1 SPACE / 100 sq. ft. = 12 SPACES 3 LAYER OF 1 STONE GRADE have been prepared without written consent of East End Design Associates, LLC. NEW REFRIGERATION ENCLOSURE ADDITION, TOTAL AREA = 288 SO. FT. TOTAL PARKING SPACES REQUIRED = 32 SPACES 30 6 OF RCA>> SITE PLAN INFORMATION IS BASED NEW ADDITION TO EXISTING 58.59 SO. FT. COVERED LOADING DOCK AREA = 77.99 SO. FT. 12 OF BANKRUN ON LAND SURVEY PREPARED BY PROJECT N0: SHEET INDEX: NEW NORTHEAST CORNER OF BUILDING ADDITION TO BE ENCLOSED AREA = 16.8 SO. FT. PARKING SPACES PROVIDED = 32 SPACES 9155-2012 TOTAL NEW ADDITION AREA '= 382.79 SO. FT. (SEE ABOVE) HANDICAP SPACES PROVIDED = 2 SPACES 9" OF SAND PECONIC SURVEYORS, P.C. DRAWN BY:: EXISTING COVERED ENTRANCETOTAL SPACES PROVIDED = 34 SPACES LICENSED LAND SURVEYOR (LS 49618)AREA ON NORTH SIDE OF BUILDING TO BE ENCLOSED = 55.2 SO. FT. TYPICAL FRENCH DRAIN CONSTRUCTION SCALE: BDK S2 EXISTING NORTH + SOUTH EXISTING ROOF AREAS ON EAST END OF BUILDING TO BE ENCLOSED = 105.58 SO. FT. NO PARKING LOADING ZONE = 5 SPACES NOT INCLUDED 1 /4" = 6'-0" TOTAL EXISTING AREA TO BE ENCLOSED = 160.78 SO. FT. (SEE ABOVE) IN ABOVE CALCULATIONNS DATE: OCT. 16, 2012 GENERAL NOTES: SAFETY NOTES: COMMERCIAL RENOVATION & CONSTRUCTION M/l/ � _ - Al 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND General Notes: - C (DNTRACTOR N 0 T E SREGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /.. % o �I �/ Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES u�C A.2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. residential a, commercial design.engineering.consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main street phone: (631)767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be shaped' as shown on architectural cross sections. WesfhamptonBeoch,New York 11978 fare (631)466-M FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E-Mal: CAnn8888@ad.com 2. BEFORE COMMENCING; WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, formerty BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. i�eerkoski,nrmaKeNauociotes,LLCe7777 �,d�sr9nusooiatas,uc AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOOF NEW YORKINGS, AGENCIES F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. / ';. ITTI�T�'�7/ . OWNERSHIP & USE OF DOCUMENTS: 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grains of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7. All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. to others or used in connection with any work p p ( ) # 3. DUST CONTROL: or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS. TH17 CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE ORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. WORK NOTES: WORK. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRS1 FLOOR ARE TO, BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNITIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT (HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING TIHE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPOND SIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE T-HE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTORSHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE PROJECT: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROV/IDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE T-HE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI,P WID & KEHL ASSOCIATES, LLC. HARMLESS RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE AAND HOLD FEES AND COSTS OF DEFENSE, FOR THE INJURY OR TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. LLC , RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES IPROVIDED UNDER THIS AGREEMENT. CHLOEM 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, Commercial CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OVERVIEW OF CONSTRUCTION TO BE PERFORMED: COMMERCIAL CONSTRUCTION / DETAILS `} ROOF DRAINAGE CALCULATIONS: Building SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED m h CATEGORY VNEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C (SEI/ASCE 7-10) LOCATED AT DESIGN CRITERIA - 1 ) REMOVE EXISTING SIDING, WINDOWS, D00)RS AND SOFFITS ROOF AREA = 2282 sq/ft PRESCRIPTIVE DESIGN CLASSIFICATION OF WORK TO BE PERFORMED 2) PROVIDE AND INSTALL ALL STRAPPING 3) CLOSE IN ALL OPENINGS FOR DOORS AI\0 WINDOWS TO BE REMOVED ALL SPACES W ACCESSIBILITY CONSTRUCTION DETAILS V = A x R x c S PER NY. STATE CODE 64755 MAIN ROAD _ AREAS DETAILS DIMENSIONS AND CONSTRUCTION R = 2 RAINFALL (RT. 25) USES(s) AND OCCUPANCY CLASSIFICATfION(s) ALTERATION LEVEL 3 4) FRAME ANY NEW OPENINGS FOR NEW WIINDOWS AND DOORS TO CONFORM TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN A = 1783 NFALL = .17 ft SOUTHOLD, NY. USE OCCUUPANCY 5) INSTALL NEW WINDOWS � C = COEFF. = 1.0 GREENPORT FIRE DISTRICT 6) INSTALL NEW DOORS V = 1783 x 1 x .166667 = 297.17 c.f. ) M 105 TOTAL CAPACITY OF BUILDING: BASED ON TABLE 1004.1.2 7) INSTALL NEW SIDING NOTE: TYPE OF CONSTRUCTION (CHAPTER), 6) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT. THIS BUILDING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE SCTM # 1000-056.4-22 8) INSTALL NEW FASCIA s PERSCRIPTIVE DESIGN CRITERIA AND THE AMERICAN SOCIETY OF CIVIL ( 298 / 42.25 VERTICAL FT. / FT = 7,05 V.F. TYPE GROUP PER OCCUPANT OCCUPANCY: MERCANTILE = 30 SQ/FT NET FLOOR AREA g ( � )INSTALL NEW SOFFITS ENGINEERS SEI ASCE 7-10 CODES AND STANDARDS FOR ALL WIND USE (2) 8 DIA. POOLS 4'-0" DEEP = 9 V.F. 10) LEVEL ALL FLOORS TO SAME HEIGHT AND SEISMIC LOADS. V B MERCANTILE CAPACITY 11 ) ENCLOSE EXISTING AREA UNDER ROOF LIINE POOLS TO BE PLACED ON OPPOSITE SIDE OF HEIGHT AND FIRE AREA TOTAL CAPACITY BASED 105 PERSONS 12) ADD NEW 12'X24 REF UNIT WITHIN NEW ENCLOSED STRUCTURE ALL CONSTRUCTION TO CONFORM TO THE HOUSE AND LEADERS TO BE PIPED TO POOLS DRAWING TITLE: ON TOTAL FLOOR AREA 13) PROVIDE NEW COVERED LOADING DOCK FINAL APPROVAL GIVEN BY THE HEIGHT FIRE ARREA 14) PROVIDE NEW ROOFING TOWN OF SOUTHOLD PLANNING BOARD ALL COVERS TO BE TRAFFIC BEARING HEIGHT. BUILDING, 15) PROVIDE INSULATION AS PER PLAN AND ZONING BOARD THE VERTICAL DISTANCE MAXIMUM TRAVELED DISTANCE TO AN EXIT AS PER1015.1 ALL MULTIPLE POOL SYSTEMS ARE TO FROM GRADE PLANE TO UNLIMITED AREA 16) PROVIDE NEW KITCHEN WITH APPROVED HOOD VENTILATION AND IS 200 FT WITHOUT SPRINKLER SYSTEM. THE AVERAGE HEIGHT 3 STOfRY BE CROSS-CONNECTED OF THE HIGHEST ROOF AS PER TABLE 503 TOTAL DISTANCE FROM FURTHEST POINT ON THE FLOOR FIRE-SURPRESSION SYSTEM GENERAL NOTES / SURFACE = 14'-117/e" ALL NAILING REQUIREMENT ARE TO COMPLY AS PER SECTION 502 OF TO THE EXIT DOORS ON GROUND LEVEL IS 72'-9" 17) PROVIDE ADA COMPLIANCY AS REQUIRED ALL ROOF DRAINAGE THE BUILDING CODE OF 18) PROVIDE JANITORS CLOSET / SLOP SINK AREA AS REQUIRED WITH CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE. NUMBER OF EXITS REQUIRED IN ACCORDANCE WITH NEW YORK STATE. CALCULATIONS SECTION 1018.1 IS A MINIMUM OF 2. THE BUILDING 19) PROVIDE ALL NECESSARY EMERGENCY LIIGHTING AND EXIT SIGNS PROVIDE A 3'-0" WIDE X 3'-0" DEEP TOTAL HEIGHT FROM RIDGE TO GRADE 20'- 1/8" BEING CONSTRUCTED HAS 6 EXITS 20) PROVIDE HEAT AND SMOKE DETECTOR SYSTEMS AS REQUIRED NOTE: ALL INTERIOR WALLS AND CEILING ARE TO BE 21 ) PROVIDE NEW APPROVED ELECTRICAL SYSTEM AS REQUIRED TRENCH AROUND THE PERIMITER OF THE CONSTRUCTED OF WOOD AND COVERED WITH !Y8" TYPE "X" HOUSE FILLED WITH 18" OF BANKRUN LUMBER SPECIES AND GRADE SHEETROCK ON BOTH SIDES OF WALLS AND 1-LAYER IS TC 22) PROVIDE NEW HEATING AND COOLING SYSTEM AS REQUIRED BE APPLIED TO THE UNDER-SIDE OF THE CEILING JOISTS 23) PROVIDE NEW PLUMBING SYSTEM CONNECTED TO A SCDHS MATERIAL AND TOPPED WITH 18" OF ALL BUILDING FRAMING MATERIAL DOIUGLAS FIR - LARCH #2 AND BETTER APPROVED SYSTEM. NOTE: AS PER TABLE 302.3.2 REQUIRED SEPERATION 2 STONE ALL EXT. DECK FRAMING MATERIAL CCiA NC PINE #2 AND BETTER OF OCCUPANCIES (0 HOURS) SEE NOTE E. 24) INSTALL DISPLAY COUNTERS / ADA RE0UIRED COUNTERS 'SET: ISSUED FOR: DATE: COMMERCIAL KITCHENS NEED NOT BE SEPERATED FROM 25) INSTALL NEW OFFICE AREA THE RESTAURANT THAT THEY SERVE. 26) INSTALL NEW CUTTING ROOM _ 27) PROVIDE NEW SITE WORK INCLUDING AREA LIGHTING AND STORM- WATER DRAINAGE (CHAP.236 TOWN CODE) AS PER THE SITE PLAN AREAS OF STRUCTURE 28) PROVIDE ADD TRAFFIC SIGNS AS REQUIRED BY SITE PLAN CRAWL SPACE NA 29) PROVIDE PROPER FIRE SEPARATION BETWEEN SPACES BASEMENT NA MATERIAL AND METHOD OF CONSTRUCTION 30) PROVIDE INTERIOR FINISHES THAT COMPILY WITH NYS. CODE FIRST FLOOR 2707 sq. ft. SECOND FLOOR NA EXTERIOR BUILDING WOOD CONSTRUCTION THIRD FLOOR NA CONSTRUCTION 2x4 AND 2X6 EXTERIOR SEAL: DATE: BALCONY NA WALLS AS NOTED LOFT NA N OTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE: OF NEW YORK STATE SECTION 1203 `' FIRST FLOOR DECK FOR THE NATURAL VENTILATION OR MECHANICAL VENTILATION WHEN PROVIDED. 0 FEB 04, 2013 ATTIC (HOUSE)(a) NA '�" PROJECT NO: CONSTRUCTION WOOD FLOOR ON 2x6 0 �� ATTIC (HOUSE)(b) NA FLOOR JOISTS (2"x6") �. r� j- C COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. �� ' 955-2012 GARAGE NA FOUNDATION 8" POURED CONC. WALLS NO SUBSTITUTIONS 0 (,- �� . .i* DRAWN BY: CONSTRUCTION NOTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE: OF NEW YORK STATE SECTION 1205 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED E- • 1,._'. ` � . �; � ATTIC (GARAGE)(a) NA AND 8" BRICK FOUNDATION FOR THE NATURAL LIGHT OR ARTIFICIAL LIGHT. All Framing Hardware Shown on these Plans, �� ; . w BDK UNDER FEDERAL COPYRIGHT LAW. rn w BONUS ROOM NA Unless Otherwise Indicated, Is Simpson Strong- CHECKED�• ,'..„r,",9",, ? CHECKED BY: ALL INTERIOR BUILDING 2x4 AND 2x6 WOOD STUDS Tie. No Substitutions are A roved or Authorized. PLANS MAY NOT BE REPRODUCED WITHOUT ��, SCREENED PORCH NA PP <� ��, t �'. < ' FRAMING MATERIAL AS NOTED ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. �, i �, _- c JJD EASTERN DECK NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALICULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER: WESTERN DECK NA ROOF CONSTRUCTION 2x10 ROOF RAFTERS Due to the Relationships of Framing Hardware „•- WITH 2x8 CEILING JOISTS to the other Components of the Structure, D.A.K. ASSOCIATES, LLC. an FRONT PORCH NA p y THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SIDE PORCH NA SHEATHING NOTES: Framing Hardware Substitutions will Render Ox G 1 POOL HOUSE CABANA NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE MIAILING SCHEDULE OF THE BUILDING CODE These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. UNCOVERED ENTRANCES NA OF NEW YORK STATE: TABLE 2304.9.1 . Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (a) WITHOUT STORAGE (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR B0X BEAM(3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC 1TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (4) SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A•K ASSOCIATES,uc ,. .... .... .. .. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS '!'' � ' %;%^ / %' i ROOF PLUMBING RISER DIAGRAM = = I 4" (NO SCALE) D -A•K ASSOCIATES roc residential E, commercial design a engineering a consulting 2„ NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG W6Maintreet phone: 1)761-6071 Westhamppton Beach,Newyork 11918 faX (636311 466-3354 354 3„ WITH THE PLUMBING CODE OF NEW YORK STATE AND THE E-Mal: CAm888a@aol.com SU F F O L K COUNTY DEPARTMENT O F HEALTH SERVICES WILL KeN Associates,LLC a formerly East End Design Associates,LLC 3, 2„ 2„ 3„ 2„ 2„ 2„ 2„ 2„ 2, ., . FIRST FLOOR CEILING GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND OWNERSHIP & USE OF DOCUMENTS: WOMEWS JANITORS MENS MENS WOMEWS JANITORS RETAIL RETAIL These drawings and specifications including the BATHROOM CLOSET BATHROOM BATH— BATHROOM CLOSET COUNTER FLOOR INSTALLATION OF SANITARY DRAINAGE SYSTEMS. ideas, design and arrangements represented ROOM FLOOR FLOOR FLOOR FLOOR therein, are the property of D.A.K. ASSOCIATES, FLOOR DRAIN DRAIN DRAIN DRAIN LLC. No part thereof shall be copied, disclosed DRAIN to others or used in connection with any work or project other than for which they have been NOTE: ALL VENTS ARE TO BE LOCATED ON NORTH ROOF prepared without written consent. SET BACK FROM EDGE TO MINIMIZE VISUAL IMPACT WORK NOTES: 1 1/4' 1 1/4" FIRST FLOOR 2 31, 2 3 2" 2" 2" 2" 2' ANY MODIFICATION TO THIS PLANS THAT WILL BE COST CO. CO, 2" 2„ C.O. EFFECTIVE IN BOTH THE CONSTRUCTION AND THE i " 2' 2' 2' co. � co. , co. , 3" „ 2„ 3„ OPERATION OF THIS SYSTEM WITHOUT VIOLATING ANY CO. , STATE AND LOCAL CODES MAY BE USED AS LONG AS IT 31,PVC. 3"PVC. 3"PVC. IS CLEARLY NOTED AS A CHANGE TO THE ORIGINAL SPECS. I F.A.V. 4" C. I. 4" C.I. ROOF ROOF HOUSE TRAP 4"PVC. 4"PVC. 4'PVC. 3"PVC. 3"PVC TO APPROVED PROJECT: EXISTING EXISTING TO APPROVED SEPTIC TANK APPROVED SCDHS SEPTIC SCDHS SEPTIC SYSTEM SYSTEM 2„ 2„ 2„ „ 2„ 2„ 2„ 2„ 2„ 2„ „ 2„ 2„ 2„ 2„ C ONO LO LLCm RAW BAR CUTTING RAW BAR RETAIL CUTTING CUTTING CUTTING ICE ICE ICE POTS KITCHEN KITCHEN DISH DISH KITCHEN KITCHEN STATION STATION STATION COUNTER STATION STATION STATION MACHINE MACHINE MACHINE & HAND HAND WASHER WASHER FLOOR FLOOR FLOOR [FLOOR HAND HAND SINK SINK POTS FLOOR PANS SINK SINK STATION STATION DRAIN DRAIN DRAIN (DRAIN SINK SINK & DRAIN CommercialPANS SINK SINK INK SINK SINK /4" . Building FIRST 11127 1 1/2� 1 1/2- 1 1/27 1 1/27 1 1/ 'I '7 t 1/2 I 1 1/2 I FLOOR LOCATED AT 2„ 2„ 2" 2" 2„ 2„ 2„ 2„ 2„ c.o. 2„ C.0.2„ 2„ 2„ c.o. 2 C.O. 0 2' c.o. 2' c.a. c.o. C.O. c.o. c.0. c. . „ 1 C.O. „ C.O. „ C.O. c.a I �. 1 i „ I „ I i I 2 755 MAIN ROAD C.O. I 2 I 2 I 2 I 2, I 2„ 11 2„ F.A.V. 4 PVC. 4 4"PVC. 4"PVC. 4"PVC. 4. C.I. (RT. 25) PVC. 4' PVC. 4" C.I. 4" PVC. EXISTING SOUTHOLD, NY. ( TO APPROVED GREASE TRAP HOUSE TRAP SCDHS SEPTIC (GREENPORT FIRE DISTRICT) SYSTEM SCTM # 1000-056-4-22 SANITARY WASTE LINE PLAN SCALE = N ' ACCESSIBILITY CONSTRUCTION DETAILS DRAWING TITLE: INSURE ALL PLUMBING MEETS OR EXCEEDS ALL SPACES, AREAS, DETAILS, DIMENSIONJS AND CONSTRUCTION NYS. AND SCDHS CODES AND REGULATIONS. TO CONFORM TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PLUMBING .I SCHEMATIC 5 AND v -� 44AMERICIAN NATIONAL Lft °�sLL°E """°"� " ; 4 _ �G STANDARD DETAILS AND PLAN INDEX 777/777— SET: ISSUED FOR: DATE: ' l VI SECTION THRU PLAN AT DRINKING FOUNTAIN DRINKING FOUNTAIN (a) k k R CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW (SIDE REACH LIMITS MAXIMUM(SIDE REACH EOUIPMENT PERMITTED IN SHADED AREA OVER OBSTRUCTIONS (a) (b) SPOUT HEIGHT AND CLEAR FLOOR SPACE ( kNEE CLEARANCE SIDE WALLS REAR WALL OF STANDARD STALL FIG. 6 SIDE REACH MIRROR z 42" MIN 1 18" 1 42" MIN. / LEVER VALVE SEAL: DATE:� � ti FEB 04, 2013 ) QO� rJF+[: `` 17" MINIMIUM PROJECT NO:rRovro'pnous ' NTMUMT L SYMBOL OF ACCESSIBLUTY \ .` 19" MAXIMUNA 955-2012 Z CLEAR FLOOR SPACE / `- ..,,i DRAWN BY: CLEAR CLEAR .• "' � BDK FLOOR FLOOR © COPYRIGHT 2013 D.A.K ASSOCIATES LLC. SPACE I �` . ' (a) HIGH FORWARD REACH LIMIT Z ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED (� I,�,. �> CHECKED BY: // SPACE (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION N 6 IN Z UNDER FEDERAL COPYRIGHT LAW '.`moo,, ?;`','' �; ! JJD " ^` SHEET NUMBER: 00000 PLANS MAY NOT BE REPRODUCED WITHOUT ��: m " 0000 WRITTEN AUTHORIZATION. 0%2 "MINIMUM 00000 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FORWARD REACH � � 6" � FIG. 28 PROTECTED PIPING FIG. 32 c'> D.A.K• ASSOCIATES LLC. NTERNA,IONAL TDB SYMBOL r„ THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CLEAR FLOOR SPACE FOR WALL MOUNTED WATER CLOSETS NOTE: x SHALL BE < 25 INCHES; z SHALL BE > x. WHEN x < 20 INCHES, NIERNATIONAL SYM80L OF ACCESS FOR HEARNG LGSS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. roe NUMBER: OF THEN y SHALL BE 48 INCHES MAX. WHEN x IS 20 TO 25 INCHES, THEN y FIC u. SHALL BE 44 INCHES MAX. ER IHrruraNAL swBGLs Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•% ASSOCIAT13,nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF / �.'. /i/✓' �. %/� /!`/ // TWO 8d NAILS THIS M T 0 L T S 2 0 _D(DUG—FIR LARCH / SO. PINE UPLIFT SIDE OF TRUSS. 2 FASTENERS ALLOWABLE LOADS 1.2 LOAD LATERAL WITH TOTAL FOUR /° m MODEL GA UPLIFT UPLIFT (133/160) 8dx1j" CODE 8d NAILS ' o e N0. TO TO TO AVG NAILS REF. INTO TRUSS. RAFTERS/ PLATES STUDS ULT. (133) (160) F Fz (133& _ g5 TRUSS = SMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION >: TAKE—UP WASHER T H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND — SIDE N CEILING JOIST 1 1 0 A 0 u ASSOCIATES TTn—�' AND ON SIDE OF RAFTER 1J 1, ASSOCIATES, LEA. PROPER INSTALLATION PROCEDURES residential & commercial design.engineering•consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSION'S FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ARTJ-x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS 506Main$tfeet phone: (631)161-6011 AVG MODEL GA 2 REF. INTO ° o � ' e Westhampton Beach,New York 11978 fCX (631)4M-M NO. MAX. CLEA ULT. LFTA LFTA PLATES oa° '0' WIDTHSPAN L OTY DIA 1}•• 2" 2}" 3" 3}" 1�" 2" 2�" 3" 3�" EIGHT ° ° E-Mal: CAnn8888@aol.com 8d NAILS SP4 • Deerkos{d,Arrn KeN Associates,LLC•f 1400 5, 44, 85 INTO omieAy East End Design Associates,LLC LFTA 16 21" 17" 381" 16-10d — 4200 1205 STUD ° OWNERSHIP & USE OF DOCUMENTS: z - FIR LARCH / SO. PINE ALLO FASTENERS ALLOWABLE UPLIFT LOADS °° These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE OD ULT. REF. LFTA LSTA21 °° 10d 10d x 11" ((133 / 160) (133) (160) oe ideas, design and arrangements Y of D.A.K.represented therein, are the property of D.A. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ° to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 e 4 ° or project other than for which they have been °e prepared without written consent. MTS20 20 14-10d 14-10d x 1J" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 Simpson Strong—Tie HGA10 WORK NOTES: LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW— DETAIL "Ell COUPLER NUT ; Equal number of DOUG—FIR—LARCH TYPE OF DIRECTION SO. PINE CODE specified nails In o° MODEL CONNEC— OF LOAD ALLOWABLE LOADS REF, FLOOR ROOF 1 ((133/ each end If 11 NO. TION 100) 125) 1160 I' Simpson Strong—Tie DETAIL K G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL11H1t H 515 645 670 MATERIAL DIIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 5"— STUD DEFLECTION DEFLECTION CODE STU MODEL MACHINE AVG LENGTH OF BOLT Y.3 AT HIGHEST AT HIGHEST REF,ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE N0. BASE BODY / HBa SB W H B SO CL ANCHOR BOLTS DESIGN LOAD DESIGN 00 o ,/ SIMPSON GA GA DIA0—Ty DIA 14" 2" 21" 3" 3}" 51" LOAD WHEN RAISED OFF o TAKE—UP WASHER THE SILL PLATE o 0 HD2A 16 12 4a" 2�" 2J" 8" 2A" J" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 ° AR Tg"xl 2 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. (133) DF / SP (16 0)' RODE SP4 3{" 71" 5-10d x 11" 2917 7357 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA FLOOR REF, 00 NO. W L NAILS (133) (160) LSTA21 20 1 1 21 — 905 1205 1 1295 7, 40, 90 °0 PROJECT: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. REF. GA W L NAILS 10�R (133) (160) Simpson Strong—Tie MSTA24 18 1 " 24 18-10d 1025 1370 1640 1 7, 40, 90 1 LUS46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS CHLOEM LLC SPNAIL ACING REF.E HD2A ■ NO. END GA CUT LENGTH (TOTAL) z (LENGTH L (1D0) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 Simpson Strong—Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 1 I 16 CLEAR SPAN +3i1" 11" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS AV —FIR FL H PIN A W15 ADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" Commercial N0. GA HEADERS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 10d t6d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF• ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4J" 2 — 4-16d 4-1f6d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL "I" (STU 8'— HUS210-2 14 34 9J 2 — 8-16d 8-116d 6076 1755 2105 1650 1900 2065 11, 36, 84, 122 1 ARTJ-x12 SIMPSON Building WA FASTENERS UPLIFT LATERAL CODE MODEL UPLIFT (133/160) REF. TAKE—UP WASHER N0. GA ULT. LOCATED TO RAFTERS TO AI PLATES TO S1UD)S (133) (160) F FZ AT 160 64755 MAIN ROAD HGOKT 14 4—SDS}"x1�" 4—SDS}"x3" -- 1523 435 435 1165 940 USE A MINIMUM OF SP4 COUPLER NUT (RT. 25) TWO Bd NAILS THIS GNw— 5.._ SOUTHOLD, NY. SIDE OF TRUSS. COUPLER NUT STU 8 TOTAL FOUR • o o SE A MINIMUM OF SP4 SIMPSON (GREENPORT FIRE DISTRICT) Sd NAILS TWO 8d NAILS THIS, MTS16 STU �'- LSTA21 SIMPSON TAKE—UP WASHER NTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR �.. 