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HomeMy WebLinkAbout37671-Z ~~q4. Town of Southold Annex 9/18/2013 ~ P.O. Box 1179 54375 Main Road 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 Sec/Block/Lot: 56.-4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofiiced dated 11/15/2012 pursuant to which Building Pernrit 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 _ t riz ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT ~ ~ TOWN CLERK'S OFFICE ~ SOUTHOLD,NY .~~-0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 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 #8608SE and Planning Board Approval. At premises located at: 84755 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 Building Ins ector Form No. G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % 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 ofOccupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $70.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - ${00.00 3. Copy ofCertificate ofOccupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. ~ 1 / ~-rr- New Construction: / Old or Pre-existing Building: V (ch1eck one) Location of Property: Co~f~'S-r ~f' ~-S C~r^eehOo~- House~~No11.~~ Street Hamlet Owner or Owners of Property:~'!i4'~eS ~'I?~9ht,.~tgt2l?~ Suffolk County Tax Map No 1000, Section ,S (p Block t'~ Lot 2 Subdivision Filed Map. Lot: Permit No. ~1 ~ Date of Permit., Applicant: CYl ~ UL 17.. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ n ~ J / Applicant Signature ~o~~pF SO!/ryOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road ~ ~ Fax (631) 765-9502 P.o. Box 1179 c e roper.richert(c~town.southold.ny.us Southold, NY 11971-0959 ~ ~ i~ o~yCOU~,N~ 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: ~JF) 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 FiMures 19 HID Fiztures 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 Fixture Time Clocks 1 Disconnect 2-20 Switches 27 Twist Lock Exit Fixtures 1 TVSS otner 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 exiVemergency lights Notes: Inspector Signature: ~Y Date: Sept 17 2013 81-Cert Electrical Compliance Form.xls ~o~~pE SOUl~o~ Town Halt Annex ~ ~ Telephone (63l) 763-1802 54375 Main Road ~ - Faz (63 Q 76$-950F - P.O. Box l 179 G Q Southold, New York l 1971-0959 ~ ~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: L ~ ~ ~ - (.3 Building Permit No. owner: ~yJ~a I,~ M o c P ease print) c Plumber: ~ ~ ,t) ~ Zr c~ 1 \ ~J v~ 14 ~Jc. ~ l~ e~t'n/~ (Phease print) I certify that the solder used in the water supply system contains less than 2/10 of 1 Ieaa. ers Signature] Swom to before me this day of z'm~n 20 ~ 3 ~s,~~ u+~rcr{ NotaryPublic,S~l~C~~~ County ~+icta, k~r;c 5tai ~r,a~,=~~,tt i +S~ f I i3 ~ t~ n'r_ V~ at' ~ / o~~,Of SOUl~ 3~ TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION [ FRAMING STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: l.~/~~-f'.~y,~i„~ t. DATE ~f /3 INSPECTOR - / O~,pOF SOGTy„ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT N [ FOUND TION 1ST [ ROUGH PLBG. [ ] F DATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRIC (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: i DATE ~ 3 INSPECTOR ~o~~,~F ~T~ 'F f V// ~ ~1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRNCAL (FINAL) REMARKS: ~ ~ cG- DATE ~ ~ ~ ~ INSPECTOR ' n ~ o~,i,OF 8W/Ty¢o TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] R GH PLBG. [ ]FOUNDATION 2ND [ INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: C' "'"~-lam .~a~v-~- DATE 47 ~ INSPECTOR ~ I ~~,oF sWlyO6 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] RO GH PLBG. [ ]FOUNDATION 2ND [ ] SULATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) G _ c~ 3 ~a-f !S G ,f (~S ~ ~ DATE C ~ ~`3 INSPECTOR ~^~I i 111 / 3/ ~J~~ O~~,OFSOUIy~ (]j JIB / U2 ( - ~+~nr,+~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION I [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) t~iy R~ ~ REMARKS: D GU~~2-C-5 ~ ~ F.~~ i~l/1/~~ D~ Ic~~YYlm1/~~ _ SS ~-~?i ~ ~s T~Tz n1 ~ ~n15 ~ 2 ~rrce~ ¢ ` ~ Jul DATE ` ~ ~ - / INSPECTOR ~ ~ * ~Of SOUryO~ ~ ° ~ ~ I C ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]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: I~~ - fl K ~ -o / -0~ ~ bN DATE ~ - ~3 INSPECTOR ~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] RO H PLBG. [ ]FOUNDATION 2ND [ ] SULATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTOR ~o~,~oe souryo6 ~ ~ OWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ,ELECTRICAL (FINAL) REMARKS: DATE ~ 1~ INSPECTOR vw J~ ' caTS ~O ' _ Dpi ~ ~ ~ '7s' ~p ON (1ST e~, o ~!1~a . O - ~i ti~ ~ x~ovag~ cJl pL~g~iG .9 6 ~ II1 ~ COpE ~ ST J ~ a t 1 ~ ~ C..y - . r Cy m ~DITIONRI+ COA~nTS ~ r ~ y 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 Platuring Board approval FAX: (631) 765-9502 / Survey SoutholdTown.NorthFork.net PERMIT NO. 3710 Check Septic Form N.Y.S.D.E.C. Trustees ~J ~ Flood Permit Examined / ~ ~ 20 Storm-Water Assessment Fonn Contact: Approved. ~ ,20 ~L Mail to: ~Rt~ qSS~ t_t-e.- Disapproved a/c PA, ~o~ llo'1S~ Sc~.r: Ho~A }N`~• 114°11 / Phone: (riyjl-''/3~-90~°,~l Expiration 2 28 , f2~0~ ~ ~ j/ D IS ~ LS 8 v l5 Building Inspeo((t///or ~ 2012 D PLICATION FOR BUILDING PERMIT NOV 5 Date , 20 f2 BLDG. DEPT. INSTRUCTIONS TOWN OP SOUiHOID 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 zonhtg amenrhnents 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 a of applicant or name, if a corporation) Po. GSoF lb"ts (Mailing address of applicant) State whether applicant is owner, lessee, agent, azchitect, engineer, general contractor, electrician, plumber or builder F~(1FN 1 Name of owner of premises CNl_C~F_M LUC. Cs~~?o~0 Flst-1 MARK-f~T~ (As on the tax roll or latest deed) [f applj9anj i~a pQr~ration, signature of duly authorized officer (Nam title of corporate officer) Builders License No. T,, t-3~D, Plumbers License No. T,i~A . Electricians License No. T,P,,d, Other Trade's License No. T,BD, I . Location of land on which proposed work will be done: (o475S N/R1N 1<uAD (Ki 25~ ~~t~o up _ House Number Street Hamlet pS(o County Tax Map No. 1000 Section ~B98~et~ Block y Lot 2 Z Subdivision _ Filed Map No. Lot _ 2. State existing use and occupancy of premises and inte ded use and occupancy of proposed construction: a. Existing use and occupancy ~4~ ~erZT,r tr,r~ K~~aea.,i b. Intended use and occupancy -P4-~ ~'~c-~~~ (-.-~-rr~"~- 3. Nature of work (check which applicable): New Building Addition Alteration Repair ~ Removal .Demolition Other Work P1w~wxi~otas 4. Estimated Cost) Ot) D Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units NA Number of dwelling units on each floor NA !f garage, number of cars U A , too°l~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Mll, ~Cor~rnr=,ec.,al 7. Dimensions of exis ang structures, if any: Front~O ~ q ~ Rear Qi0 r-~l Depth 3`Z i Io`~ Height 2©- $ Number of Stories S Dimensions of same structure with alterations or additions: Front $0 ~ 9 ~ Rear Depth 39 ~ 1e" Height 2 0'- S" Number of Stories 9. 8. Dimensions of entire new construction: Front NPs Rear N R Depth N A Height NR Number of Stories NA. 9. Size of lot: Front 300` Rear ~ ~7 ~ l Depth 10. Date of Purchase ~UC+ 2a12 Name of Former Owner C~~1~ PfOPE2i ia=S 11. Zone or use district in which premises are situated ~4~ 12. Daes proposed construction violate any zoning law, ordinance or regulation? YES_ NO X 13. Will lot be re-graded? YES NO~WiII excess fill be removed from premises? YES! NO X El 1. b FiM L_l..L 14. Names of Owner of premises Cso?nfo.o F1sH MnlYb~ddress Phone No. Name of Architect DQ.k Aswc. Ltd Address P.~, dos.. 1675 11471 Phone No (~31-93'3-`io84 Name of Contractor "f'Rvs. Address T6D Phone No. Tg~ I S a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this properly 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 )C * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNT'YOF SvFF~x.t~) ~R.~rr ~izuc- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~<`~Fnl 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 7~' day of 0 20 I ~ /~t~'U~ _~~i.c.~'a Notary Public V1CS(1 iOTN atwe of Applicant Notary Public, Statb et New York No.01TCo19"596 Qualjlied +n Sufio~a Coun~ Com!^us,us ~-roir2;: Js'ly 28 ~ BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ~~~~oF SO~Tyalo 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 James Dinizio, Jr. # # Office Location: Gerard P. Goehringer ~ Town Annex /Firs[ Floor, Capital One Bank George Horning • ~O 54375 Main Road (at Youngs Avenue) Ken Schneider ~.yCOU~ Southold, NY 11971 l http://southoldtown.northfork.ne[ ~ ~ ~ ~C ~ ~ ~.I~ ZONING BOARD OF APPEALS I~JI TOWN OF SOUTHOLD i DEC 2 7 2012 Tel. (631) 765-1809 • Fax (631) 765-9064 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: 647SS Main Road (aka NYS Rte 2S), Greenport, NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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 deteimination 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 2S), 200 feet along the 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- SSB (S) to operate a Fish Market with combination of wholesale and retail sale of finfish and shellfish. 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 Page 2 of 4 -December 20, 2012 ZBA Fileg6608 - Ch;oem, LLC SC'rM: 1000-56-4-22 when he maintained the Fish Market operations. The lease agreement between the Southold Fish Mazket (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 aze letters of support for this application submitted by Braun Seafood Co. (a Fish Market business similaz to what the applicant proposes) and by the adjoining property owners to the east. There was testimonial support during the public heazing 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 Specia] 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. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: 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 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: A. That [he 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 appeazance, creating a compatible appeazance 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. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried to GRANT, a Special Exception, as applied for, and shown on the Survey prepazed by John Metzger, L.S., last revision dated Oct. 26, 2012 and the architectural drawings prepared by D.A.K. Associates LLC sheets S 1, A 101, A 102, A 103, 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 for a public hearing to consider the revocation of this Special Exception permit and/or the need for additional relief from [he 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 N}'S 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. Page 4 of 4 -December 20, 2012 ZBA FileN6608 - Ch;oem, LLC SCTM: 1000-56-4-22 Vote of the Baard: Ayes: Members: Horning, Weisman (Chairperson), Dinizio, Schneider, Gaehringer. This Resolution was duly adopted (5-0). Q~ ,cv`i//~ZC~C~4 Leslie Kanes Weisman, Chairperson Approved for filing ~,t/ 'l6 /2012 ~©y~~°~ SA~r~6 Tuwu tia0 Annae ~ ~ Telq~kone (68U 765480E p.05 6aoc 1179 o~18rt1C1i6~. ~ ' .nY.US - SaNhold. PIY 11971.0959 Y . . ~`Y(("WI111. BUIII3ING DEPARZII~NT TO~i OF St)UTHOLI? APPLICATION FOIE ELECTRICAL INSPECTION - REQUESTEQ HY; 0-,' C.~ Q~ l ~ ~ t)afe: Company Name: ~ C.O v v~ : ~ ame:. I ~~(Z.. cease. No,: DOS L address: op Cwt ter. P,. . SouzNO•d. U`? tl`~? l Phone No.: f,.D ( Z ~oZ 8 JOBSITE II~IFORMAT(Old: ~"`lndicates required infarrllatiorl} -A~r~l~s: _ lo5(7S /~'1A~N s© f.~c~( - Cross Street: "Phone No.: r- Permif No : " 'l ly~ 1 Tax Map Disfilct: .1000 Section: ~(A Lot:~_ "BRIEF D[rSCRIPTION OF WOR1E (Please P1tnf CI$arly) ' .(Tease.Ch~sle ail Thai: Applgj *Is jokr ready for lnspecUon: NO Rough In' ~ Flnaf "Do you need a Temp Certificate: ~ NO Temp ~Mfolmatian rlf treeded} - - •geryjcg$Izg: 1 Phase. f ~Phas 10Q 1~ 2QU 300 35Q 40 Other `Nevv Sgryipg: Re-connect Underground Number ©t Meters Change of Service Overllead~ Addifio fo anon: PAYMENF DUE (KITH APPLICATION ~ \ `65 . o~ ~ ~ MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD ChWH.CENSKI hOJ~~O~ SOUjyQ/- Southold, NY 11971 `~jL OFFICE LOCA'PION: WILLIAM J. CREMERS T Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 _ JAMES H. RICH III ~ (oor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR D~~Ca'nm ~ Southold, NY u~ ~ ~ Telephone: 631 ?85-1938 Fax: 631 766-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plann~i,~ Date: January 8, 2013 (`~~??-i~) Re: Proposed Southold Fish Market 5CTM#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 mazket. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J. WILCEIVSKI ~~0~ SOUryQ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM 3. CREMERS Town Hall Annex PIERCE RAFFERTY G~ Q 54375 State Route 25 JAMES H. RICH III i1~ ~ i4 (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR gy~~UNTI ~ Southold, NY vn i Telephone: 631 765-1938 Fax: 631 766-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Apri111,2013 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: / /06/07 Applicant: Owner: Gr~LDEy`7 LLc Architect/Engineer: ~~e~~c.~ Estimated Cost: SCTM# 1000- J~~/ ZZ Subdivision: Zone: ~ Conforming? Property Address: CoY~S.~ Z~ City: J~y~.^-ice Pre COs? Building Permits (Open/Expired): BP -z / Go Z- ,Info: BP -z / Go z- , Ingo: BP -Z / GO Z- ,Info: BP -Z / C/0 Z- ,Info: BP -Z / GO 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 RFQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height . ACT/. Height Project Description: G~-~.Qrc..-._ ~ . R'aterfront? Y or If yes, water body: Panel# ~ Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REO,UIRED Suffolk County Health: Y or N - If yes, *Bed#: *Date: *Permit#: Town Septic. Y or i - If no, certification required: Y or N Received: Y or N By: NYS DEC: ex~oec vnns 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: y~~~' Gt/FCr/ /!~~%4.e~-~ ~{'~7%~.,t~.~.~ Fee Structure: Calculation: Foundation: SF 1. ( SF)- LSF)= 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 CHECI{I,IST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Grountl Snow Load: 45 Wind Speed: 120MPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36"Termite: M-HDecay: S-M • Design Temp: 11 _ Ice Shield Underlay: YES ~ Flood Haeaeds: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCAIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS; Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/IV LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N .LIVE: Y/N DEAD: Y/N SNOW: Y!N SEISMIC: Y/N WLND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREA4ENTS: Y/N EGRESS 5.7 S.F.: Y/N s LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N 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 Tyoe(sl Floor Area Fish Market (Retail) 2707 Section 3: Requirements Checklist r Climate-Specific Requirements: Component NamelGescrlptlon Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Root 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 Wintlow 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 tt. 66 10.0 Floor2: 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 certifietl 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 t of 2 ~ 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 asleeping/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 Vork 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 a ~ ned this p g Y g that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications ar ~ co f nce N tK'Si~ ~ ' DEfq /'J~ J~m'ES~L~~£~.uas rG~ ~ 5 ~o ~ i o zo~3 Name -Title ~ ~ ' d Date w w +l~ z r , L C? ~~~~~ROfrG7 ~aP~' Project Title: Southold Fish Market Report date: 09/04/13 Data filename: C:\Program Files\My Documents\COMcheck\Southoltl Fish Market 02-12-13.cck Page 2 of 2 COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code ~G~~/3 Section 1: Project Information ~ - 3 ~ Project Type: Addition ~ Project Title :Southold Fish Market q Construction Site: Owner/Agent: Designer/ContraQor: 64755 Main Rd. Chadie 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£075 631 X33-9084 Section 2: General Information - BuildingLocatia+(for weather data): Suffolk, New YOrk I I ~ i ' Clintde Zone: 4a ` ~ i I &iiAYrgTj~prTa~wbte-Requirements: Non-Residential ~ ' ~ U ~~P~~ 7% ~ ' FEB 1 3 2013 9igltY®1e1B1eNrgiTtoof Area Pct.: + % ~ I Activity TVOe(sl FloorArea I Fish Market (Retail) 2707 'S i' f Section 3: Requirements