0 FIJ2A TAKE—UP WASHER —Tie INTO LSTA21 Str gHUS210 2 SCTM # 1000-056-4-22 TRU5. Two ° F1 DRAWING TITLE: 8 AILS ° ANCHOR BOLTS TO ° PLATES °po EIGHT TWO ' 8d NAILS 8d NAILS °o INTO INTO PLATES DETAIL "All STUD Simpson Strong—Tie PLATES ,,/ '0 H 7 EIGHT DETAIL D DETAIL G DETAIL J SIMPSON W I N D LOAD 8d NAILS ® 11 tl 11 11 11 11 INTO o STUD H7 pson Strong—Tie Simpson Strong—Tie CHARTS & CALCULATIONS LFTA ROD SYSTEM & LFTA EFTA EXTERIOR WINDOW HURRICANE STRONG-TIE DETAILS BP SHUTTERS DETAIL EXTERIOR WINDOW HURRICANE SHUTTERS TO BE PROVIDE FOR ALL WINDOWS THIS APA HURRICANE SHUTTER DESIGN IS BASED ON PRESSURE ASSOCIATED WITH A DESIGN WIND SPEED OF 120 MPH. BUILDING CODES ARE CURRENTLY BEING REVIEWED FOR POSSIBLE CONTINUOUS 2X4 TRIM FOR SPACING CHANGES. BEFORE CONSTRUCTING SHUTTERS, THEREFORE, IT IS IMPORTANT TO CHECK WITH SET: ISSUED FOR: DATE: LAG SCREW AT 16"oc. MINIMUM YOUR LOCAL BUILDING DEPARTMENT FOR AN UPDATE ON CURRENT CODE REQUIREMENTS. I LTP4 ' GLASS WINDOW DETAIL "L" LTP4 LTP4 HORIZONTAL AND VERTICAL STIFFNERS TABLE 1 MAXIMUM SPAN WITHOUT STIFFNERS I DETAIL "C" Simpson Strong—Tie APA APPROX. MAX. APPROX. PANEL WEIGHT SHUTTER DEFLECTION (IN.) AT Floor—to—Floor Connections WINDOW SILL SPAN (LB./FT2) SPAN 120MPH DESIGN LAG SCREW AT 16"oc. MINIMUM RATING WIND SPEED AT 15—FT HEIGHT SEAL: DATE: LTP4 DETAIL "B" LTP4 32/1 6 1 .5 30 0.5 2013 '�, PROJECT No:FEB 04 , /�^ r�f 955-2012 40/20 2 36 0.5 f r Simpson Strong—Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ',', V. DRAWN BBDK Floor—to—Floor Connections 48 24 2.4 48 0.9 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. } CHECKED BY: WOOD STUD WALL 48 oc. 3.6 72 1 .5 NO SUBSTITUTIONS � �: 'fkJJID SHEET NUMBER: 7'.' All framing hardware shown on these plans, THE ENGINEERED WOOD ASSOCIATION (FORMERLY THE G 3 unless otherwise indicated, is Simpson Strong—Tie. AMERICAN PLYWOOD ASSOCIATION)HAS PREPARED FIVE VERIFY SIPANS OF STRUCTURUAL PANELS GREATER THAN 30"WITH APA RATINGS. No substitutions are approved or authorized. BROCHURES THAT PRESENT HURRICANE SHUTTER DESIGNS FOR WOOD FRAMED AND MASONRY BUILDINGS. THE ALL PAf 4ELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. Due to the relationships of framing hardware to PANELSi SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE the other components of the structure, any framing DOB NUMBER: of BROCHURES ARE AVAILABLE ON-LINE AT THE ENGINEERED hardware substitutions will render these plans WOOD ASSOCIATION WEBSITE AT http://www.apawood-org./ OF NEW YORKSTATE, AND THE AMERICAN FOREST AND PAPER ASSOCIATION null and void, and will result in the installer/contractor JAMES J DEERKOSKI PE (AF &PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM). assuming responsibility for the design and ® D•A•L ASSO(LAMne performance of the entire system. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS %%% 0/12211 D -A•K ASSOCIATES roc residential & commercial design.engineering.consulting 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fc)c (6311466-3354 E-Mal: CkmM@cd.com Deerkoski,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 0`-8 to others or used in connection with any work or project other than for which they have been prepared without written consent. 35'-6J" 37'-2J" WORK NOTES: '%)1ao N N I i rIN I LOWER LOWER OFFICE DINING DINING M ROOM ROOM (V LADIES ROOM PROJECT: z 0 VESTIBULE Z Z Z Z Z Z-/—, /ICHLOEM�jN LLCE REFER MEWS ROOM Commercial DINNING 1,11IC1in ROOM KITCHEN LOCATED AT HALL D N RAM P 64755 MAIN ROAD (RT. 25) ` STORAGE � SOUTHOLD, NY. GREENPORT FIRE DISTRICT LOWER DN � � ) DINING SCTM # 1000-056-4-22 ROOM BAR KITCHEN - o DRAWING TITLE: ROOM T 3 REFER 0 DEMOLITION PLAN LO FOR WAITERS EXISTING FLOOR PLAN STATION BAR N I DN I r-IN I a z r7 � I I I ISSUED FOR: DATE: ,— 3„� t„ ,— „ 7,— �„ l 20 -1 17'-31 2'-4 " 12'-0 74 34 1 3 7 3� g PHASE I REMOVAL OF SHEETROCK REMOVAL OF INSULATION REMOVAL OF INTERIOR WALLS SEAL: DATE: OLIIOPl. I'M REMOVAL OF APPLIANCES FEB 04 2013 REMOVAL OF DUCTING AND HVAC UNITS �,� :,,- ,•-",. REMOVAL OF OLD PLUMBING �'' PROJECT No: FOK / 955-2012 REMOVAL OF OLD WIRING DRAWN BY: } REMOVAL OF UNDERLAYMENT PLYWOOD ^- ti BDK EXISTINGFLOOMPL REMOVAL OF SIDING © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. L' ;`Vi CHECKED BY: REMOVAL OF ROOFING ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJ D 41— REMOVAL OF EXTERIOR TRIM SOFFITS UNDER FEDERAL COPYRIGHT LAW. SCALE: — —1 PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: , r REMOVAL OF WINDOW BAYS WRITTEN AUTHORIZATION. TO BE REMOVED REMOVAL OF OLD SIDEWALK ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A-1 U11 REMOVAL OF OLD FENCING D.A.K. ASSOCIATES, LLC. REMOVAL OF 0 L D RETAINING WALLS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE REMOVAL OF EASTERN EXTERIOR WALL PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER:TF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•B ASSOC7AM uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS � JFBI I ICI . D A-K ASSOCIATES r i cc 7'-8 residential & commercial design•engineering•consulting 24' 17' 7' P.O.Box 1675 phone: )631)433-M Southold,NewYork 11971 fCoc )631)466-3354 E-Mai: ssbn654@optonine.net Deerkoskl,Arm 6 KeN Associates,LLC•fomx*East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: A These drawings and specifications including the C ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed D �, F G to others or used in connection with any work B PROVIDE 2" THICK DOW BOARD or project other than for which they have been VERTICALLY AROUND THE INTERIOR prepared without written consent. PERIMETER OF THE FOUNDATION WORK NOTES: r ----------- — ------------- ------------------------ � -N------------------__-------- I TYPICAL ---------------------------------------------------------=I ----------======================================= ; FOUNDATION DETAIL - ------------------------------- PROVIDE NEW 2" RAISED CONCRETE SLAB WITH 2" __ SCALE:Y2"=1' PROVIDE 2" THICK DOW BOARD -___= PROVIDE TROUGH =_______- -___-- VERTICALLY AROUND THE IPNTERIOR -_--= DRAIN IN REFRIGERATOR =_______ THICK DOW BOARD ACROSS _____ PERIMETER OF THE FOUNDiATION I -__= AS PER OWNER SPECS. ________= THE ENTIRE SLAB, P.C.BE 4" iv COVERED WITH 4' . NEW _______________________________ SLAB W/6x6 WWM. 10/10 W140 X 9 1 OR EQUAL NEW 2x4 KNEEWALLS EXISTIl�TG 4' _________________________________________________________I FLOOR JOISTS SLAB I ':'. __________________________________________________________1 ;r I 5�8„x 18„ CRAWL S CE NEW 2x4 �. ____________ ___ ______ 4„_===__ .+ I ANCHOR BOLTS KNEEWALLS I < r=====------------------------------------- -- --------- I @ 2'-0"oc. CRAWL SPACE I ^:,. ----------------------------------------------------------- FOUNDATION WALLS AND FLOOR ARE TO NEW 2'.x4 I ------------------------------------------- --------- KNEEW;ALLS BE CLEANED AND , ' -- y -� I PROJECT: COATED WITH UGL 8" P D -_ FOUNDATION NEW 2x4 KNEEWALLS DRYLOK FOUNDATION -___- r- WALL ------- .----------,-_ ----------------- WATER-PROOFING PROVIDE ACCESS ALL BASEMENT WALLS ARE TO BE TO CRAWL SPACE CLEANED AND COATED WITH UGL "' __ - „ 17'-7" TO ALLOW AIR -------------- -------_ __- 16 -9 DRYLOK FOUNDATION WATER-PROOFING CHLOEM LLC . a FLOW BENEATH i ------------------------ ------ ______ O FOUNDATION WALLS THE FLOOR - CRAWL SPACE 6„ ,-6" -6" „ „ _ ______ _________ ______ d o ". I „ 2x4 KEYWAY AND FLOOR ARE TO 10 9 PROVIDE 8 P.C. - -------- E (STING (2) X6 GIRDER TO E SISTERED �' --------- ------ • a I WALLS AROUND __ O Q I '* BE CLEANIED AND - ,; --- COATED WITH UGL N WI H A 2X6 ON EACH SIDE ( 4)2X6 GIRDER') _____ DRYLOK FOUNDATION � INSIDE PERIMETER PROVIDE 8" P.C. ----- OF BUILDING IN WALLS AROUND 4" " 16'-1 1" THIS LOCATION. INSIDE PERIMETER ----- I ®u WATER-PfR00FING N = O OF BUILDING IN -- -- O rs,, I I I 0 0 0 =___= a TYPICAL CONCRETE FOOTING NE (��'/�1f�L �o -o THIS LOCATION. _--__ I I Fish Of PROVIDE o NEW TO BE FILLED I' I - 1 '-4"x 8" MIN. 3'-0" BELOW Market W140 X 9 OR E AL FLOOR JOISTS I _____ I J_ SPACE 0 WITH SAND AND 1' 4 FINAL GRADE. o NEW 2' o �, 3 0 STEEL COLUMN COMPACTED IN ----- I I LO E `X° SLAB IN o N N ON 24" X 24" X 12" 6" LIFTS. TO BE FILLED =__ Ln PROVIDE ACCESS TO CRAWL N CRAWL o 0 CONC. FOOTING. INSTALL DRAINS WITH SAND AND =___= TO BE FILLED ( .1/, LOCATED AT i I CRAWL SPACE I x = PACE " _ ----- N AN SPACE TO ALLOW A.R FLOW S COMPACTED IN - - WITH SAND D `� r7 BENEATH THE FLOOR 0 N ~ N ~ 10'-98" " 13'-6" AND COVER WITH ===_= COMPACTED IN U' § 00 0 C� i7 .,.. _ o o '�� 4" PC. SLAB 6" LIFTS. - ",-. I :.. I 64755 MAIN ROAD J Z I J Z u CRAWL SPACE I INSTALL DRAINS _____ 6" LIFTS AND w w PROVIDE ACCESS J W/6x6 WWM. x c� x TO CRAWL SPACE L` r N 10/10 GA. AND COVER WITH _____ COVERED WITH A 4" 24 _ x w c� w TO ALLOW AIR c° 4" PC. SLAB --__- 4" PC. SLAB � I (RT. 25) NEW 2x4L'i cn FLOW BENEATH `" LL BASEMENT WALLS ARE TO BE j / o _____ / I j. x W 6x6 WWM. �' - W 6x6 WWM. I N N N OLD, NY. KNEEWALLS z c~n z THE FLOOR LEANED AND COATED WITH UGL - SLAB N 10/10 GA. ____= 10/10 GA. I ;,: NEW i2x4 c~n o c~n RYLOK FOUNDATION WATER-PROOFING I i� _____ I I N (GREENPORT FIRE DISTRICT) KNEEWALLS w w - N SLAB N -4„ NEW �' W140) X 9 OR E AL FLOOR JOISTS - ____= I I TYPICAL SCTM # 1000-056-4-22 7" ALL BASEMENT WALLS ARE ALL BASEMENT WALLS A TO BE --'-- M NEW 2x4 TO BE CLEANED AND COATED ALL FOUNDATION OPENINGS PROVIDE 8" P.C. _____ 4" KNEEWALLS �3 WITH UGL DRYLOK FOUNDATION NOT BEING USED ARE TO BE CLEANED AND COATED W UGL WALLS AROUND =___= O I FILLED IN WITH CONCRETE AND DRYLOK FOUNDATION WA -PROOFIN PROVIDE ACCESS INSIDE PERIMETER ----_ .,. I I SLAB DETAIL ON DRAWING TITLE: WATER-PROOFING z WATER-PROOFED USING UGL TO BENEATH THE THIS BUILDING IN I I CRAWL SPACE o o DRYLOK FOUNDATION WATER-PROOF( G PROVIDE 2x4 WALL LOBSTER TANK THIS LOCATION. ____= I NEW BEARING WALLS c To EXISTING 6X6 GIRDER � .'.-2'-4" '-4�" 7'-4" .'.� I 19'-4j" EXISTING 6X6 GIRDER I I _____ I SCALE:Yz"=1 PROVIDE ACCESS � � ----- FOUNDATI(ON WALLS CRAWL SPACE 7 '' ----- FOUNDATION PLAN AND FLOOR ARE TO TO CRAWL SPACE �_78 - ------ -------- °'__--_ -_ ____= I I -'� TO ALLOW AIR ------ -------------Y-- --- ----- O _ O I BE CLEANJED AND 0 ----- w FLOW BENEATH ------------ �r ;�• ---__ NEW 6" THICK PC. SLAB F -- — ' -------- ---- ------ I I W 4 REBAR 12 oc. EW. COATED WITH UGL THE FLOOR -- _ _ --------_ ---- ------ a DRYLOK FOUNDATION 0 -- -------- ---- ------ I I �# WATER-PfR00FING -- I -------- ---- -- --- J ca cn ,, SPECS FOR ' Q w U= i 'I LOBSTER TK __ -� _ ________ __ ___ NEW :2x4 NEW 2x4 C° J J Ii TO BE -- _� — -------- --':. — -- ZZ — — — — — J I �0 2" THICK CONC. KNEEVALLS KNEEWALLS x N �` �; PROVIDED -_ _ -______=- NEW 3" 0 STEEL co �i s•: - -� I iY SLAB . c w z z COLUMN ON ALL BASEMENT WALLS " w n C.r,•=.:_ _ ------------ --_ _, -� r - I x NEW 2" THICK ALL BASEMENT WALLS - ~ 24" X 24" X 12" `n w ARE TO BE CLEANED X X ARE TO BE CLEANED w� � F_===== a,=10'___=___ __ =i _ N RIGID INSULATION R-10 CRAWL w CONC. FOOTING. COATED WITH (2) COATES z __ ==±_=- -__- == v _ 4" " STEPS 4" COATED WITH (2) COATES w �,, �- L- - - - -f I ;a cv NEW 8 THICK OF STUCCO AND COATED o cn s'z:�. .'s . �. ::. .