Checklist ClimateSpecific Requirements: Component NamdDascriptbn Gross Cavky Cont. Proposed Budget Area or R-Yaloe R-Value U-Factor U-Factorlat 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 Wa111: Wood-Framed, 16" o.c. 1865 15.0 0.0 0.083 0.089 Window 1: Wood Freme: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 - - Floor2: Wood-Framed 1284 19.0 0.0 0.051 0.033 Floor 3: Woad-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 manufacturers 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: 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 ~ achieves the rated R-value without compressing the insulation. ~ 7. Slair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motodzed 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 asleeping/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 specifcations are in compliance with this Code. Name -Title Signature Date Project Title: Southold Fish Market Report date 02113113 Data flename: C:\Program Files\My DocumentslCOMcheck\Southold Fish Market 02-12-13.cck Page 2 of 2 GENERAL NOTES: SAFETY NOTES: COMMERCIAL RENOVATION & CONSTRUCTION CONTRACTOR N 0 T E S General Notes: 1 . GENERAL ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 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: ASSOCIATES, 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 FresIdentici A° c "-5S0C"-"`ES^ LLC a mmmercl°I tleslgn .engineering.cansuliing 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 Sheet phone: 16311 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, Westhampton Beach,New York 11978 fox: 16311466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. E. Trusses shall bear a agora number and shall be manufactured by a registered manufacturer, MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E-Mail: CAm18B88@aol,com E, ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. oeerao:a,Armaxenu:�aeieies uc am,me�E°a entl oeaang::oeime:.ITC F BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, , ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: T 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. 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 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the ideas, design and arrangements. represented oof f SD.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 (A PSE retention) SYP #2 or better 3 DUST CONTROL: r others or use in conn with any work or projectct other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED gDesign valuos; A DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. , CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR Framing Lumber DF (north) No. 2 or better REMOVAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. = 1,600,000 PSI B, CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E OR DURING THE EXECUTION OF THE WORK. Fv = 95 PSI C, HEAVY DROP CLOTHS. WORK NOTES: 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES Fib - 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: A PROVEDASNOTED 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: OCCMIR Fv = 285 PSI DATE' �� ��"B.P.X 37471 a 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 6111 SEI�p UNLAWFUL FEE�'1"` "` BY B. EXCEPT LEGAL HOLIDAYS. DTHER'�P1J' A � THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. lj NOTIFY BUILDING DEPA ENT AT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK R2 765-1802 8 AM TO 4 PM FOR THE 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS OF OC UPANCY FOLLOWING INSPECTIONS' DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED To COMPLETE THE JOB, 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 SERVIC S TO THE OWNER. 1. FOUNDATION-TWO REQUIRED 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLE) 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 FOR POURED CONCRETE INCONVENIENCES TO THE OTHER NEIGHHBORS. 2. ROUGH-FRAMING,PLUMBING, 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 STRAPPING,ELECTRICAL B CAULKING LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAN ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 3 INSULATION 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 4 FINAL-CONSTRUCT ION BELECTRICAL 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 USERS FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ALL CONSTRUCTIONSHALL MEET THE 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 RESOLUTION. 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 PROJE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ALL CONSTRUCTION SHALL 14, THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT of THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME To BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAN ASSOCIATES, LLC, OR MEET THE REOUIREMENTSOFTHE 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 COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, CODES OFNEWYORICSTATE. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CHLOEM LLC. SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. Commercial CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C nI /� (�I II p GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ROOF DRAIVA1jE �ALI�ULAToI\S. Building 5"QW DEBGO FRDST LINE TER DESIGN °"DERLAY_ "°°° WI"D ExP°`SORE OVERVIEW OF CONSTRUCTION TO BE PERFORMED :45LOIbs/sgft SP20° frTpI(mph) CATECGORY WEATHERING °S TO" MOUERA TEMTO HEAVY SLIGHT °TO DECAYTEMP. 11 rdegPees MENTI REQUIRED 1HAZARD s CATEGORY DESIGN CRITERIA q ROOFROOF AREA—2282 sciftsa/ft LOCATED O PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ) REMOVE EXISTING SIDING, WINDOWS, DOORS AND SOFFITS 64755 MAIN ROAD • V = A x R % C (h pounds per square foot) (RT. 25) R = USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 2) PROVIDE AND INSTALL ALL STRAPPING A S PER N Y. STATE CODE A = 1783 RAINFALL SOUTHOLD, NY, COEFF C = OEFF. USE OCCUPANCY EXTERIOR BALCONIES 60 10 3) CLOSE IN ALL OPENINGS FOR DOORS AND WINDOWS TO BE REMOVED LL = .nit = 10 (GREENPORT FIRE DISTRICT) Mil Mil DECKS (f) 40 10 4) FRAME ANY NEW OPENINGS FOR NEW WINDOWS AND DOORS V = 1783 x I x .166667 = 297.17 c.f. p �p� �` SCTM # 1000-056-4-22 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (°) 10 (5) INSTALL N E YV WINDOWS 298 / 42.25 VERTICAL FT. / FT = 7.05 V.F TYPE GROUP ATTICS WITHOUT STORAGE (bid) 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 7) INSTALL NEW SIDING POOLS TO BE PLACED ON OPPOSITE SIDE OF HEIGHT AND FIRE AREA g/1 INSTALL NEW E A S G A S HOUSE AND LEADERS TO BE PIPED TO POOLS ROOMS OTHER THAN SLEEPING ROOMS 40 10 S` SOFFITS HEIGHT FIRE AREA SLEEPING ROOMS 30 10 9 ) INSTALL NEW SOFFITS ALL OVERS TO BE TRAFFIC BEARING HFIGHT BUILDING, STAIRS 10 ALL MULTIPLE POOL SYSTEMS ARE TO THE VERTICAL DISTANCE 40 (c) THEFROMAGRADEVERAGE PLANE EITp UNLIMITED STORY AREA THE ABOVE CONSTRUCTION IS TO MAKE THE BUILDING WATER TIGHT TO BE CROSS-CONNECTED THE HE HI GE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) Opp (c) 1p OF THE HIGHEST ROOF q5 PER TABLE 503 SURFACE = 14'-11°%" PREVENT ANY FURTHER DETERIORATION OF THE BUILDING OR AS PER SECTION 502 OF ROOF 30 10 THE BUILDING CODE OF NEW YORK STATE, °) PLOUND LOAD APPLIED°OVERSA"2o-SQUARER NECH`AREAP°RT'"G " 2,000- N 0 ADDITIONS WILL B E MADE TO THE BUILDING WITHOUT THE PROPER PROVIDE A AROUND WIDE x IMITE DEEP TOTAL HEIGHT FROM RIDGE To GRADE 20'- 1/6' TRENCH AROUND THE PERIMITER OF THE IT) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, PERMITS HOUSE FILLED WITH 18" OF BANKRUN LUMBER SPECIES AND 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 02 AND BETTER STRESSES. 2 STONE ALL EXT, DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN GENERALNOTES ACCORDANCE WITH SECTON R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS PLUMBING RISER DIAGRAM TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE t1T� S SET'. ISSUED FOR: DATE: rMINIMUM SPECIFIED h r. ll t'I IS D AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA SEVERE (b) DEC -B 20 FIRST FLOOR 2707 sq, ft. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,50D (c) BLDG DEPT SEAL: DATE: BALCONY NA TaV1I`I OF°�oUTHOLa OCT. : 2012 OFT NA ATTIC HOUSE a NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) PROJECT N0: NA GRADE, EXCEPT GARAGE FLOOR SLABS © COPYRIGHT 2011 DDA K ASSOCIATES, LLC. 955-2012 ATTIC HOUSE 5 NO SUBSTITUTIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NEW DRAWN BY: GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All Framing Hardware Shown on these Plans, tE DE ro BON ATTIC GARAGE a NA agsEMENi WALLS, FouNDgnoN wALLs, ExrERIOR wALLs AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Unless Otherwise Indicated, Is Simpson Strong- UNDER FEDERAL COPYRIGHT LAW. ex ER�oPS- CHECKED BY, BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PLANS MAY NOT BE REPRODUCED WITHOUT U' SCREENED PORCH NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Tie. No Substitutions are Approved or Authorized. * >e JJD EASTERN DECK NA WRITTEN AUTHORIZATION, r z PoacHEs, CARPORTS AND STEPS ExposeD To EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Due to the Relationships of Framing Hardware ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2 F w SHEET NUMBER: WESTERN DECK NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES' U.C.FRONT PORCH NA SHEATHING NOTES: to the other Components of the Structure, any NF 'Fo 072 xa� FramingHardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Oq G 1 SDE PORCH Na PLANS IS IJCENSED EXCLUSIVELY TO THE BUYER. Ro N PAPER These Plans Null and Void, and will Result in the POOL HOUSE CABANA NA FOR 51: 1 POUND PER SQUARE INCH + 6.095 kp° Installer COntfOCLOP AssumingResponsibility for UNCOVERED ENTRANCES NA FOR S 28 DAYS PSI p y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301 2H) FOR WEATHERING POTENTIAL (1) SHEATHING TO BE NAILED TO CCA SILL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept DOB NUMBER of (°) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Of Health Services, Town Building Departments, DEC, FEMA, etc DEERKOSKI, BE (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (dc ) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (4) SHEATHING TO BE NAILED TO TDP PLATE ost all conditions, Codes, and requirements W11h such Og¢nCl¢s prior l0 J SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT OnstNCLIOn. © D•A•% ASSOCIATES, uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE Ed NAILS THIS MTS20 LTS20 I.Ac— LA H L TWO ea NAILS IHIs awa LE LOADS ° LOAD SIRE W mHs$, FASTENERS a LATERAL WITH Ad NA FOUR MODEL GA UPLIFT UPLIFT (133/1600 NAILS CODE IN NAILS NO TD TO TO AVG NAILS REF. RAPIERS/ pLAIEs STUDS ULT INTO mG9s, TRuss Oaa7 (1so) 5 5 Igo) ___r_ STU REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP PROVIDE (1) HGA10KT ON H] Ifi 4-Bd 2-Btl a-6tl 2991 +309�85400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTE$ AND TAKE-UP WASHER SIDE OF CEILING LOST D °A K ASSOCIATES LLc PROPER INSTALLATION PROCEDURES AND ON siDE aF RAFTER o HE Ifi B-Btl 8-Btl 3983 656 5, 44 resltlenilal 6 cpmmerclal design •engineenng•consulting FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS Tµ0 ARTk'x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN W000 MEMBER CODE Btl NAILS / 516 MOR Stmel phone: 1631)]67-6E]I NO. GA REF INTO • / •• "p' WlD`i"s`LANR L QTY DIA ULT 2" 24 },, } ' LFTA �^ 2" 2k" 3" 31" LFTA PLATES •0 Westhampton Beach,New York 11978 fox: 16311 466-3354 Bd E-Mall: CArm8888®aol.com EIGHT S P 4 sNpNAILS OeoIXask.Artn 8 Kehl Assodafe;LLC o formeay Easf Entl Design Assodofes,LLC LFTA Ifi 2f" 1]" 3811" Ifi—tOd — 4200 1205 1400 5, 44, 85 INTO DOUG—FIR LARCH / SO. PINE FASTENERSs ALLOWABLE UPLIFT LOADS° OWNERSHIP & USE GF DOCUMENTS. MODEL L AVG IOd IGd x 1I" CODE These drawings and specdicotions including the NO. led 10ax1k" ULT REF LETA STA21 ideas, design and arrangements represented (133 / 160) (132) (160) L therein, are the property of D.A.K ASSOCIATES, LLC. No part thereof shall be copied, disclosed MT516 16 14-10d 14-10d x 14' 3116 1000 Bop 1900 3, 41, 128 to others or used in connection with any work or project other than for which they have been MTS20 20 14-10d 14-10d x 1k" 3116 1000 840 1000 3, 41, 128 ARTill prepared without written consent, Simpson Strong—Tie _ HGA10 WORK NOTES: LST20 20 12-1 ptl 12-10tl x 14" 2383 775 220 720 3, 41 COW DETAIL HE", •• COUPLER NGT DOUG-FIR-LARCH Equal number of TTPE of DIRECTION ALLOWABLE LOADS CODE specified nails in MODEL CONNEC— OF LOAD FLOOR ROOF 133 NO. TION ( / each end „ M (Too) (Izs) 160 Simpson Strong—Tie DETAIL K G 515 545L CS16 LTP4 5 J 515 6456, 39, 97 H 515 645 g DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LDADS�'r'•(DF/SP) (ll3) ryOLDOWN HOLD N12 ARTgN12 STUD LENGTH aF BOLT z° DEFLECTION AIRIGHEST CODE 5„ , MODEL MACHINE AVG AT HIGHEST REF STU B — N0, BASE B°DT ANCHOR BOLTS LLT' IN VERTICAL W0a0 MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B 50 CL DIA' k DESIGN WHEN RAISED OFF o00 SIMPSON oTr GlA 11" z" z3^ " 33" sl, Log6 1 P A TAKE-UP WASHER H02A 16 12 AS' 2j" 2r 8" 2J" d" i/," 9' 2 k' 12150 1555 2055 2565 2225 2225 2260 0058 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS 'QRTg"x12 No GF / sP CODE w L sno' PLATE uLT, (133) (160) REF, SP4 3r}" 24" —16d x 14" 2017 ]}5 885 2, 40, 127 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO GA W L NAILS FLOOR (133) (150) REF. LSTA21 20 11" 21 — 905 1205 1295 J, 40, 90 PROJECT: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0, GA W L NAILS FLaOR (13}) (160) REF. loD Simpson Strong-Tie MSTA24 18 1 24 - 1025 1370 1640 7, 40, 90 LUS46 MODEL TOTAL MODEL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LI N0. (LENGTH ERG GA CUT LENGTH (TOTAL) SPACING REF. HD2A CHLOEM LLC. OF ROLL (100) (I}} / Ifio)' IN A ROW NOTE', ALL HANGERS TO BE USED ON THIS PROJECT Simpson strong-Tie CS16 15O' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE Hfi DIMENSIONS FASTENERS M p p NOTED, FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO GA HEADERS LOOR IOD SNOW 115 ROOF 125 CODE 'IF"W n B Ind 16d JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F O m m e rc i a l Loa 162 tpa Ifio 1oa 162 REF, ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 ° 43" 2 q-1fitl 4—lfitl 1°00 1150 1250 ], 40, 127 DETAIL TT IITII 5 HU5210-2 14 3i 9,11 2 B—I6tl B—I6tl 1650 1900 2065 1, 36, B4, 122 Illi lt]1L 1 STU 8 — ARTS"x12 SIMPSON Building —I ARCH PI" A DWARFS L s TAKE—UP WASHER FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/ifi0) REF. NO. GA ULT. TO RAFTERS TO PLATES TD ATU65 (133) (160) F Fy LOCATED AT HGAI ONT 14 4—SD5k"xlk" 4—SOsf"x3" 152} 435 435 II65 -- 160 64755 MAIN ROAD cNW- (RT. 25) SP COUPLER NUT USE A MINIMUM OF CNW— Tµ0 Ed NAILS THIS COUPLER NUT 51DE OF TRUSS. sP4 sMPsoN SOUTHOLD, NY. TOTAL FAIR �. • ° SE A MNAILS of STU LSTA21 85"— GREENPORT FIRE DISTRICT Ed NAILS Iwo ed auks THIS INTO muss SIDE OF muss MTSi6 MTS16 LJ SIMPSON SIMPSON TAKE-UP WASHER ( ) TOTALFOUR /• a " I�2A TAKE-UP WASHER LSTA21 Strong—Tie NAILS INTO TRUSS. HUS210-2 SCTM # 1000-056-4-22 B°AI P ALS FI TA s o, EIGHT " TMD g' ANCHOR BOLTS INTO "TO 6tl NAILS id NAILS A 5Np Simpson Strong—TI° PLATES •p" DETAIL "A" H2 EIGHT � Rd ""15 DETAIL "J" IN DETAIL "D" DETAIL "G" STUD Simpson Strung-T1e 2 Simpson Strong—Tie LFTA ROD SYSTEM LFTA LFTA 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 SPEED OF 120 MPH. BUILDING CODES ARE CURRENTLY BEING REVIEWED FOR POSSIBLE coNTINuous zxa TRIM FOR SPACING CHANGES. BEFORE CONSTRUCTING SHUTTERS, THEREFORE, IT IS IMPORTANT TO CHECK WITH LAG SCREW AT 16"oc, MINIMUM YOUR LOCAL BUILDING DEPARTMENT FOR AN UPDATE ON CURRENT CODE REQUIREMENTS. DRAWING TITLE: SIMPSON WINDLOAD E_ LTP4 CHARTS & CALCULATIONS GLASS WINDOW LTP4 DETAIL "L" & LTP4 HORIZONTAL AND VERTICAL STIFFNERS TABLE 1 MAXIMUM SPAN WITHOUT STIFFNERS STRONG-TIE DETAILS I , SET; ISSUED FOR: DATE: DETAIL "C" APA APPROX. MAX. APPROX. Simpson Strong—Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED 6Y AN ENGINEER TO HAVE A CAPACITY Floor—to—Floor Connections PANEL WEIGHT SHUTTER DEFLECTION (IN.) AT EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WINDOW SILL SPAN LB, FT2 SPAN 120MPH DESIGN SHEATHING S! IINJG NOTES: URf LAG SCREW AT 16"oc. MINIMUM RATING WIND SPEED C-GORL#N ,N6—€6kl€D �BF AT 15—FT HEIGHT —T"€-A ST& SEAL', DATE. LTP4 DETAIL "B" �— LTP4 32/16 1 .5 30 0.5 (1) SHEATHING TO BE NAILED TO CCA SILL OCT. 2012 PROJECT N0:l Simpson Strong—Tie 4020 2 36 0.5 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 955-2012 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PATES OF NEW DRAWN BY', Floor-to-Floor Connections 4824 2.4 48 0.9 (4) SHEATHING TO BE NAILED TO TOP PLATE S). DEE q�OQBDK V, O CHECKED BY', WOOD STUD WALL NO SUBSTITUTIONS * Q ��z JJD 48 oc. 3.6 72 1 .5 n w SHEET NUMBERi THE ENGINEERED WOOD ASSOCIATION (FORMERLY THE All framing hardware shown on these plans, y �' z unless substitutions indicated, is Simpson Strong-Tie. tia a� o �2 ^^ AMERICAN PLYWOOD ASSOCIATION)HAS PREPARED FIVE - No substitutions are approved or authorized. V L BROCHURES THAT PRESENT HURRICANE SHUTTER DESIGNS VERIFY SPANS DF-SITRUCTURU/j ELS GREATER-TYiI WITH APArR�INGS. sto FOR WOOD FRAMED AND MASONRY BUILDINGS. THE ALL PANELESARE TO BE G STRUCTED IN ACCORDANCE WITH AP"AAND FEMA. —Due to the relationships of framing hardware to Ok PANELS §HALL MEET- EXCEED ALL REQGREMENTS OF BUILDING CODE, the other components of the structure, any framing DOB NUMBER. OF BROCHURES ARE AVAILABLE ON-LINE AT THE ENGINEERED d ill ti tit b hardware substitutions wrender these plans OF NEW YORKST�E, AND THE AMERICAN FORESTANq,PAPER ASSOCIATI N JMES AJ oEERKOSKI. PE WOOD ASSOCIATION WEBSITE AT http://www.apawood.org./ i � � null and void, and will result in the Installer/contractor (AAF'&PA) WOOD FRAMEGCONSTRUCTION MANUAL (WFCM). assuming responsibility for the design and © D•A•K ASSOCIATES, ITT performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D -A°K ASSOGIATES LEc 6'—B•�" resltleMlol 6 rommertlol tleslgn anglneeM9 consulfina 14' P.O.Box 1675 phone: X6311433-9084 a 79'-38" —�• Southold,New York 11971 fax: 16311466-3354 '-1DA'" 10'-3�" —1�„ ceerkoskl,ArmsKe6l Assadores LLCo f. E-Moil: ssbn654®aplonlne,nel rmerlV Eost End aes nAssacmles, c OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A K ASSOCIATES, ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE LLC. No part thereof shall be copied, disclosed (2)1'/,"x Rt¢" LVL's UNLESS to others or used In connection with any work OTHERWISE NOTED, OTHERWISE OTHERWISE 1}/ 'x 99h" LVL's UNLESS or project other than for which they have been prepared without written consent. 0 G636 0636 A31 (3)1Y4"x 9Y2° L L HDR, (3)13/4"x 9Yp" LVL HDR, r A31 3066 (3)13/4"x 9Yz" LVL HDR WORK NOTES: a w "a N r I $ I P. M PROJECT: 71'-9q" CHLOEM LLC. 0 Commercial a Building $ LOCATED AT a 64755 MAIN ROAD N (RT. 25) o SOUTHOLD, NY. (GREENPORT FIRE DISTRICT) z SCTM # 1000-056-4-22 0 DRAWING TITLE: P3040 P3040 P3040 P3040 M NEW WINDOW PLAN Li -ALL HEADERS ARE TO BG I (2)134"x 9Yz" LVL'3 UNLESS A330 A330 ALL HEADERS ARE TO Ns 2 7Yn"x 9Y2" LVL's UN OTHERWISE NOTED ( ) M � OTHERWISE NOTED. EXISTING CONCRETE EXISTING CONCRETE 3'—SSs•, _2„ w 4'-5"�'�*,_5„ 3•_21„ 20'—SI + 10'_ 9'-51" SET: ISSUED FOR: DATE: NEW WINDOW PLAN SEAL: DATE OCT 16, 2012 SCALE: J„=1 PROJECT N0: 955-2012 SOF NEW ro DRAWN DY. © COPYRIGHT 2012 D.A.K ASSOCIATES, LLC. Pis S DeEgyo.p� BDK d, * CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED w ddD UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTWRIn - w SHEET NUMBER: ALL TEN PLANS AN DESIIGN. A 101 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �O. 07 5 P 2 D A K ASSOCIATES, LLC. ES THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. JDDB NUMBER: I OF Acceptance of these drawings does not authorize the right to build without the authorization ,LAMES d DEERKOSKI BE of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building © D•A•K ASSOCIATES, ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction 1 - PROJECT TITLE & LOCATION: CHLOEM LLC . CHLOEM LLC. SITE PLAN OF PROPERTY Southold AT ARSHAMOMOQ UE Fish Market ELEVATIONS REFERENCED TO N. A. V. D, TOWN OF SOUTHOLD LOCATED AT SUFFOLK COUNTY, N. Y 64755 MAIN ROAD N/O/F � UTILITY (RT. 25) STEPHEN PATTERSON III & EDWIN TUCCIO POLE (RT. LD, NY. S C. T. M. #1000-56- 04-2ti STOCKADE FENCE AS PER TOWN CODE N53-26'00"E STOCKADE FENCE AS PER TOWN CODE 187, 11 s I SCALE: 1 »=20P (GREENPORC FIRE DISTRICT) C �o x x SCTM # 1000-056-4-22 N L 0p10F°"if, ✓uNE 20, 20�2 6 ol R uuP Psst.wa o GRASS OR I g�' �Qc,QIP LANDSCAPED v PERVIOUS ROAD TO BE CO STRUCTED I AUGUST 15, 2012 (REVISIONS) AR SAME AS FRENCH D AIN AUGUST 16, 2012 (CERTIFICATIONS) WORKNOTES: F AUGUST 22, 2012 (REVISION) (Notes shall be consldered typical for Items identified and DIA. TREE 29" CIA TREE SEPTEMBER 18, 2012 (TOPO & CORNERS SET) shall apply to all same and similar cood,tions or � \✓ � \ locations; all locations may not .e noted,) AREA=46,309 SO. FT. NOVEMBER 23, 2012 (REVISIONS) �P oG // O O GRASS 6R, LANDSCAPE AREA 1) (REDUCED THE NUMBER OF PARKING LOT FIXTURES / FROM 17 FIXTURES DOWN TO 12 FIXTURES) tfi•' DIA. TREF// \\ tz"Din THEE 2 2 INSTALL "EXIT ONLY" AND "ENTRANCE ONLY' SIGNS / to° VIA. TREE \ O ) (ON ROAD FRONTAGE O 12" alA TREE I/ FELL CUT niMNPEj O / (ANP P i 15'-0 O O GRASS OR a SEPTIC SYSTEM sownrr IP / O uuPCOawTT R!. W NOVEMBER 30, 2012 (REVISIONS) LANDSCAPED / COVERS ASS OR / eD CO 1) (Provided Internal Backlight Shields to the Fix the NiuSIT Tiii nss / � LANDSCAPED [y uNP nasrw is-,- Yw 2 P IRKING < N to amount meet t Backlight d the Rear of the Fixture y K ( ), Q 0 'x o PARKI '7,AyREA A\ N to meet the Local Code.) ?�• � PARK NG 5'eSP CE ST EL COVERS o 9 . ( PARKING z " / a T P COVER EL. 9. ( )I s000as�ly TeNK m 2) (Provided "NO PARKING" Signs at the Front of P �, / SP CES o O Building to Insure that no parking will occur QQ_ / ® O p\f/ �/ O,� ry I ® uxaso wev c between the building and the road Q M NLL C1IttlFr RYNn rJ _2 ADA PARKING x ` uw.Po:T.1e'-oil I"ny PIPE __ ( ) SPACES s• �.. \ ASPHALT y \\ I�I�I - I� � ' z o I'�1 1 L D CE a 61xav � 15'X45' 1-o -z, z'N 0 _ BERTH �mQoF r \OASIPHALT o z n GRASS 0 A m -71Z II11If _lU11 fIEI'IB"II,I 1 26w!vL2l l0n1l3n x Aa �/�y�y_, �� o FIT P� "'w PP0G,pXr o " _ --_ ®uH�sSo dAn PITCH N a O Rogazo ® / o o T CUTE 5- ( ) PA KING ��p O TO G- ,`o I o�,} GRAS OR az SEPTIC SY�T M TO DRAIN b 'sxm m v pTs• LANDS APED .N RRORasfm am COVE +95 SP CES 5' 84;< m o . A j > O //y ?O Cy AR A / CANVAS E aioiT R.S. I c \ O 0 i UH 5®a 1z" oUImEE DRq/N // ENTRANCE COVERED mi T�* O O I - AzPo ALT z ��\ r z NYPen.si a:"o- (1 / / RAMI= RRoaosf0 I r' Z4:0`___ ROADWAY ' m � no 5� ENCLosfD v - E'E4 x / d _ - - _- _ - \ ENTRANCE A• 8.2' k IT Om _ (7 / , RDPoSED x 2' T. J > 1 J• ^ED 2. REFAICfRATIDN ' 35.4' uNIT LOADING 0 �7 N L gum"n ru1,E ,D -- n ;U xs r uP PosT q 5' A� E , � D e A• K ASSOCIATES LLC rt s. c 1 ® / 37.2' �olimau°. n E m zRE we r BASS Q rQ ,' orb q I / CRE, nes IesltlenlWl i commercial desl n •en ' erin I'�'� I F,F. EL. 125' _ J Do r® r T e s._R. fTl 0 ane p• comulNltp O h ASP(-�A�_r \, uN E I a ooa N-or x m 1 W ENCLOSE 5 ta'x4-fi' irn S� q 17CH EA HIN I L, AREA 6'G _yo LEPODIN 6g- Y 21.z' A - Roo EXISTING .0 PITCH Z f'l O eD \\ cR SS ORI ONE STORY FRAME BUILDING Roor P.O.Box 1675 phone: (631)433-9084 3T \ LANDS,CAPEP B•O NO P/>RKING TO DRAIN = 11` oP D Southold,NewYalk 11971 fax: (631)466-M 3'SIGsy N59' I \ AREA I m 7.s' E-Mall: ssbn654®optonVne,net 0 / W \ \ 20.0' iC N W "NO .I •NO '� Z Deehastl.Mm&Kehl Asscclates,LLC•farm Cast E,M peal nAssocWtes,LLC - E/? 