•;.'.•. .= .::',."..'..` .;•:.: t. .. ., OF STUCCO AND COATED SPACE �, I �_ .. WITH UGL DRYLOK PROVIDE NEW FILL-IN EXISTING WITH UGL DRYLOK >w� w - ' �'.. .- CMU. WALL FOUNDATION WATER- ACCESS TO ACCESS TO FOUNDATION WATER- �0 z t NEW 8" THICK PROOFING CRAWL SPACE CRAWL SPACE PROOFING w Q U n i PC. FOOTING —� EXISTING 4" PC. SET: ISSUED FOR: DATE: SLAB 7' I EXISTING 8" PC. 7'-84" J4" 4" WALL FOUNDATION Li A B C D E F GJ —�' TYPICAL CONCRETE FOOTING 1 '-4"x 8" MIN. 3'-0" BELOW FINAL GRADE. SEAL: DATE: FOUNDATION PLAN FEB 04, 2013 ��`'`�. PROJECT NO: 955-2012 SCALE: DRAWN BY: / '^ ` BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. .�� a r., CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED x, ' INDICATES NEW FODUNDA'.TION WALLS, { JJD •.' '�.` ; UNDER FEDERAL COPYRIGHT LAW. " TOP OF WALLS TO BE 8" BELOW FINISH FLOOR) ' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ` `�.��;`•�"�� ;�'�' WRITTEN AUTHORIZATION. INDICATES FOOTINGS TO B1E MIN. OF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFIAI 02 3'-O" BELOW FINAL GRADE D.A.K. ASSOCIATES, LLC. `;1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF INDICATES FOOTINGS CAN"BE ON GRADE Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•B ASSODAM ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS % '�, �%/�%;0061, D ®A®K ASSOCIATES Lw 35'-6j" 19 -2 24' residential & commercial design.engineering•consulting J' 6'-10" 13'-2� 10'-3J„ -104 -3j„ 18 P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fax (631)466-3354 E-Mail: ubn654@optonine.net C DeerkosId,Art a KeN Associates,LLC•formerly East End Design Associates,LLC E F G OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented A $ D therein, are the property of D.A.K. ASSOCIATES, -3" LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. PROPOSED CANVAS COVERED WORK NOTES: ENTRANCE OVER ADA o RAMP I 1 108 8/1 8 7"' 4" 11'-6" .lr G63 063 A31 A31 - 4„ o, I COUNTER 32 N PROPOSED o O O 31" 3Z„ NEW w ADA ADA 7 -82 FREEZER VESTIBULE PROPOSED N �� z BATHROOM BATHROOM NEW I I o 00 0 o REFRIGERATION „ -OZ" i„ 5,-2„ -2" UNIT 32 J 52 52" o O = 10 068/1 8 A31 a � o RAW BAR JANITORIAL � N CLOSET 8 21068 1068 21068 DISPLAY SHELVES ABOVE z DISPLAY COUNTER "' DISPLAY COUNTER � O 'PROJECT: 0 O 0 II C. TOP OF I Z �CHLOEM a r RETAIL VIEWING I I QI.I.C . AREA GLASS TO _ 20' BE 72" AFF. CUTTING I O ROOM I � i� r' I In I o a: Southold RETAIL �j DISPLAY COUN ER', VIEWING j I Li ;n AREA I in RETAIL COUNTER I z I a N p -7$„ ! Fish Market U J DISPLAY COUNTER 3 " I LOCATED AT ------6'-2" 2 °6 PROVIDE (2) LAYERS OF Ln r' i8" TYPE "X" GYPSUM ACESS 64755 MAIN ROAD N O ADA = ON EACH SIDE OF WALL a. Sitting COUNTER �00 AS PER TABLE 702.1(2) STAIRS (RT. z5l Q ,n I OF THE BUILDING CODE ` / 2'-6" 3'-92 17'-9" �1a Area Lji I OF NEW YORK STATE. �\� OPTIONAL SOUTHOLD, NY. DISP Y A WALLS ;� SHELVES O (GREENPORT FIRE DISTRICT) �co ° DISPLAY COUNTER —� Q PORTABLE O a 'n M r "ri OWAL S \/ TABLE CUTTING SCTI I # 1000-056-4-22 DISPLAY SHELVES ABOVE N z UPPER COUNTER 068 3068 UPPER E-1/2 FIR FUtE-RATED 28 8 , , Q N DRAWING TITLE: COUNTER REFER1 V D(OOR AND ASSEMBLY O C) _F cl- REFER BELOW COUNTER 1 OW/� LF-CLOSINGHINQES r--------------------------- -� . J 3" O a I i PROVIDE (2)) LAYERS OF i i ICE A HINES 10'-6" L KITCHEN 10'-2g 5/a" TYPE "X" GYPSUM n n ON EACH SIIDE OF WALL = AS PER TAB3LE 702.1(2) 1 2'-15" 8' FLOOR PLAN FLOATING COUNTER IN IN Y OF THE BUILLDING CODE v i co �0 co � _J i LOBSTER i L A 24'-1 0j" OF NEW YOFRK STATE. � W co i TANK NYS APPROVED TYPE 1 EXHAUST HOOD o o P3040 P3040 P3040 P3040 WITH FIRE SUPPRESSION SYSTEM PROVIDE (2 ) LAYERS OF J a_ j i /8' TYPE "XC" GYPSUM W 10' ON CEILING AS PER `___________________ O O THE BUILD CODE OFFICE -------- W OF NEW YO)R)RK STATE. M C7 iD SINK N DW SINK K O �O SIN W DEfSK 3 �o c I S EXISTING CONCRETE EXISTINiG CONCRETE SET: ISSUED FOR: DATE: A B C D E F G J -5 " J 12'-0 " L8 SEAL: DATE: -5 4'-7 -5" 5 3 -2 20 8 10 54" J O' 3 � >� � FEB 04, 2013 PROJECT NO: 6'-8�„ 955-2012 DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. .. '` CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED i ` 9 + JJD UNDER FEDERAL COPYRIGHT LAW. �,' '\ ': SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT �. ,, , 1 103 FLOOR WRITTEN AUTHORIZATION. °: %- `%' &A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. -= SCALE: 4"=1' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE \, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization DAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © 'D•A•L ASSO( mil nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS j ' % 35'-6j" 19 -2 24 D °A°K ASSOCIATES uc residential & commercial design alengineering•consulting -loll 13'-2�" 10'-3�" -10�" -3�" 18' ' P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 falC )631)466-3354 FC E-Mail: ssbn654@optonrine,net Deerkoskl,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC ��.%� 7'/ -7/7Imo% E F G JWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented A B 17 therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been PROPOSED prepared without written consent. CANVAS COVERED ENTRANCE WORK NOTES: o OVER ADA RAMP 108 8/1 8 G63 G63 A31 A31 t COUNTER iv o O O PROPOSED NEW ADA ADA FREEZER N BATHROOM BATHROOM VESTIBULE PROPOSED ———— —————————— NEW � O O O REFRIGERATION UNIT -- J O O w RAW BAR JANITORIAL a ° 10 8/1 8 A31 00 CLOSET DISPLAY SHELVES ABOVE 21068 21068 21068 I DISPLAY COUNTER DISPLAY COUNTER U PROJECT: I II a. I RETAIL TOP OF I I AREA VIEWING I I Q GLASS TO CHLOEM LLC . BE 72" AFF. ROOMNG I I O -_ I I I RETAIL DISPLAY COUNTER VIEWING AREA Southold RETAIL COUNTER LLJ ► ---------------_- --- I I `n z 1 I Fish DISPLAY COUNTEIR J ATTIC w Li ACCESS AT ,�u��, AccEss z ADA ems 64755 MAIN ROAD Sitting J COUNTER FA Area Q ► o — 25 -------------------------=- (RT. I � ` SOUTHOLD NY. 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WRITTEN AUTHORIZATION. SCALE: —4'"=1' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � A ` 04 D.A.K. ASSOCIATES, LLC. \. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEER KOSKI. PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p 1111•A-L ASSOCL4=nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such oclencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ;' /l'"%�' 1 6'-82 ' D A®K ASSOCIATES sac 35'—63, 19 —2P 24' residential & commercial design.engineering.consulting —13, —10" 13'-2 ,. —10'-34,. —104„ —3 „ 18 P.O.Box 1675 phone: (631)433-M Southold,New York 11971 fcnc (631)466-3354 FC E-Mail: znb654@optonine.net Deerkoski,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC E F G OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented A B D therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. PROPOSED CANVAS COVERED WORK NOTES: ENTRANCE OVER ADA o RAMP I 108 8/1 8 G63 G63 A31 A31 I N COUNTER O O PROPOSED ° NEW FREEZER r-100 w BATHROOM HROOM BADTHROOM VESTIBULE PROPOSED N O NEW I � REFRIGERATION w UNIT Jo = 10 8/1 8 A31 O ° O RAW BAR JANITORIAL 00 CLOSET M 21068 21068 21068 DISPLAY SHELVES ABOVE Y z � u 0 DISPLAY COUNTER DISPLAY COUNTER Q Q U PROJECT: O Ca o o I 0) 0 0 0 z Q Q L z Q w RETAIL w Q � CHLOEM LLC . w a Q AREA o Q Q cn 0 I I O 0 o m o 0 cn m in �� cn < w = a' o, o © o 0 ~ @J I 0 � _0 °' RETAIL 0 DISPLAY COUNTER0 VIEWING I Southold o o AREA CUTTING � l U I 0 w CO Q U ROOM ZQ z o 0 ° DISPLAY COUNTER Cn o Fish M -3 0 FD z � _N z l � 0 Q - ATTIC ss °° LOCATED AT Ld X w w z_ z LoLi STAIRS O U N U Z U N J J Q Z o W W 64755 MAIN ROAD cc 11� _ w ADA U o z RT. 25 a N 0 Sitting <` w U COUNTER z 00 °x ( ) F Lr) z o w Area Z w CD z 00 SOUTHOLD NY. r= � � z z w w m < w z x C cn DISPLAY N c~n w w SHELVES Co N U (GREENPORT FIRE DISTRICT) w 00 z DISPLAY COUNTER 0 PORTABLE O a r� AM z CUTTING 0 TABLE - SCTIIA # 1000-056-4-22 DISPLAY SHELVES ABOVE X U w z i _ ___ _______ 3068 UPPER 30680 N DRAWING TITLE: UPPER COUNTER COUNTER REFER 3068 O -- ---------------------------, J FIRST FLOOR o REFER BE OW COUNTER i z ITCHEN ! ! ICE 1,vAEHINES CEILING PLAN NYS APPROVED TYPE 1 EXHAUST HOOD WITH FIRE SUPPRESSION SYSTEM Y OFFI(CE c� 'o FLOATING COUNTER w i LOBSTER i o U z i TANK wQ P3040 P3040 P3040 P3040 7w i 09)0 r' god H o sK cn O O O M SINK NDW SINK SINK pW DE �� p �p � � N x vH- -IF I EXISTING CONCRETE EXISTII`NG CONCRETE SET: ISSUED FOR: DATE: LA B C D E F G . SEAL: DATE: ' '-5" 3'-2 " 20'-8 " 10'-5 " 9'-5 " 12'-0 " 8' 4 � � � FEB 04, 2013 PROJECT NO: 6'-8 " = _i 955-2012 DRAWN BY: Cf IV. o BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ' I I CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. `\ ` 'e , '. JJD r r f-f SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT FIRST FLOOR CEILING PLAIN WRITTEN AUTHORIZATION. 1 " ' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. SCALE: "=1' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•1 ASSOCMM nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS - - D .A.K ASSOCIATES roc residential & commercial design•engineering•consulting i : P.O.Box 1675 phi: (631)433-9084 - - _ Southold,Newyork 11971 frnc (631)466-3354 - E-Mal: ssbn654@optonlne.net Deerkosb,Arm&KeN Associates,LLC•formerty East End Design Associates,LLC _ lliJ 1 ll I_I1W_1 Wu1L Ll J1W u1�Ll l llJ1� IuLl. � ---- -- - - - - - - - - OWNLRSHIP & USE OF DOCUMENTS: 7 u :�:. _su i uLi� r � uu-uu1 1J lull �l_u_1.-llL aI � P R 0 P 0 S E D LLUll II 1 III LLLLILJIJI-LJIJIJIJLI_I - - - _ rl U1ILILJ-LILUJJ_lJU_L11� U �L1�J11ulu.uuJ�ILL!_I�L_ L'I JLIL�l-uu Ii�LJ_u I These drawings and specifications including the f I __ LJJ II LL1LL1 IW 1L1u II II III IIIII ! 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" r VY _ r AF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFilk 2 0 1 SCALE: 4"=1' D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such os Suffolk County Dept. of Health Services, Town Building D•A•B ASSOCMM uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS %%'�"� L ;�';!