20, \ "STOP" �:- �-c__ `O 4D.4' W 12.1' / ZONE .j• ERR• D - Exlr' r T _ -1 SIGN v ___ -t3� J Nu cum°r n vsj SIGN Q\•\Q�P��ac SIGN _ Z _ _ C I 0�x ASPHALT SSU~ \ tsNE �y�y�� CONCRETE 7- IDE 9 N ' LANDSCAPEDYsR€A LANJDSCAPED AREA rO LANDSCAPED AREA s'a T1 SHEET NAME: \ "EXIT PARKINS _ OPAR ING" "EN RAN E IS \ D _ ON PROPOSED +59 c�PRONTE 7'\SIGN_� UNDEFINED N TIE SINE SIG _300.00 SIGN RDA AT SI NEW CONCRETE SITE PLAN iSIDE I E APRON 60 1.2'1-SIDE --'-_--_E�CURV/E ASPHAL� 3DD' }/' _ 9� � 01 x - - - --- _ GRAVEL N51 '37'20°E 2• CONCRETE CURB r111 B� li7 TAT A RO - - ', 20.17' <vl � q• x A ?6• x?3, EDGE Q1= PAVEMENT x� ROAD LINE ESTABLISHED FROM 10 ROAD ,S. R. 25) DEEDS AND OFFICE INFORMATION 1E - - - 25E_Z8 - ROOF DRAINAGE CALCULATIONS: ---- �6g'�>' GRANITE - N - - ROOIAREA=3P:;5 Soft 20'f HR Ar - - - MONUMENT- - - V=05 S51 '37'20"W • =REBAR SET A=105sgNt A=STAKE SET R=(RAINFALL= .17$ ENGINEER: �. NGINEE SEAL: C=)EFF. = 1.0 FJ� V=i05x1x.166667=584,18c.f. IT -POFNEKyy JAMES DEERKOSKI, PE qP I. DEC? 0 58$6.88 VERTICAL Fr./Fr. =8.56 V.F. Professional Engineer '\" m`w.Ts( ' LOT COVERAGE CALCULATIONS D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT uS1z) Ill POOLS 4'-6" DEEP =9V.F. TOTAL LOT AREA = 46,309 30. FT, RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO 260 Deer Drive EXISTING BUILDING AREA = 2780 SO. FT. = 6.00% LOT COVERAGE (MAX 307 ALLOWED) OR 631-298 71 i 1952 NEW BUILDING AREA INCREASE = 382.79 SO. FT. = .84Z LOT COVERAGE INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED 631-296-7116 1az.z5 LIGHT LAYOUTIT IS A DESIGN BASED UPON THE 51VERTICALFT./ FT= 13.65 V.F. . -" TOTAL BUILDING AREA = 3162.79 SO. FT. = 6.847 LOT COVERAGE (MAX 30% ALLOWED) U;(4)8' DIA.POOLS 4'-On DEEP= 16 V.F. ' 'l LANDSCAPED AREA = 20,316.21 SO. FT. = 43.877 LOT COVERAGE (MIN. 207 REQUIRED) SOUTHOLD TOWN CODE IS ARTICLE -172. OWNERSHIP AND USE OF DRAWINGS: PARKING LOT / SIDEWALK AREA = ideas, design and arrange22,830 SO. FT. = 49.29% LOT COVERAGE These drawings and ange iaetions including the ments represented therein, are the property of East End Design Associates, LLC. No port thereof shall be copied, disclosed to others or used in connection with AREAS OF NEW ADDITIONS AND EXISTING AREAS TO BE ENCLOSED, PARKING CRITERIA: GRADE 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 have been prepared without written consent of 6 of RCA SITE PLAY INFORMATION IS BASED East End Design Associates, LLC. NEW REFI GERATION ENCLOSURE ADDITION, TOTAL AREA = 288 SO. FT. TOTAL PARKING SPACES REQUIRED = 32 SPACES 30" NEW ADDITION TO EXISTING 58.59 SO. FT. COVERED LOADING DOCK AREA = 77.99 SO. FT. 1 2" OF BANKRUN ON LAID SURVEY PREPARED BY PROJECT No: SHEET INDEX: NEW NORTHEAST CORNER OF BUILDING ADDITION TO BE ENCLOSED AREA = 16.8 S0. FT. PARKING SPACES PROVIDED = 32 SPACES 9" OF SAND s55-zo12 TOTAL NEW ADDITION AREA = 382.79 SO. FT. (SEE ABOVE) HANDICAP SPACES PROVIDED - 2 SPACES PEQNIC SURVEYORS, P.C. DRAWN BY: EXISTING 0 COVERED ENTRANCE AREA ON NORTH SIDE OF BUILDING TO BE ENCLOSED = 55.2 SO. FT. TYPICAL FRENCH DRAIN CONSTRUCTION TOTAL SPACES PROVIDED = 34 SPACES LICENSED LANDI SCALE; eDK SURVEYOR IS 49618) S1 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 /a" = 6'-0" TOTAL EXISTING AREA TO BE ENCLOSED = 160.78 SO. FT. (SEE ABOVE) IN ABOVE CALCULATIONS DATE: OCT. 16, 2012 r PROJECT TITLE & LOCATION' CHLOEM LLC, RUUD LIGHTING CHLOEM LLl SITE PLAN OF PROPERTY LOCATED AT Southold AT ARSHAMOMOQ UE 9201 WASHINGTON AVE. TOWN OF SOUTHOLD RACINE, WISCONSIN Fish Market ELEVATIONS REFERENCED TO N. A. VD. SUFFOLK COUNTY, IVY PHONE (262)BW1900 LOCATED AT FAX. (252)884-3309 64755 MAIN ROAD N/O/F UTILITY S C. T. M. #1000-56-04-22 www.fuudilgheng.00m (RT. 25) STEPHEN PATTERSON III & EDWIN TU � CCIO POLE SCALE.' 1 "=20 ' NOTE: EXTERIOR PERIMETER SOUTHOLD, NY. STOCKADE FENCE AS PER TOWN CODE N53'26'00"E STOCKADE FENCE AS PER TOWN CODE 187. 11 s LIGHTS WILL BE SET TO GO OFF (GREENPORT FIRE DISTRICT) ✓UNE 20, 2012 WITHIN 1 HR AFTER CLOSING OF _ /• fu`ka Po*`-asaa� I '' '1 x� CRASS oR c� XB,,. AUGUST 15, 2012 (REVISIONS) SCTM # 1000-056-4-22 ti� g - ` LANDSCAPED AUGUST 16, 2012 (CERTIFICATIONS) QBUSINESS y - PER OUS ROAD TO BE CO STRUCTED o '�i AUGUST 22, 2012 (REVISION) AME AS FRENCH D AIN AR SEPTEMBER 18, 2012 (TOPO & CORNERS SET) WORKNOTES: NORMAL HOURS OF BUISNESS ARE: (Nates shall be considered typical for Items Identified and _ 7 DAYS A WEEK shall apply to oil some and similar conditions or 2e Rw TREE AREA=46,309 SO. FT. locations: all locations may not be noted.) 7AM TO 8PM NOVEMBER 23, 2012 (REVISIONS) Qv'U� �R, L-ANDSEAP€ --k,REA / SUMMER HOURS (REDUCED THE NUMBER OF PARKING LOT FIXTURES FROM -- / -ru v• T�xe ° FIXTURES DOWN TO 12 FIXTURES) Z 17 REE � s' ,�/ / _ r 1 A �' E ( MAY - SEPT.) olA E O I -ulr" (C / LLO i ' onnRF - -- 12 8AM - 9PM O G S OR / - - ® O PTIC SY$TEI)V(,u'"tu�oair"nx L (n NOVEMBER 30, 2012 (REVISIONS) AREA e _ ASS OR 03 rmexvem®e°en 1) (Provided Internal Backlight Shields to reduce the deo "x,uRe, Y w P RI . _ < N 16"(4G6 mm) PABKIKG/GOAOWAY LIGHT NDSCAPED ri _ . /� COVER if e1°- _ m . amount of Backlight at the Rear of the Fixture ------ `-- � LANDSCAPED 'p to meet the Local Code.) wre EL-C-0VERS r B \ I o ( ARKING 77 , A N COVER-E<„9. -`- --- ( I -,._ 2) (Provided I PARKING" Signs of the Front rof m ® a M Building to h Insure that no parking will occur 10000,QLPTAKK "�:iium�w� ' O tz n _- ,, �-� between the building and the road N 04A=__ 1 g 2)ADA PARKING-T�sLT ' ' � rT1 PIPE Lo zlz i r .lab /_ o �FtPE QP Ufa- I" / 3 < \ N r v ¢ p - n � rn � dA• ' O .".- ��� SBL-(b) INTERNAL BACKLIGHT SHIELD ITCH V _ n wl Fabricated of prefinished and anodized 0.025" (l min)thick al in lnum. �• 7__' ___ r ._°. - ruuainr U, " n z - V, < � o Pio?oma- / o O* O ,A KIN ;' - - Used to reduce light level to house-side of fixture.Adjustable shield slides OR i z SEPTIC S1'NT M T° DRAIN --s _ ,� n under lass hold-dawn clips. Clips[o be tightened when shield is located in P t 's• ' k LANDS A D . �� �A COVER$" +9"5 , 'ISP D 9 P P / PROPaSEo mm- _ v : _ m �7 desired cutoff position, (Standard on MAC, AC and WAC Series Wall Mount AR / ANVAS Z, n O mim p O - ) rrxi°60,r Ixmers ��� fixtures.) o' ASPH T � z ��. REFRIGERAl1aN u'iq{ p '" Dimensions:2' (305 min) housing = 10.4" WL ,• Nxxaa 35.4 ,� _ LbnDINc _ ee I a " 2264 3' (57ITT) aNIT � � 1 �� m " ( ) g D •A•K ASSOCIATES, L.c N, i 16' 406 mm housing =(365 _____ PaocosEo _ r<, e-° (365 mm) x RAS 4� 4 ® /- ` �° i-® x zea n resldenllal L eommercid tlesl n •an Aoolno ,q .,♦ .z .z z IP'w, nxnRSs 3.5" 69 mm 0 pMMnp• con,uMno I F.F. EL. 12.5' _ - oo v,u.pasr.,r-o� fTl ( ) h vASP 'A S I 0° w ENCEasE to va,s" m L" I /x ¢a TI 22" (569 mm) housing =20.4" g0HIN N � l ' EAcw� I w uNCFA 8.0 � .,r. 1` z' � -{ (518 mm) X \ Paa I E%ISTING 02 Poo -V4Z- m Is Roof _ - z 3.5"(89mm) P.O.Box 1675 phone: (631 433.91)04 ° d' I 'GR sS oR ONE STORY FRAME BUILDING - o UsewthAC, PR,WAC, LANDS,CAPEIP R.D' NO K_INd�-'-- DRAIN ( I I N\ WPR,UFT, VPR Seri05 $OU1h01d,NswYalk 11971 fox: 1631(466-3354 s1N 9 . I1 / v AREA 20.0' u N "NO 5' .N z O , Z EMo1: sbn654®opionMe.nel 'V \\ 'STOP" �:- 'o X404' ',N„ 12.1' //Z/G% E_sri�E x SIGN QGe-� E%I I 1 Z O �_ C� Deeskmkl,AsmaKeN Assoclofes.LLC.forme Emt FSM De nAssoclates,LLc • SIGN' a " - \� ^.t .2.� J l uiu ws..,.i-o GES a 00 I�,Ba 51G C x "SPHALT 1-0F '�P N CONCRETE - - ear., _ R ( REDUCTION OF PARKING LOT SHEET NAME: 6 ALT 5/GA, 'r LANDSCA E R€A LANDSCAPED AREA L LANDSCAPED ARE DO iRRIDE -- - A . "EXIT "N PARKING- - _ PARI G N E_ / E T °NCRETE " - �''�o IN - 9NLV 42V G(J ROPOSEa_ ` D LIGHT FIXTURES ON PREVIOUS SITE LIGHTING *69 PRON N--_ IF TIE LINE IG _300. SIGN Rogo A S'I W CONCRETE % C' ISOFOOTCANDLE PLOT: _ 40181DE 1 J 1 E APRON SUBMISSION FROM 17 FIXTURES 69 1-SIDE -- CURVE ASPHAL' 3°°' 8�- 1" „��! e N51 '37'20"E TO 12 FIXTURES) coNCREruRe - - _ ON EL 20.17' AI AIAT 2 -----A RON - - _ - ISOFOOTCANDLE PLOT OF 250 W MH IN V amu• o � j x - PARKING/ROADWAY LIGHT AT 16 Ae• ?6 EDGE OE PAVEMENTx, "+ MOUNTING HEIGHT AND 's'1 '!p t 0 DEGREE VERTICAL TILT ROAD LINE ESTABLISHED FROM 10 ROAD - - S R 25) 1 ter✓ �1 ¢ 11 111166`I (PLAN VIEW) DEEDS AND OFFICE INFORMATION 257-25 - '1p - - - - - - - - - SK-1 F'. _ ROOF DRAINAGE CALCULATIONS: MH 250 WATT N69'0,` GRANITE - N4_0'31'50-E- - - - ROOF AREA Is FULL CUTOFF FIXTURES z°"e HIGHWAY - - LAMP POST © 15 - 0" MONUMENT_ S51 '37'20"W • =REBAR SET V=AXRxe =STAKE SET A=3505sq/ft R=2" RAINFALL= .17 ft NOTE: PERIMETER LIGHTS ENGINEER: cwEER SEAL: C= COEFF.= 1.0 V=3505 x1 x.166667 =584.18D.f. WILL BE OUTFITTED t-°` "W 585/68.38 VERTICAL FT./Fr. =8.56 V.F. WITH INTERNAL Professionnalal Engin PANES DPE � \ ,=1„or"r neer LOT COVERAGE CALCULATIONS: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT USE (2) 10'DIA. POOLS 4'-8" DEEP =9 V.F. ; s TOTAL LOT AREA = 46,309 So. FT. RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO BACKLIGHT SHEILDS. Mat Deer Drive w EXISTING BUILDING AREA = 2780 SQ. FT. = 6.00% LOT COVERAGE (MAX 30% ALLOWED) 4R 631 -298, 71 i ts5z z NEW BUILDING AREA INCREASE = 382.79 SQ. FT. = .84% LOT COVERAGE INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED 631 -z9a-'116 x '`� TICAL FT. TOTAL BUILDING AREA = 3162.79 SO. FT. = 6.84% LOT COVERAGE (MAX 307 ALLOWED) LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE SE(4)8' CIA.RPOOLS 4'-0!DEEP 13.85 =816vF. �FESyIGN� SOUTHOLD TOWN CODE - ARTICLE -172. OWNERSHIP AND USE OF DRAWINGS: LANDSCAPED AREA = 20,316.21 SO. FT. = 43.87% LOT COVERAGE (MIN. 20% REQUIRED) PARKING LOT / SIDEWALK AREA = 22,830 SO. FT. = 49.29% LOT COVERAGE These drawings and arrangements specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with AREAS OF NEW ADDITIONS AND EXISTING AREAS TO BE ENCLOSED, 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. m 32 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 SQ. FT. 6 OF RCA SITE PLAN INFORMATION IS BASED TOTAL PARKING SPACES REQUIRED = 32 SPACES 30" NEW ADDITION TO EXISTING 58.59 SO. FT. COVERED LOADING DOCK AREA = 77.99 SO. FT. 2" OF BANKRUN ON LAND SURVEY PREPARED BY PROJECT No: SHEET INDEX: NEW NORTHEAST CORNER OF BUILDING ADDITION TO BE ENCLOSED AREA = 16.8 SQ. FT. PARKING SPACES PROVIDED = 32 SPACES 9" OF SAND 9ss-2o12 TOTAL NEW ADDITION AREA = 382.79 SQ. FT. (SEE ABOVE) HANDICAP SPACES PROVIDED = 2 SPACES PECONIC SURVEYORS, P.C. DRAWN BY: TOTAL SPACES PROVIDED = 34 SPACES LICENSED LAND SURVEYOR (LS 49618) BDK EXISTING COVERED ENTRANCE AREA ON NORTH SIDE OF BUILDING TO BE ENCLOSED = 55.2 SO. FT. 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 1147. = 6'-o" TOTAL EXISTING AREA TO BE ENCLOSED = 160.78 SQ. FT. (SEE ABOVE) IN ABOVE CALCULATIONS DATE: OCT. 16, 2012 GENERAL NOTES: SAFETY NOTES: COMMERCIAL RENOVATION & CONSTRUCTION CONTRACTOR N 0 T E S GENERAL ALL WORK T BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK BUILDING CODE, AND 0� General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, 0 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 ,L ,�p /�T�r�+�p Lic A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A / � D �A� c C1JS�l.1t11P�J, 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. mWenllol 1, commeidol tle9t♦n.erpneetlnQ.comunYq 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 W6 Mal6$heei phone: 16311 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, WeslMmplon Beach,New Yafx 11970 fm: 16311466$3W MATERIALS ARE TO BE KEPT AWAY FROM HEAT. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES, b Trusses shall bear a boco number and shall be manufactured by a registered manufacturer EMal1: CAm13B0ad.com E ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. oeenmsnnm,scero,v:wme:.uc.fam [micro oes nAaocroroe,uc 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 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. 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 ideadrawings and sand pecification represented Including e 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports are the property of SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, ASSOCIATES, LLC. n, port thereof shall bee c copp ied, disclosed to others or used In connection with any work 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 PST retention) SYP #2 or better. 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 B. Design values. A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a. Framing Lumber: OF (north) No. 2 or better B. CONTRACTOR REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BYE CL ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR = 1,600,000 PSI C HEAVY DROP CLOTHS. WORK NOTES: OR DURING THE EXECUTION OF THE WORK. Fv = 95 PSI 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. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): E = 1,900,000 PSI 4. NOISE AFTER HOURS THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 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, B. EXCEPT LEGAL HOLIDAYS. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI ARM&KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9, THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARd & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 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 HOILD 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 FIRST 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 PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES 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 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 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT N 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 RESOLUTION. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL 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 CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL PLUMBING AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAJM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CHLOEM LLC. RESOLUTION, ECONOMIC LOS'S ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 GRDDND wND SEISMIa SUBJECT TO DAMAGE FROM WI"TER 'CE SHIELD OVERVIEW OF CONSTRUCTION TO BE PERFORMED: COMMERCIAL CONSTRUCTION / DETAILS "�. ROOF DRAINAGE CALCULATIONS: Building SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSUM ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD LOAD SPEED (mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY (SEI/ASCE 7-10) 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1964/1996 a LOCATED AT DESIGN CRITERIA 1 ) REMOVE EXISTING SIDING, WINDOWS, DOORS AND SOFFITS ROOF AREA2282 sa/Tisa/ft 64755 MAIN ROAD PRESCRIPTIVE DESIGN CLASSIFICATION of WORK TO BE PERFORMED 2) PROVIDE AND INSTALL ALL STRAPPING AS PER NY, STATE CODE ACCESSIBILITY CONSTRUCTION / DETAILS V = A z R z c (RT. 25) 3) CLOSE IN ALL OPENINGS FOR DOORS AND WINDOWS TO BE REMOVED ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION Az 1783 sc/ft USES(s) AND OCCUPANCY CLASSIFICATION(s) ALTERATION LEVEL 3 4) FRAME ANY NEW OPENINGS FOR NEW WINDOWS AND DOORS TO CONFORM TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN R = 2" RAINFALL = .17 It SOUTHOLD, NY. usE P105i! ANCY 5) INSTALL NEW WINDOWS C = COEFF. = 1.0 (GREENPORT FIRE DISTRICT) 6) INSTALL NEW DOORS V = 1783 x 1 x .166567 = 297.17 c.f. M TOTAL CAPACITY OF BUILDING: BASED ON TABLE 1004.1.2 7) INSTALL NEW SIDING NOTE Sl # 1000-056-4-22 TYPE of CONSTRUCTION (CHAPTER s) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT. g) INSTALL NEW FASO Ass THIS BUILDING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE = 30 50/FT NET FLOOR AREA PERSCRIPTIVE DESIGN CRITERIA AND THE AMERICAN SOCIETY OF CIVIL 298 / 4225 VERTICAL FT. / FT = 7.05 V.F. OCCUPANCY: MERCANTILE 9) INSTALL NEW SOFFITS ENGINEERS (SEI/ASCE 7-10) CODES AND STANDARDS FOR ALL WIND USE (2) T DIA. POOLS 4'-0" DEEP = 9 V.F. TYPE ]BBOEUP PER OCCUPANT AND SEISMIC LOADS. 10) LEVEL ALL FLOORS TO SAME HEIGHT V MERCANTILE CAPACITY 11 ) ENCLOSE EXISTING AREA UNDER ROOF LINE POOLS TO BE PLACED ON OPPOSITE SIDE OF HEIGHT AND FIRE AR1H]dEA TOTAL CAPACITY egssD 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. os PERSONS ON TOTAL FLOOR AREA 13) PROVIDE NEW COVERED LOADING DOCK FINAL APPROVAL GIVEN BY THE HEIGHT FIRE AREA 14) PROVIDE NEW ROOFING TOWN OF SOUTHOLD PLANNING BOARD ALL COVERS TO BE TRAFFIC BEARING HEIGHT BUILDING 5) PROVIDE INSULATION AS PER PLAN AND ZONING BOARD ALL MULTIPLE POOL SYSTEMS ARE TO THE VERTICAL DISTANCE MAXIMUM TRAVELED DISTANCE TO AN EXIT AS PER1015.1 16) PROVIDE NEW KITCHEN WITH APPROVED HOOD VENTILATION AND BE CROSS—CONNECTED �+ FROM GRADE PLANE TO :AS LIMITED AREA IS 200 FT WITHOUT SPRINKLER SYSTEM. GENERAL NOTES THE AVERAGE HEIGHT3 STORY FIRE—SURPRESSION SYSTEM OF THE HIGHEST ROOFPER TABLE 503 TOTAL DISTANCE FROM FURTHEST POINT ON THE FLOOR ALL NAILING REQUIREMENT ARE TO COMPLY SURFACE = 14'-1n,." TO THE EXIT DOORS ON GROUND LEVEL IS 72'-9' 17) PROVIDE ADA COMPLIANCY AS REQUIRED OR ROOF DRAINAGE AS PER SECTON502 OF WITH CHAPTER 23 OF THE BUILDING CODE OF THE BUILDING CODE of 18) PROVIDE JANITORS CLOSET / SLOP SINK AREA AS REQUIRED NEW YORK STATE. CALCULATIONS NEW YORK STATE. NUMBER OF EXITS REQUIRED IN ACCORDANCE WITH 9) PROVIDE ALL NECESSARY EMERGENCY LIGHTING AND EXIT SIGNS PROVIDE A 3'-0" WIDE X 3'-0" DEEP SECTION 1018.1 IS A MINIMUM OF 2. THE BUILDINGeEING CONSTRUCTED HAS 6 EXITS 20) PROVIDE HEAT AND SMOKE DETECTOR SYSTEMS AS REQUIRED TRENCH AROUND THE PERIMITER OF THE TOTAL HEIGHT FROM RIDGEE 20'- 1/6" NOTE: ALL INTERIOR WALLS AND CEILING ARE TO BE CONSTRUCTED OF WOOD AND COVERED WITH 9," TYPE "X„ 21 ) PROVIDE NEW APPROVED ELECTRICAL SYSTEM AS REQUIRED HOUSE FILLED WITH 18° OF BANKRUN SHEETROCK ON BOTH SIDES OF WALLS AND 1—LAYER IS TO 22) PROVIDE NEW HEATING AND COOLING SYSTEM AS REQUIRED LUMBER SPECIES AND GRADE 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 DOUGLAS FIR — LARCH #2 AND BETTER NOTE: AS PER TABLE 302.3.2 REQUIRED SEPERATION APPROVED SYSTEM' 2 STONE SET: ISSUED FOR: DATE: OF OCCUPANCIES (0 HOURS) SEE NOTE E. 24) INSTALL DISPLAY COUNTERS / ADA REQUIRED COUNTERS ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER COMMERCIAL KITCHENS NEED NOT BE SEPERATED FROM 25) INSTALL NEW OFFICE AREA THE RESTAURANT THAT THEY SERVE. 