%%✓'%"' %; 0/1 -- - D A®K ASSOCIATES �c residential & commercial design•engineering•consulting i f P.O.Boz 1675 phone; (631)433-9084 --- Southold,New York 11971 fax; (631)466-3354 E-Mail: ssbn654Coptonline.net .- _ , f East End Design Associates,LLC I��L I WNLRSHP a Deerkosa. �&NU Associates, S E - - -- -- CUMENTS. 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IL1 1llL1L 111L1LLL1 LLLI LJ Llil_._i 1, J11 LJ I_JLLLi - -- - I = ' - Ai -- I J LILILI,LILW L1ll 11 11 L l_ ILIJI�IL__ll11.1LJ11LI1_l L l 1.1llW1L1L1LLI 1LIll1l_luL IL111L1LlILLII L - -------- Ll J1 Il_ I lll llLILLu_LI I iJ LL1�lU 1lJ1lL�l LL1L i llJ�llJJll 1 �l L �,ll LIL_LI �lI�L1 J111 LL 11-IL 11 1 I �� LLJ_ I.1J_1l 111-L_1 JLJ11LLl1111.1LL`11_W ! 11 I _J1 IILll�1J1. .11�llt11111L11__I1 liL1W1_LII�LLLIL1llLJ1 LL UI --IL LL1I IIJLLLI L AL1 J1 JUG -- I1�JII_ �jjl IIj IlljJ1�I1U1 lL_ 111 Il Iil-; �11�iL11�I1 111 ;11 IIILL1111_1 Il�l_ II LIIII II il) 11 ll11L1t _ JLLL1_: t - LLI,L ----------- L_lL ! _ SEAL: DATE: FEB 04, 2013 PROJECT NO: 955-2012 DRAWN BY: °r BDK Ir © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. r I; CHECKED BY: WEST ELEVATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `�°' �. <„ � , ;; . i! ''� ff'=�r'� JJD UNDER FEDERAL COPYRIGHT LAW. �;• �;, '_s` ' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT -=- SCALE: 4"=1' SCALE: "=1' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4 `� 16%202 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization J.AMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•L ASSOCLAM ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ' ' MEN *I BE D oA.K ASSOCIATES uc residential & commercial design.engineering.consulting 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fCDC (631 J 466.M CONTINUOUS RIDGE VENT E-Mali: CkmM@cd.com Deerkoskl,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x12 RIDGE BEAM These drawings and specifications including the ideas, design and arrangements represented 2X10 —16"oc. RAFTERS therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work " BOLT or proj pr t other than o epared without wrl r w teen consent.ch they ve been 2X4 HANGERS — 16"oc. WORK NOTES: EXISTING "" ROOF SHEATHING VERIFY CONDITION OF EXISTING 2" BOLT ARCHITECTUAL ROOF SHINGLES ° PROVIDE GABLE VENT / FRESH AIR 30# FELT INTAKE FOR HVAC TO BE MOUNTED BEHIND SIGN (�6" OFF THE WALL) 1Yz"x33ra" SOLID CROWN ATTIC ON 1x8 AZEK RAKE BOARD _ 2 " (_0 2x6/2x4 STRONGBACK " BOLT R-30 INSULATION CHLOEM LLC . R-30 INSULATION ° EXISTING 2x8 CEILING JOISTS-16"oc EXISTING 2x8 CEILING JOISTS—16"o I EXISTING 2x8 CEILING JOISTS-16"oc ° RAISED UP TO 1 0'-6" AFF, RAISED UP TO 10'-6" AFF. RAISED UP TO 10'-6" AFF. ° Commercial TYPE °X" SHEETROCK /" TYPE "X" SHEETROCK 2x6 SUBFASCIA TYPE X SHEETROCK � E � I TYPE "X" SHEETROCK Building " TYPE "X" SHEETROCK 1"x 8" AZEK �,'INDOW CASING LOCATED AT " 1Yz"x33/a" SOLID CROWN x 6" AZEK BEADBOARD I 1% 8" AZEK FREIZE BOARD 64755 MAIN ROAD ON 1 x8 AZEK RAKE BOARD DBL. 2x4 TOP PLATE I GABLE END TO BE SHEATHED WITH CONTINUOUS VENTED SCREENED SOFFIT VENT (RT. 25) 2x4 — 16'oc. STUDS CDX ON THE INTERIOR, PRIOR TO I FRIEZE BOARD J"x 6" AZEK WINDOW CASING a CDX ON THE EXTERIOR AND 2 SOUTHOLD, NY. RAW BAR SHEETROCKING THE WALL Sitting (GREENPORT FIRE DISTRICT) J" TYPE "X" I SHEETROCK Area g" TYPE "X' -I HISTORIC AZEK !,WINDOW SILL SCTM # 1000-056-4-22 SHEETROCK J"x 6" AZEK WINDOW APRON CASING 30# FELT J" TYPE "X" SHEETROCK I %a" CDX SUBFLOOR I I J" TYPE "X" SHEETROCK Y2" CDX SHEATHING I ( I 7"" HARDI—PLAN!,. SIDING @6" EXPOSURE VINYL SIDING 3/4' CDX LEVELING SUBFLOOR R-15 INSULATION I DRIP CAP CROSS SECTION 2x4 SHOE (2) �" LAYERS OF AZEK STAGGERED SEAMS (ALL SEAMS AND LAYERS TO BE GLUED TOGETHER) W140 X 9 OR EQU L FLOOR OISTS W140 X 92 OR EQUAL FLOOR JOISTS W140 X 9&995 A A A A OR EQUAL FLOOR JOISTS AZEK SKIRT BOARD ICE AND WATER SHEILD ON PLYWOOD OVER GRACE AND ICE SHEILD AND FLASHING AS REQUIRED E PROVIDE TERMITE R-30 INSULATION TERMITE SHEILD PROTECTION AS FIRE BLOCKING 2x4 FIR STUDS 2x4 CCA SHOE TOP PLATE PER CODE. EXISTING CONC. SLAB EXISTING 4" SLAB EXISTING 4 SLAB SET: ISSUED FOR: DATE: CROSS SECTION .A SCALE: SE DATE: _-= FEB 04, 2013 PROJECT NO: 955-2012 DRAWN BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BDK CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. ..�, JJD PLANS MAY NOT BE REPRODUCED WITHOUT %2 SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 3 " 1 D.A.K. ASSOCIATES, LLC. A U THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D•A•K ASSOCIATES,uc agencies prior to construction. 777 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS %" nn D ®A.K ASSOCIATES uc residential & commercial design.engineering•consulting CONTINUOUS RIDGE VENT 506 Main Street phone: (631)161-6071 Westhampton Beach,New York 11978 fax (631)466-3N 2x 12 RIDGE BEAM E-Ma1: CAnn8888@ad.com Deerkosb,Arm&II Associates,LLC•formerly East End Design Associates,LLC 2X10 —16"oc. RAFTERS OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the BOLT design 2" therein, are theap property of D.A.K.rASSOCIATES, "' LLC. No part thereof shall be copied, disclosed 2 BOLT to others or used in connection with any work or project other than for which they have been EXISTING "' ROOF SHEATHING prepared without written consent. VERIFY CONDITION OF EXISTING 2X4 HANGERS — 16"oc. WORK NOTES: 30# FELT ARCHITECTUAL ROOF SHINGLES " BOLT 1Y2%33/4" SOLID CROWN ON 1x8 AZEK RAKE BOARD 2x6/2x4 STRONGBACK ATTIC R-30 INSULATION BOLT " BOLlt R-30 INSULATION CHLOEn4 LLC . EXISTING 2x8 CEILING JOISTS-16"oc EXISTING 2x8 CEILING JOISTS-16"oc Commercial ° ° • TYPE "X" SHEETROCK TYPE "X" SHEETROCK s TYPE "X" Building SHEETROCK \ \ LOCATED AT 1Y2"x33/4" SOLID CROWN 2x4-16"oc. STUDS � \ ON 1 x8 AZEK RAKE BOARD - 64755 MAIN ROAD DBL. 2x4 TOP PLATE REST CONTINUOUS VENTED (RT. 25) 2x4 — 16"oc. STUDS TYPE 11X-ROOMS -100 RETAIL COUNTER SALE KITCHEN s SHEETROCK FRIEZE BOARD SOUTHOLD, NY. VINYL SIDING 8" TYPE "x" (GREENPORT FIRE DISTRICT) R-15 INSULATION -100 SHEETROCK SCTM # 1000-056-4-22 _ I � DRAWING TITLE: CROSS SECTION i W140 X OR EO L FLOOR JOISTS CONCRETE SLAB EXISTING 2x6 FLOOR J0ISTS-16"oc E R-30 INSULATION R-19 INSULATION R-19 INSULATION K2x4 FIR STUDS NEW 4" P.C. SLAB TOP PLATE NEW 4" P.C. SLAB EX. 6x6 GIRDER 2x4 CCA SHOE CRAWL COMPACT FILL COMPACT' FILL SPACE SET: ISSUED FOR: DATE: NEW 4" P.C. SLAB NEW 4" P.C. SLAB NEW 2'-0" X 2'-0" X 1'-0" CONCRETE FOOTING CRO S S SECTION B SCALE: "=1 ' SEAL: DATE: FEB 04, 2013 PROJECT NO: / 'r^ 955-2012 DRAWN BY: T T AT T AM HEIGHT © COPYRIGHT 2013 D.A.K ASSOCIATES LLC. BDK NOTE. ALL WINDOWS ARE 0 BE SE HE SAMEALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ' AS THE 5068DD AT THE WAITERS STATION. THIS IS A CRITICAL 11 = 4 � CHECKED BY: HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. �,,- ;' JJD PLANS MAY NOT BE REPRODUCED WITHOUT 1;, `;, ,r''. . SHEET NUMBER: HEIGHT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r' D.A.K. ASSOCIATES, LLC. NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE mt;302 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•K ASSOCIAM,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS :: s D •A®K ASSOCIATES roc residential E, commercial design•engineering•consulting CONTINUOUS RIDGE VENT 506 Maln Street phone: (631)161-6011 Westhampton Beach,New York 11978 fax (631)466-w 2x12 RIDGE BEAM &MaI: CAn8888@aol,com Deerkosb,Amt&KeN Associates,LLC•f East End Design Associates,LLC 2X 10 —16"oc. RAFTERS OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas design and arrangements represented " BOLT therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2X4 HANGERS — 16"oc. WORK NOTES: EXISTING "" ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT ° ARCHITECTUAL ROOF SHINGLES 2x6/2x4 STRONGBACK ATTIC 30"X 45" SKYLIGHT TO BE TUNNELED AS REQUIRED 2' BOLT " BOLT R-30 INSULATION CHLOEM LLCO ---- -------------- R-30 INSULATION ° EXISTING 2x8 CEILING JOISTS-16"o 1 6666 ° ° EXISTING 2x8 CEILING JOISTS-16"oc ° ° ------------------ Commercial /" TYPE "X" SHEETROCK TYPE "X" SHEETROCK Building /" TYPE "X" " TYPE "X" SHEETROCK SHEETROCK LOCATED AT 1Y2"x33r4' SOLID CROWN 64755 MAIN ROAD ON 1 x8 AZEK RAKE BOARD DBL. 2x4 TOP PLATE CONTINUOUS VENTED (RT. 25) � VESTIBULE , , � FRIEZE BOARD _I� RETAIL SALE FLOOR KITCHEN �S'HETYPE E ROCK SOUTHOLD, NY. VINYL SIDING � 2x4-16"oc. STUDS 2x4-16"oc. STUDS (GREENPORT FIRE DISTRICT) " TYPE "X" SHEETROCK SCTM # 1000-056-4-22 1086/3068/1068 DOOR 1086/3068/1068 DOOR DRAWING TITLE: CROSS SECTION SLEEPERS ON SLAB EXISTING 2x6 FLOOR JOISTS-16"oc SLEEPERS ON SLAB TO BE VERIFIED IN FIELD CONCRETE SLAB EXISTIING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc ZR-30 INSULATION E 4" INSULATION R-30 INSULATION (R-24) EX. 6x6 GIRDER CRAWL COMPACT FILL CRAWL NEW 3" DIA. COLUMN SPACE SPACE SET; ISSUED FOR: DATE: NEW 2'-0" X 2'-0" X 1'-0" CONCRETE FOOTING CROSS SECTION CC SCALE: 1Y) I SEAL: DATE: �.:. FEB 04, 2013 (-'P r ; PROJECT NO: 955-2012 DRAWN BY: NOTE: ALL WINDOWS AR'E TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED j BDK AS THE 6068DD AT THEE WAITERS STATION. THIS IS A CRITICAL CHECKED BY: HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. JJD PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: HEIGHT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF =7. D.A.K. ASSOCIATES, LLC. '303 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: VERIFY ALL FASCIIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR Acceptance of these drawings does not authorize the right to build without the authorization Doe NUMBER: OF TO CUTTING BACK ALL `.SOFFITS VERIFY ABOVE CONDITIONS. of local governing agencies, as Suffolk Count De t. of Health Services, Town Building 9 9 9 Y P g JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D•A•K ASSOCIATES,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS �I i dl I D o A®K ASSOCIATES uc reskientiai & commercial design.engineering.consulting 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fCDC (6311466-3354 E-Mcal: CAnnM@cd.com Deerkosi3,Arm&KeN Associates.LLC•forrnerty East End Design Associates,LLC CONTINUOUS RIDGE VENT OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 2x12 RIDGE BEAM ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 2X10 —16"oc. RAFTERS to others or used in connection with any work or project other than for which they have been prepared without written consent. " BOLT EXISTING "" ROOF SHEATHING WORK NOTES: VERIFY CONDITION OF EXISTING 2X4 HANGERS — 16"oc. 30# FELT ARCHITECTUAL ROOF SHINGLES 2x6/2x4 STRONGBACK " BOLT <o O ATTIC BOLT " BOLT R-30 INSULATION CHLOREM LLC . O C CommercialEXISTING 2x8 CEILING JOISTS-16"oc � � � �� EXISTING 2x8 CEILING JOISTS-16"oc � R-30 INSULATION II R" TYPE "X" " TYPE "X" SHEETROC i i /,I, TYPE "X" SHEETROCK SHEETROCK I I Zr TYPE "X" Building SHEETROCK LOCATED AT %"x33/4" SOLID CROWN I I r ON 1 x8 AZEK RAKE BOARD I I I I I I ( 64755 MAIN ROAD DBL. 2x4 TOP PLATE I I I I I ( (RT. 25) RETAIL SALE FLOOR RETAIL SALE FLOOR i OFFICE i i i i i i SOUTHOLD, NY. I I I I I I " TYPE "x" I I I I (GREENPORT FIRE DISTRICT) SHEETROCK .-100 L_ ___J L____ SCTM # 1000-056-4-22 2x4 — 16"oc. STUDS —— HARDI—PLANK (6" EXPOSURE) I I DRAWING THLE: R-15 INSULATION PE I I L-1 TY SHEETROCK II CROSS SECTION ------ -------- ------ -- EXISTING 2x6 FLOOR JOISTS-16"oc MIA EXISTING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc E R-30 INSULATION R-30 INSULATION R'-30 INSULATION R-30 INSULATION EX. 6x6 GIRDER EX. 6x6 GIRDER NEW 3" DIA. COLUMN NEW 3" DIA. COLUMN SET: ISSUED FOR: DATE: NEW NEW 2'-0" X 2'-0" X 1'-0" 2'-0" X 2'-0" X 1'-0" CONCRETE FOOTING CONCRETE FOOTING CROSS SECTION' D. SCALE: 111=1 I SEAL DATE: FEB 04, 2013 PROJECT NO: 955-2012 DRAWN BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. 1'r ` BDK NOTE: ALL WINDOWS AIRE TO BE SET AT THE SAME HEIGHT AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1,\ : ', � �: �� r` - CHECKED BY: HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. �' JJD PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: HEIGHT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. m304 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIIEZE BOARD CLEAR WINDOWS. PRIOR Acceptance of these drawings does not authorize the right to build without the authorization of local governing a DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. agencies, as Suffolk Count Dept. of Health Services, Town Building 9 9 9 Y P g JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•K ASSOCIAM,v� agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS -- D •A e K ASSOCIATES residential E, commercial design.engineering.consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax (631)466-3354 Wall: CkMB888@ad.com Deerkosld,Arm&KeN Associates,LLC s formerly East End Design Associates,LLC CONTINUOUS RIDGE VENT OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 202 RIDGE BEAM ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 2X10 —16"oc. RAFTERS to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: EXISTING "" ROOF SHEATHING VERIFY CONDITION OF EXISTING 2X4 HANGERS — 16"oc. 30## FELT " BOLT 2x6/2x4 STRONGBACK ARCHITECTUAL ROOF SHINGLES o 0 ATTIC BOLT R-30 INSULATION CHLOEM LLC . 1 1100" R-30 INSULATION EXISTING 2x8 CEILING J0ISTS-16"oc 0 V EXISTING 2x8 CEILING JOISTS-16"oc a o " BOLT Commercial II " TYPE X' TYPE " HEETR C I I 411 TYPE "X" SHEETROCK S EETROCK I I r TYPE "X" Buildin I I SHEETROCK LOCATED AT 1,Y2"x SOLID CROWN 1x8 64755 MAIN ROAD ON AZEK RAKE BOARD '� DBL. 2x4 TOP PLATE I I (RT. 25) 2x4 — 16"oc. STUDS i SOUTHOLD, NY. HARDI—PLANK (6" EXPOSURE) TYPE "X" (GREENPORT FIRE DISTRICT) R-15 INSULATION i SHEETROCK " TYPE I I SCTM # 1000-056-4-22 ETR C I I I II DRAWING TITLE: II —————————————————— I I LOBSTER TANK CROSS SECTION VERIFY DIMENSIONS ------------------ NSM EXISTING 2x8 FLOOR JOISTS-16 oc EXISTING 2x6 FLOOR JOISTS-16"oc ------------------ WITH OWNER PRIOR TO CONSTRUCTION R-30 INSULATION R-30 INSULATION ------------------ ------------------------------- 2x6 GIRDER 3" DIA. COLUMN SET: ISSUED FOR: DATE: 2'-0" X 2'-0" X 1'-0" CONCRETE FOOTING F u CROSS SECTION E SCALE: 11=1 ' (' SEAL: DATE: =1, FEB 04, 2013 f� /� PROJECT NO: 955-2012 DRAWN BY: © COPYRIGHT 2013 1 ASSOCIATES, LLC. I � NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT I J � BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED O CHECKED BY: AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. JJD HEIGHT" PLANS MAY NOT BE REPRODUCED WITHOUT � f��;:'�----�� p c„�'"' SHEET NUMBER: WRITTEN AUTHORIZATION. �� -.•.--�:::-'` ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF U D.A.K. ASSOCIATES, LLC. v THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 'An 3(J's ;J NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: of TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D-A•K ASSOCIATES,vc agencies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILSj , D •A®K ASSOCIATES �.c residential & commercial design.engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fcCC (631)466-3354 E-Mal: CAnr>8888@aol.com Deerkosld,Arm&KeN Associates,LLC•tormerty East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT These drawings and specifications including the ideas, design and arrangements represented 2x12 RIDGE BEAM therein, are the property of D.A.K. ASSOCIATES, 202 RIDGE BEAM LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 2X 10 —1 6"oc. RAFTERS 2X 10 —16"oc. RAFTERS prepared without written consent. WORK NOTES: ARCHITECTUAL ROOF SHINGLES ARCHITECTUAL ROOF SHINGLES " CDX ROOF SHEATHING EXISTING " ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT 30# FELT 2" BOLT 2X4 HANGERS — 16"oc. /V /f /1Z 2" BOLT ATTI C 1Y2"x3%" SOLID CROWN ON 1x8 AZEK RAKE BOARD 2x6/2x4 STRONGBACK 1100, R-30 INSULATION " BOLT 2" BOLT CHLOEM LLCE 6666R-30 INSULATION ° ° KING 2x8 CEILING JOISTS-1 6"oc ° ° EXISTING 2x8 CEILING J Commercial /rTYPE /" TYP "X" SHEETROCK"X" SHEETROCK E /„ TYPE "X' Building R-30 ;NSULATION SHEETROCK LOCATED AT " TYPE "X" F ON x3x/8 AZO IIDRCRO RT.WBOARD 64755 MAIN ROAD R-30 INSULATION \_2X8 CEILING JOISTS @16'oc. SHEETROCK I DBL. 2x4 TfOP PLATE I CONTINUOUS VENTED ( 25) DBL. 2x4 TOP PLATE 2x4 — 16"'oc. STUDS PROPOSED CUTTING i 6068 DBL DOOR I CUTTING FRIEZE BOARD 2x4 — 16"oc. STUDS VINYL SIDI�JG ROOM ROOM NEW REFRIGERATOR � VINYL SIDING SOUTHOLD, NY. I R-1 5 INSULATION AND FREEZER UNIT R" TYPE "X" R-15 INSULATION (GREENPORT FIRE DISTRICT) TO BE BUILT WITH - IN SHEETROCK SCTM # 1000-056-4-22 THE NEW STRUCTURE S•, TYPE "X" SHEETROCK DRAWING TITLE: 4" P.C. SLAB W/6x6 10/10 WWM ICE AND WATER SHEILD I 4" P.C. SLAB W/6x6 10/10 WWM 2" DOWBOARD RIGID INSULATION WONDER BOARD OVER Y2" CDX PLYWOOD 2" P.C. SLAB 2" DOWBOARD RIGID INSULATION CROSS SECTION 2x4 DOUG FIR SILL '4.1 PA COMPACT SAND FILL 2 DOWBOARD RIGID INSULATION 2x4 — ACQ SILL T, ,— — .— . —• — . — —. CT D �_, d a •'. • . . _ d 8 CMU. FOUNDATION .. .: :. EXISTING CONCRETE . ... ': '. •. •. .: ' ' .•: .. ., = LOWER KITCHEN FLOOR • :. •. •, . ' .. _ C _ '4 SET: ISSUED FOR: DATE: CROSS SECTION F SCALE: SEAL: _ DATE: FEB 04, 2013 — r PROJECT NO. `" 4< 955-2012 DRAWN BY: NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. lv,=; BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CHECKED BY: AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL UNDER FEDERAL COPYRIGHT LAW. JJID HEIGHT TO DETERMIf\JE THE FRIEZE BOARD, SOFFIT AND FASCIA HEIGHT WRITTEN AUTHORIZATION.MAY WITHOUT � '( SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A 3 6 NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND (FRIEZE BOARD CLEAR WINDOWS. PRIOR Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCI M,me agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D ®A.K ASSOCIATES ilc residential & commercial design.engineering.consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fCDC (631)466-3354 E-Mal: CArmM@cd.com Deerkosld,Arm&KeN Associates,LLC•formerty East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS RIDGE VENT These drawings and specifications including the ideas, design and arrangements represented 2x12 RIDGE BEAM therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 2X10 —16"oc. RAFTERS prepared without written consent. WORK NOTES: ARCHITECTUAL ROOF SHINGLES - — EXISTING "" ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT "" BOLT 2X4 HANGERS — 16"oc. " BOLT ATTIC 0 100, R-30 INSULATION CHLOEM LLC . " BOLT 2x6/2x4 STRONGBACK R-30 INSULATION Commercial EXISTING 2x8°CEILING JOISTS-16"oc ° o EXISTING 2x8oCEILING J 1 ' 1 i l i n I h h h (:)Qfi — - - - - - - - - - LJ - - - - - - - - - - - - - - - - - - - LOCATED AT S TYPE "X" VINYL SOFFIT 64755 MAIN ROAD 2X8 CEILING JOISTS @16"oc. SHEETRO DBL. 2x4 TOP PLATE R-30 INSULATION PROPOSED I 6 0 6 8 DBL DOOR 0 R LINE OF (2)1�/4"x 1 1%8" LVL GIRDER LIN OF (2)1�/a"x 1 1�/8" LVL GIRDER (RT. 25) 2x 4 — 16"ac. STUDS SOUTHOLD, NY. VIl��YL SIDING NEW REFRIGERATOR I I R-15INSULATION AND FREEZER UNIT LOADING DOCK LOADING DOCK (GREENPORTFIREDISTRICT) I TO BE BUILT WITH — IN I SCTM # 1000-056-4-22 THE NEW STRUCTURE DRAWING TIILE: 4" P.C. SLAB W/6x6 10/10 WWM SHEE ROCK I 6" P.C. SLAB W/6x6 10/10 WWM 2" DOWBOARD RIGID INSULATION 2" P.C. SLAB I I CROSS SECTION 2x4 DOUG FIR SILL COMPACT SAND FILL COMPACT SAND FILL 2x4 — ACO SILL . ♦ - 'a 8" P.C. FOUNDATION . . .. ..A. E 1 T • •• .. :. .. :' • .' .. '' •• E ISSUED FOR DATE CROSS SECTION G. SCALE: SEAL: DATE: FEB 04, 2013 PROJECT NO: 955-2012 DRAWN BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. �l? �� BDK NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CHECKED BY: AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL HEIGHT TO DETERMIINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. JJD PLANS MAY NOT BE REPRODUCED WITHOUT ;c tN%;, SHEET NUMBER: HEIGHT WRITTEN AUTHORIZATION. ;, ;. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. ----_._- THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•K ASSOCIATES,vc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D •A•K ASSOCIATES roc residential & commercial design•engineering•consulting P.O.Box 1675 phone: )631)433-M Southold,New York 11971 fa>C (631)466-3354 E-Mail: ssbn654@optonGne.net DeerkosH,Arm&KeN Associates,LLC•formeriv East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: \ 8" TYPE "X" SHEETROCK (2)2X4 TOP PLATE CHLOEM LLC . RANGE HOOD TYPE "X" SHEETROCK TYPE "X" SSHEETROCK (2)2X4 TOP PLATE Southold 16 GA. STAINLESS STEEL PANELS (2)2X4 TOP PLATE ATTACHED TO WALL USING Fish Market g" HORIZONTAL FURRING CHANNELS 8"oc. FRP PANELS FRP PANELS (FIBERGLASS REINFORCED (FIBERGLASS REINFORCED " DRAGONBOARD PANELS, FIRE—RATED) PANELS, FIRE—RATE:D) LOCATED AT 2X4 CONSTRUCTION " DRAGONBOARD P-6" DRAGONBOARD EXTERIOIR SIDING SYSTEM 64755 MAIN ROAD " TYPE "X" SHEETROCK 2X4 CONSTRUCTION 2X4 CONSTRUCTIONI Y2' CDX SHEATHING 2X4 CONSTRUCTION (RT. 25) R-15 INSULATION R" TYPE "X" SHEETROCK ;" TYPE "X" SHEET(ROCK SOUTH OLD, NY. PROVIDE AIR SPACE FOR HEAT REMOVAL .10 R-15 INSULATION 100 R-15 INSULATION (GREENPORT FIRE DISTRICT) / 2X4 SHOE 2X4 SHOE " DRAGONBOARD SCTM # 1000-056-4-22 EPDXY COATED FLOOR 16 GA. STAINLESS STEEL PANELS (MIN. RETURN UP THE EPDXY COATED FLOOR ATTACHED TO WALL USING WALL RE WALL 9")(MIN. RETURN UP 1THE R DRAWING TITLE: " HORIZONTAL FURRING CHANNELS 8"oc. 2X4 SHOE PROVIDE S/S END CAPS AT EACH END OF DRAGONBOARD TILE FLOOR " DRAGONBOARD THE WALL TO ALLOW HEAT TO VENT OPTIONAL KITCHEN �" DRAGONBOARD (NOTE BOTTOM OF VENT TO BE SEALED i 6" ABOVE THE FINISHED FLOOR). WALL DESIGNS TYPICAL KITCHEN TYPICAL WAITERS TYPICAL KITCHEN WALL STATION WALL WALL CONSTRUCTION CONSTRUCTION CONSTRUCTION OVERHEAD VIEW OF TYPICAL KITCHEN (BEHIND COOKLINE) (NOT BEHIND COOKLINE) !WALL CONSTRUCTION (BEHIND COOKLINE) SEI: ISSUED FOR: DATE: SE L: DATE: FEB 04, 2013 'y L 1, PROJECT NO: 955-2012 DRAWN BY: NOTE: ALL WINDOVdS ARE TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. \?' ''; f;`f �. ,r CHECKED BDK AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL HEIGHT TO DETERWINE THE FRIEZE BOARD, SOFFIT AND FASCIA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER UNDER FEDERAL COPYRIGHT LAW. , I;� '' �=-�' SHEET NUMBER: HEIGHT PLANS MAY NOT BE REPRODUCED WITHOUT -- WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. J08 NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS /"�� ;'. E /. ' . � i ALL FIXTURES ARE TO BE VERIFIED BY OWNER D o A•K ASSOCIATES ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION residential & commercial design.engineering.consultingPRIOR TO ORDERING AND INSTALLATION VERIFY ALL(SWITCHING LOCATIONS WITH VERIFY ALL WITCHING LOCATIONS WITH OWNER PRIOR TO INSTALLATION.ALL ELECTRICAL,WORK TO CONFORM TO STATE OWNER PRIOR TO INSTALLATION.ALLP.O. X 75 phone: 631 433.9084 ELECTRICAL WORK TO CONFORM TO STATE Southold,New York 11971 fcnc (631)466-3354 AND LOCAL(CODES. AND AL CODES. E-Mal: ubn654@opronGne.net Deerkoski,An&KeN Associates,LLC s fonnedy East End Design Associates,LLC A OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed B D E F H to others or used in connection with any work or project other than for which they have been ELECTRICAL SYMBOL LIST: prepared without written consent. ® Waterproof shiielded"Dog House"style floor device WORK NOTES: with duplex recoeptacle on dedicated circuit,and voice/data receptacle with cable drag line duplex convenience receptacle duplex receptawle on dedicated circuit duplex convenience receptacle above counter t> quad receptacle at teller head above countertop �c GFI protected(duplex convenience receptacle half switched floor recepetacle(brass plate-flush in floor) Weatherproof llockable GFI protected duplex receptacle (dedicated circcuit) quad receptacle EXISTING SLAB ® voice/data receptacle with cable drag line CRAWL SF C E A, voice/data receptacle clock receptacle CRAWL SPACE PROJECT: CURCUIT CURCUIT - light switch loccation f f t light switch wiith fan timer location OS U M PUMPS o .• �z, CHLOEM LLC . Ik light switch witth key lock location Z provide all exitt signs with battery backup as required CRAWL SPACE ' by code(V.I.F;.) Q f dual head emergency spot lights with battery backup Z as required by code(V.I.F.) a ` o Southold �-� countertop conrtmuous plug mold CRAWL S 3 voice/data drop with cable drag line for laser printer SPACE C yFish Market C)A Exterior Hi-Hatt Recessed Light Fixture CRAWL SPACE LOCATED AT OB Interior Hi-Hatt Recessed Light Fixture(General Purpose) Oc Interior Hi-Hatt Recessed Light Fixture(High Ceiling) "CRAWLSPAC (RT. 25) 64755 MAIN ROAD OD Interior Hi-Hatt Recessed Light Fixture(Accent Light) +E Appliance to In hard-wired verify size of load SLAB SLAB S O U T H O L D, NY. LOCATE IN CEILING JOIST (GREENPORT FIRE DISTRICT) TBD-C NL Hanging Ceilimg Mounted Fixture Outlet SCTM # 1000-056-4-22 TBD-P Surface Mountted Ceiling Fixture Outlet DRAWING TITLE: TBD� Surface Mounted Wall Sconce Fixture Outlet C RAW L S PACE �d BASEMENT ELECTRIC TBD-SW{ Surface Mounted Wall Mounted Fixture Outlet �- CRAWL SPACE � AND ___ o�o o [ll New Bathroonn Exhaust Fan(ducted through back of roof) r� w LIGHTING P LA N (BroanSolitaure Ultra Silent-Model S1 IOU(110CFM,1.5Sones)) r�_____________________________�, LOCATE O O O o INCEILING/ O O O 7- JOIST Cove Lighting, J i i SPECS FOR TOP LOBSTER TK i } '—'— i 111E i TO BE t Lighting Circuit i PROVIDED i i BY OWNER 12"x 48"Fluovescent Tube Fixture(covered) � d ---------------------------- STEPS SPACE7 Z Provide all HVAC wiring es required Verify all ftiitu ant Supplied Equipment Power Rmpirememta Verify snob landscape power locadana SET: ISSUED FOR: DATE: NOTE:#1 VERIFY ALL LOCATIONS OF NAVIEN ON DEMAND CONDENSING HOTWATER HEATERS.(TO BE SIZED ACCORDINGLY) IF UNIITS ARE TO BE INSTALLED IN ATTIC, ATTIC:SPACE MUST BE INSULATED AND TEMPIERED. A B C D E F H ALL FIXTURES ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER ~ PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION SEAL: _ DATE: VERIFY ALL SWITCHING LOCATIONS WITH _ F E B 04, 2013 VERIFY ALL,SWITCHING LOCATIONS WITH BASEMENT ELECTRIC AND LIGHTING PLAN OWNER PRIOR TO INSTALLATION.ALL ' ', OWNER PRIOR TO INSTALLATION.ALL PROJECT N0: ELECTRICAL WORK TO CONFORM TO STATE /. ELECTRICAL WORK TO CONFORM TO STATE i. , AND LOCAL,CODES. 'SCALE- 4"=1 AND LOCAL CODES. ` .._/ ';;; v `.° 9 5 5—2 012 DRAWN BY: << BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED z /` JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT -' WRITTEN AUTHORIZATION. A" 4" 1 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D -A•K ASSOCIATES uc residential & commercial design.engineering•consulting ALL FIXTURES ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION P.O.Box 1615 phone: (631)433-9084 VERIFY ALL SWITCHING LOCATIONS WITH VERIFY ALL SWITCHING LOCATIONS WITH Southold,New York 11971 fcnc (631)466-3354 OWNER PRIOR TO INSTALLATION.ALL OWNER PRIOR TO INSTALLATION.ALL E-Mal: ssbn654@optonGne.net ELECTRICAL WORK TO CONFORM TO STATE Deerkosld,Arm&Kehl Associates,LLC•formerly East End Design Associates,LLC ELECTRICAL WORK TO CONFORM TO AND LOCAL CODES. AND LOCAL CODES. OWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ELECTRICAL SYMBOL LIST' to others or used in connection with any work RAB � or project other than for which they have been prepared without written consent. waterproof shielded"Dog House"style floor device PROPOSE D CANVAS WORK NOTES: with duplex receptacle on dedicated circuit,and COVERED voiceldata ireceptacle with cable drag line ENTRANCE duplex convenience receptacle OVER ADA RAMP duplex receptacle on dedicated circuit TBID-S TBD TBD-P TBD-P TBD-P TBD-P =IQb duplex convenience receptacle above counter Be PROPOSE D OA �OA OA � OA A PROPOSED -0o quad receptacle at teller head above countertop � � n C REFRIGERATION FREEZE R NEW NEW GFI protectted duplex convenience receptacle O C d O C COUNTER O C d \J UNIT d O half switchred floor recepetacle(brass plate-flush in floor) E " m � C Q e Ofw ADA ADA d Weatherproof lockable GFI protected duplex receptacle w > BATHROOM 0 BATHROOM Of z F TBD-PTBD-P TBD-P TBD-P f (dedicated(circuit) d E _w quadrecepttacle = JANITORIAL ' O A/C compressors CLOSET d ® voice/datai receptacle with cable drag line d C C �7 E R A B OC O C RAW BAR U C w O O O T f 4 ,� voice/datia receptacle clock receptacle �d �a = .� m 21068 21068 21068 d DISPLAY 5¢HELVES ABOVE d awl OA �d �d DISPLAY COUNTER DISPLAY COUNTER Z U PROJECT: 02 O light switch location t light switch with fan timer location �d OC OC OC OC OC OC OC OCOC OC OC OC f z CHLOEM LLCIM AREA k light switch with key lock location RETAIL Q provide all exit signs with battery backup as required O A O Q by code(V.I.F.) dual bead emergency spot lights with battery backup as required)by code(V.I.F.) countertop continuous plug mold L RETAIL COUNTER RETAIL DISPLAY COUNTER AREA CUTTING Southold AREA ROOM TBD-C O C O C L C C Fish voice/data drop with cable drag line for laser printer O O O OExterior Hii-Hat Recessed Light Fixture d d U A O DISPLAY COUNTER J O B Interior .- at Recessed Light Fixture(General Purpose) d w OC O C O C �d ACC ss OA LOCATED AT STAIRS 0c Interior Hi.-Hat Recessed Light Fixture(High Ceiling) �d D 64755 MAIN ROAD �d oU CDA O D Interior Hi.-Hat Recessed Light Fixture(Accent Light) Sitting J COUNTER (RT. 25) UE Appliance•to be hard-wired verify size of load Area w C C O C O C O C O C O C O C O C SOUTHOLD, NY. TBD-C NL d SSHELVDISPLAES U (GREENPORT FIRE DISTRICT) TBD-C- NL Hanging��$Mounted Fixture Outlet ,o PORT L O leml F1c DISPLAY COUNTER M CUTTI OA 0 TBD-P Surftce Mounted Ceiling Fixture Outlet �Kp, d C � DISPLAY SHELVES ABOVE �d TABLE U SCTM # 1000-056-4-22 p ---____-- 3068 UP R 3068 � DRAWING TITLE: ��dJPPER COU d 0 R ° d �d 3068 f Q BD� Surface Mounted Wall Sconce Fixture oadet OC O C O C �d W ER REFER O c O c ;_____________________________; U FIRST FLOOR ELECTRICAL TBD-31N Surface Mounted Wall Mounted Fixture Outlet d — — z AND REFLECTIVE KITCHEN � NYS APPROVED TYPE 1 EXHAUST HOOD d �d i i ICE M C INES CEILING LIGHTING PLAN ® New Bathnnom Exhaust Fan(ducted through back ofroof) WITH FIRE SUPPRESSION SYSTEM (Broan Sollitaire Ultra Silent-Model S 1IOU(110 CFM,1.5Sones)) I I A �f ATING COUNTE 0 OFFICE 9 J i LOBSTER d d Cove Lightting o v Z yh TANK OA f OA OA T D-P T D-P T D-P T D�+ d �0- i E �E i A f RAB .. w NL Night Lighting Circuit p E O C O C '------------------------------- Z w O O z = ® d A_ RAB metal halide wall pack 250watt(with cutoff en dp ►j+ �'' c14 D W SINK DESK E O E d E OA f OA �d �d s 12"x 48"Fluorescent Tube Fixture(covered) A �f OA OA � O f OA OA Provide all,HVAC wiring as required EXISTING CONCRETE EXISTING CONCRETE SET: ISSUED FOR: DATE: Verify all Resturant Supplied Equipment Power Requirements Verify remote landscape power locations NOTE:#1`VERIFY ALL LOCATIONS OF NAVIEN ON DEMAND CONDENSING HOTWATER HEATERS.(TO BE SIZED ACCORDINGLY) IF UNITS ARE TO BE INSTALLED IN ATTIC, ATTIC SPACE MUST BE INSULATED AND TEIMPERED. ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION ALL FIXTURES ARE TO BE VERIFIED BY OWNER r• VERIFY ALL SWITCHING LOCATIONS WITH PRIOR TO ORDERING AND INSTALLATION \� OWNER PRIOR TO INSTALLATION.ALL _ - ELECTRICAL WORK TO CONFORM TO STATE FIRST FLOOR CEILING VERIFY ALL SWITCHING LOCATIONS WITH S AE;,-•'.;,;, . - ; .• DATE: AND LOCAL COD OWNER PRIOR TO INSTALLATION.ALL ELECTRICAL WORK TO CONFORM TO STATE , , �/`„' ., :..�.-' ''. •,,�`' FEB 04 2013 _ SCALE' =1 AND LOCAL CODES. PROJECT N0: » , j.' 955—2012 DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJID J . CHECKED BY: UNDER FEDERAL COPYRIGHT LAW, SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A&D1102 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the autthorizotion JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•K ASSOQAM ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D .A.K ASSOCIATES iac residential & commercial design •engineering.consulting ALL FIXTURES ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION P.O.Box 1675 per; )631)433-90g4 VERIFY ALL SWITCHING LOCATIONS WITH VERIFY ALL SWITCHING LOCATIONS WITH Southold,New York 11971 fac (631)466-3354 OWNER PRIOR TO INSTALLATION.ALL OWNER PRIOR TO INSTALLATION.ALL E-Mal; ssbn654@optonIIne.net ELECTRICAL RVORK TO CONFORM TO STATE ELECTRICAL WORK TO CONFORM TO STATE ,Arm&KeN Associates,LLC•formerly East End n Associates,LLC AND LOCAL CODES. AND LOCAL CODES. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ELECTRICAL SYMBOL LIST: to others or used in connection with any work or project other than for which they have been prepared without written consent. ® Waterproof shielded"Dog House"style floor device with duplex receVacle on dedicated circuit,and voice/data receptacle with cable drag line WORK NOTES: duplex convenience receptacle duplex receptacle on dedicated circuit s duplex conveniemce receptacle above counter b quad receptacle art teller head above countertop E E c d GFI protected duplex convenience receptacle half switched floior recepetacle(brass plate-flush in floor) e Weatherproof lockable GFI protected duplex receptacle f (dedicated circuiit) quad receptacle A voice/data receptacle with cable drag line Avoice/data receptacle clock receptacle PROJECT: light switch location t light switch with fan timer location k light switch with key lock location CHLOEM LLC , ® provide all exit siigns with battery backup as required by code(V.LF.) dual head emergency spot lights with battery backup as required by code(V.I.F.) countertop continuous plug mold Southold voice/data drop with cable drag line for laser printer O A Exterior Hi-Hat Recessed Light Fixture F d ish it 013 Interior Hi-Hat Rtecessed Light Fixture(General Purpose) Amass LOCATED AT STAIRS 64755 MAIN ROAD O t; Interior Hi-Hat Rtecessed Light Fixture(High Ceiling) �E Interior Hi-Hat Rcecessed Light Fixture Accent Light) PROPANE FURNACE �D 8h ( gh) AND A/C UNIT =Qd #Dd 17 Appliance to be heard-wired verify size of load �E (RT. 25) PROPANE FURNACE PROPANE FURNACE AND A/C UNIT ANDA/C» SOUTHOLD, NY. TBD-C }— Hanging Ceiling]Mounted Fixture Outlet (GREENPORT FIRE DISTRICT) TBD-P - Surface Mounted.Ceiling Fixture Outlet SCTM # 1000-056-4-22 'DRAWING TITLE: TBD-S 1 Surface Mounted Wall Sconce Fixture Outlet ATTIC FLOOR ELECTRICAL TBD-SW�- Surface Mounted.Wall Mounted Fixture Outlet �d AND REFLECTIVE ® New Bathroom Exhaust Fan(ducted through back of roof) CEILING LIGHTING P LA N (Broan Solitaire U Rtra Silent-Model S110U(110 CFM,1.5 Sones)) Cove Lighting E E NL Night Lighting Ciircuit KITCHEN EXHAUST FAN UNITS z C] RAB metal halide wall pack 250watt(with cutoff) E 12"x 48"Fluorescent Tube Fixture(covered) Provide all HVAC wiring as required Verify all Resturamt Supplied Equipment Power Requirements SET: ISSUED FOR: DATE: Verify remote landscape power locations ALL FIXTURES.ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION VERIFY ALL SWITCHING LOCATIONS WITH VERIFY ALL SWITCHING LOCATIONS WITH \ ATTIC CEILHMOG PLA SEAL. — DATE: OWNERPRIOR'TOINSTALLATION.ALL OWNER PRIOR TO INSTALLATION.ALL ELECTRICAL WORK TO CONFORM TO STATE ELECTRICAL WORK TO CONFORM TO STATE `r F E B 04, 2013 AND LOCAL CODES. SCALE: AND LOCAL CODES, f' �,y� PROJECT NO: 955-2012 a i DRAWN BY: >> BDK © COPYRIGHT 2012 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. �k SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. A1o03 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•K ASSDDAM ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ALL FIXTURES ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER D °A°K ASSOCIATES u.0 PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION residential & commercial design.engineering.consulting ALL ELECTRICAL WORK TO CONFORM TO ALL ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. STATE AND LOCAL ODES. P.O.Box 1675 phone: (631)433.9084 Southold,Newyork 11971 fax (631)466-3354 E-Mal: ssbn654@optonrine.net Deerkosld,Arm d,KeN Associates,LLC•formerly East End Design Associates,LLC A . OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed B D E F H to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: I EXISTING I SLAB CRAWL SF CE CRAWL SPACE PROJECT: OSUM PUMPS oCHLOEM LLC CRAWL S ' � z ® a O Southold CRAWL S w SPACE a Fish Market CRAWL SPACE LOCATED AT CRAWL SPACE 64755 MAIN ROAD (RT. 25) SLAB SLAB SOUTHOLD, NY. ®® ® (GREENPORT FIRE DISTRICT) SCTM # 1000-056-4-22 DRAWING TITLE: CRAWL SPACE '' 10 BASEMENT ALARM AND CRAWIL SPACE QO ^ EMERGENCY LIGHTING Lii II I 0 0 0 0 0 0 0 3 PLAN I I I; -• I SPECS FOR TOP i' LOBSTER TK II OF - ii TO BE iI G I i PROVIDED BY OWNER ii ',•x. f ,:.• II iI CRAWL STEPS JI SPACE z � P SET: ISSUED FOR: DATE: A B C D E F H ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION ALARM AND EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FDCTURES WITH OWNER) S AL:,y , ,v;1, DATE: ALL ELECTRICAL WORK TO ® CARBON MONOXIDE DETECTOR STATE AND LOCAL ODES. CONFORM TO ALARM . t' FEB2013 B ASEMENT `>; /J., 'y PROJECTCT NO: AND 0: H HEAT DETECTOR (MAY REPLACE SMOKE DETECTORS IN CERTAIN AREAS AS ALLOWED BY NYS.CODE) t•`,1 y'i; 955—2012 I Os ';i DRAWN BY:DETECTOR r,EMERGENCY LIGHTING LAB BDK PULL STATION © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. CHECKED BY: ® �: � i ,..,` ___,,, SCALE: 4"=1' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD ® 10 LBI FIRE EXTINGUISHER MOUNTED IN WHITE RECESSED CABINET WITH VIEWING WINDOW UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: © 10 LBFIRE EXTINGUISHER MOUNTED ON SURFACE PLANS MAY NOT BE REPRODUCED WITHOUTWRITTEN AUTHORIZATION. An mm [� EMERGENCY LIGHTING ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF MU10 I EXIT SIGN WITH EMERGENCY LIGHTING D.A.K. ASSOCIATES, LLC.THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ® WALL MOUNTED STROBE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of ® WALL MOUNTED STROBE/HORN Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKi PE ALARM SYSTEM TO BE INSTALLED BY IINDEPENDANT MONITORING COMPANY AS PER NEW YORK STATE CODE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSO(ZA1ES,nc ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS l n _ D •A®K ASSOCIATES uc ALL FDCrURtES ARE TO BE VERIFIED BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERINGINSTALLATION residential &commercial design a engineering.consulting PRIOR TO ORRDERING AND INSTALLATION ALL ALL ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. E WORK TO CONFORM TO STATE AND LOCAL CODES. P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fac (631)466-W ALL ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. E-Mal: Design 4�opfates,LLC Deerkosb,Arm&Kehl Associates,LLC a formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC• No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. PROPOSED CANVAS COVERED WORK NOTES: ENTRANCE OVER ADA AMP PROPOSED PROPOSED NEW NEW D REFRIGERATION FREEZER UNIT COUNTER 0110 Li 0 w w ADA ADA w Y J BATHROOM BATHROOM � z = w JANITORIAL C kL1JCLOSET RAW BAR O0:3>7i s IEXITI ® DISPLAY SHELVES ABOVE Y s DISPLAY COUNTER DISPLAY COUNTER U PROJECT: z LA EII RETAIL Q CHLOEIV9 L L C AREA EsOJ ® RETAIL ® DISPLAY COUNTER VIEWING 0 RETAIL COUNTER AREA AREA CUTTING Southold ROOM Z Fish Market 0 � DISPLAY COUNTER Q ACCECSS LOCATED AT Z STAIRS 64755 MAIN ROAD 0o ADA COUNTER (RT. 25) Ea -� SOUTHOLD, NY. DISPLAY SHELVES U (GREENPORT FIRE DISTRICT) 00 DISPLAY COUNTER PORTABLE O M CUTTING O DISPLAY SHELVES ABOVE TABLE 0 SCTM # 1000-056-4-22 s sM -----�- 3068 z s ------------- UPPER ® O DRAWING TITLE: UPPER COUNTER COUNTEER o FIRST FLOOR REFER REFER BELOW COUNTrFP ® ---------------------------- J - - z i ALARM AND KITCHEN z ' EMERGENCY LIGHTING Q i i ICE M C INES ® ® cn Y OFFICE I I S►H NYS APPROVED TYPE 1 EXHAUST HOOD FLOATINIG COUNTER w it � i LOBSTER PLAN WITH FIRE SUPPRESSION SYSTEM s v z i TANK -J Q I I J W I I I I 7 W O O O on M 0 H C7 ' SINK N DVN SINK 51NK DW DESK � �p to � SET: ISSUED FOR: DATE: C ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION ALL ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. r4 ED FIRST FLOOIEX�l ALA00" M Aim � r f sue,, - L- ALARM AI4D EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FIXTURES WITH OWNER) EMER'GE10140CYAL:V- M r�. DATE: ® CARBON MONOXIDE DETECTOR �' FEB 04, 2013 SCALE 1"=1' ,, , z - ; PROJECT N0: H HEAT DETECTOR (MAY REPLACE SMOKE DETECTORS IN CERTAIN AREAS AS ALLOWED BY NYS.CODE) a '. �, '% 'Ili 955—2012 Os SMOKE DETECTOR DRAWN BY: COPYRIGHT 2013 D.A.K ASSOCIATES LL . �:•�"y;-�'� :. ^� ''�';�'� BDK © C ".-..-,. � CHECKED BY: If ALL STATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED "-= �� JJD [�] 10 LB (FIRE EXTINGUISHER MOUNTED IN WHITE RECESSED CABINET WITH VIEWING WINDOW UNDER FEDERAL COPYRIGHT LAW. i SHEET NUMBER: 0 10 LB FIRE EXTINGUISHER MOUNTED ON SURFACE PLANS MAY NOT BE REPRODUCED WITHOUT g WRITTEN AUTHORIZATION. rem 'Alk EMERtGENCY LIGHTING ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AUWZ EXIT SIGN WITH EMERGENCY LIGHTING D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ® WALL MOUNTED STROBE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of WALL MOUNTED STROBE/HORN Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk Count t. of Health Services, Town Building ALARM SYSTEM TO'BE INSTALLED BY I� De VDEPENDANT MONITORING COMPANY AS PER NEW YORK STATE CODE y Dept. © D•A•!C ASO(7A1F.S,t>c Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE agencies prior to construction.