26) INSTALL NEW GUTTING ROOM 27) PROVIDE NEW SITE WORK INCLUDING AREA LIGHTING AND STORM— WATER DRAINAGE (CHAP.236 TOWN CODE) AS PER THE SITE PLAN 28) PROVIDE ADD TRAFFIC SIGNS AS REQUIRED BY SITE PLAN AREAS OF STRUCTURE CRAWL SPACE NA 29) PROVIDE PROPER FIRE SEPARATION BETWEEN SPACES BASEMENT NA MATERIAL AND METHOD of CONSTRUCTION 30) PROVIDE INTERIOR FINISHES THAT COMPLY WITH NYS. CODE FIRST FLOOR 2707 sq. ft SECOND FLOOR NA EXTERIOR BUILDING WOOD CONSTRUCTIOJ THIRD FLOOR NA CONSTRUCTION 2x4 AND 2X6 EXTER ` A BALCONY NA WALLS A5 NOTED NOTE. ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF NEW YORK STATE SECTION 1203 SOF rlL.1\� FEB 04, 2013 LOFT NA FIRST FLOOR DECK waoD FLOOR oN 2xFOR THE NATURAL VENTILATION OR MECHANICAL VENTILATION WHEN PROVIDED. ,c 1,,-Z�1�'i� PROJECT No: ATTIC HOUSE a NA CONSTRUCTION FLOOR JOISTS (2"x6 �� ATTIC HOUSE b NA © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC w- _, r, � ,( N * 955-2012 FOUNDATION e" POURED CONI NOTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF NEW YORK STATE SECTION 1205 NO SUBSTITUTIONS r + Y;;)P,� DRAWN BY: GARAGE NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED a! CONSTRUCTION AND e" BRICK Fou"ognoN FOR THE NATURAL LIGHT OR ARTIFICIAL LIGHT. All Framing Hardware Shown on these Plans, _ t1NDER FEDERAL COPYRIGHT LAW. m "':1 ',`1' rte, BOK ATTIC GARAGE o NA Unless Otherwise Indicated, Is Simpson Strong— '= +:C'.5' co' z CHECKED BY: BONUS ftooM NA ALL INTERIOR BUILDING zx4 AND zx6 woo° sruos p g PLANS MAY NOT BE REPRODUCED WITHOUT F. a t ,:Y SCREENED PORCH NA Tie. No Substitutions are Approved or Authorized. n FRAMING MATERIAL AS NOTED ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTENAUTHORIZATION. AN DESIIGN. i� r" s--1 JJD EASTERN DECK NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Due to the Relationships of Framing Hardware ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,.\'F7--;-1L:r1 H NU7=R WESTERN DECK NA ROOF CONSTRUCTION 2x10 ROOF RAFTERS D.A.K. ASSOCIATES, LLC. FRONT PORCH NA WITH ROOF CEILING JolsTs to the other Components of the Structure, any THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FIDE PORCH NA ffSHEATHING OTES: Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Pool HousE CABANA NA ING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE BUILDING CODE These Plans Null and Void, and will Result in the UNCOVERED ENTRANCES NA K STATE: TABLE 2304.9,1. Installer / Contractor Assuming Responsibility far Acceptance of these drawings does nal 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 (o) wlTHour STORAGE NG TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc, NG TO EQUALLY SPAN iST AND 2ND FLOOR BOX BEAM Verily all condllions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (b) WITH STORAGENG TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES construction. © D•A•H AROCII uc (4) SHEATHING TO BE NAILED TO TOP PLATE REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS ROOF II PLUMBING RISER DIAGRAM 4" (NO SCALE) D-A-K ASSOCIATES uc Le IDI.Cl l t camnwiclol deelpn•a Irss Nrp.conwlXLq 2" NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG 5NMain Street phone., 16311767-6071 WITH THE PLUMBING CODE OF NEW YORK STATE AND THE Poeshawtonaeach,NewYahu978 tax (6311466-oolucorn 3 E-M& CAm19BBB®ad,am 3, 2.. 2" 3„ 2„ 2.. 2,. 2., 2., 2, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL DemkmRL AUTH iUuil kihsu Ll OfOGI fast End DisibnAuo pie,,LLc FIRST FLOOR CEILING GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND OWNERSHIP & USE OF DOCUME S. WOMEWS JANITORS MS MENS WOMEWSBATHROOM JANITORS RETAICOUNTER RETAIL INSTALLATION OF SANITARY DRAINAGE SYSTEMS. These , design and specifications Including the BATHROOM CLOSET BATHROOM BATH- BATHROOM CLOSET COUNTER FLOOR 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 N°TES. ,/4' , 1/4" FIRST FLOOR 3' 2' 1/2 3° 2" 2" 2" 2" 2" 2" ANY MODIFICATION TO THIS PLANS THAT WILL BE COST Co. 2" a° r' 2° 2" r' co. • co. Oz, co. EFFECTIVE IN BOTH THE CONSTRUCTION AND THE 31, 2" 3" OPERATION OF THIS SYSTEM WITHOUT VIOLATING ANY CO. I STATE AND LOCAL CODES MAY BE USED AS LONG AS IT 11 3"3"PVG' IS CLEARLY NOTED AS A CHANGE TO THE ORIGINAL SPECS. 3"PVC, IF.A.V. 4" C. I. ROOFROOF 4" C.I. HOUSE TRAP 4°PVC. 4°PVC. 4"PVC. 3"PVC 31,PVC TO APPROVED PROJECT: EXISTING EXISTING TO APPROVED SEPTIC TANK APPROVED SCDHS SEPTIC SCDHS SEPTIC SYSTEM SYSTEM CHLOEM LLC . 2" 2., 2„ „ 2" 2., 2„ 2„ 2„ 2„ ,. 2„ 2„ 2,. 2,. RAW BAR CUTTING RAW BAR RETAIL CUTTING CUTTING CUTTING ICE ICF ICE POTS K KITCHEN Q1 DISH KITCHEN SNL STATION STATION STATION COUNTER STATION STATION STATION MACHINEAM CHINEAM CHINE & HAND HAND WASHER WASHER FLOOR FLOOR FLOOR FLOOR HAND HAND SINK SINK POTS FLOOR PA S SINK SINK STATIONL TS ATION DRAIN DRAIN DRAIN DRAIN SINK SINK & DRAIN Commercial PANS SINK Q 4°PVC. Building RT {TT ,Tt ,T't JNL1 sJN_K SINK SINK FIRST 1 1/2"1 1 t/2"I 1 1/4"1 1 1/2" 1 1/27 1 1/ 7 t 1/V 11/27 FLOOR LOCATED AT .12'.2„ L2�" o. 22„ co. 22„ c.a 2,. c,o 2.• C.01 I LZ . 2„ goT2" 2.. c.o. 2" co 2° oa. 2„ Co.. 2' c.o� 2' ca. 2„ c 2„ o. 2' 2' 2" 64755 MAIN ROAD 4 PVC. 4"PVC. 4!'PVC.4"PVC. IFA.V (RT. 25) 4' PVC. 4"PVG. . 4" c.I 4" CJ. 4" PVC, SOUTHOLD, NY. EXISTING TO APPROVED GREASE TRAP HOUI SETRAP SCDHS SEPTIC (GREENPORT FIRE DISTRICT) SYSTEM SANITARY WASTE LINE PLAN SCTM # 7000-056-4-22 SCALE = NTS. ACCESSIBILITY CONSTRUCTION DETAILS DRAWING TITLE: NSURE ALL PLUMBING MEETS OR EXCEEDS ALL SPACES, AREAS, DETAILS, DIMENslons AND CONSTRUCTION NYS. AND SCDHS CODES AND REGULATIONS. TO CONFORM TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PLUMBING SCHEMATIC AND „ 6 IA AMERICIAN NATIONAL ....... ` � BGG( STANDARD DETAILS NMI> ;.m , P�,.r AND PLAN INDEX SET: ISSUED FOR: DATE EECiION UNT PLAN GRINKING [OIIRU GRINK,NC FOONiAIN I ) A ClF/.p flaap SPACE PARALLEL APPROACH HIGH AND LOW IDE REACH UNITS Mp%IMUM r51oE REACH EQUIPMENT PERMIIIED IN SHADED AREA OVER 06siRNCTION5 SPOUT HE'GI IT AND CLEAR FLOOR SPACE (d) (C) KNEE CLEARANCE S1DE WALLS REAR WALL OF STANDARD STALL FIC, 6 SIDE REACH MIRROR 0 EA : DA E: Ar MIN 19" Le" fx• MIN i LEYEP VALVE Ij o -�..� 1I" MINIMUM m «rtMumwam 6 �. FFE; �4, 201 .3 .noL6 ".� /, PROJECT NO: 19• MAWMUM r�t �CL' 'AO z _ ,a,r`r'o-� �``` 955-2012 _ - LrAR noon EPA., L-r �� j q1 p 1 R,,N DRAWN BY: CLEAR CLEAR ''rN` aaGR aooR (a) HIGH FORWARD REACH LIMIT 1 `fe11- BOK SPACE SPACE © COPYRIGHT 2013 OAK ASSOCIATES, LLC, F' tx' m tiSI: � , �1 � CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED n 'v'a_L rz (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 5 Iry 1" 1'c -' L JJD � . UNDER FEDERAL COPYRIGHT LAW. ��� �'�'—�`� �' 'S777-NUMBER /:/� PLANS MAY NOT BE REPRODUCED WITHOUT lU` _r~ \ G2 L 00000 0000 WRITTEN AUTHORIZATION. \\ w•MINIMuu o00 0o ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r1\it FORWARD REACH PROTECTED PIPING o D.A,K ASSOCIATES, LLC, FIG. 28 FIG. 32 ,„,,.IN171mp,,,o„ THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CLEAR FLOOR SPACE FOR WALL MOUNTED WATER CLOSETS NOTE: x SHALL BE c 25 INCHES; z SHALL BE C, x. WHEN x < 20 INCHES, NUI'"'°°`°` v f°""NA.LON PLANS $ LICENSED EXCLUSIVELY TO THE BUYER. THEN y SHALL BE 48 INCHES MAX. WHEN x IS 20 TO 25 INCHES, THEN y UUH NUMBER: 0 SHALL BE 44 INCHES MAX. A—ML mLOM 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•L AS90W1D6,m Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such o encies riot to construction, SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE R "N MINIMUM OF MTS20 LTS 20 Tva N NAILS i"s LAN I SOaucwaBLE LDaosPUT LOAD SIDE a muss, FASTENERS LATERAL WITH �. o MODEL GA UPLIFT UPLIFT COBE Ed NA FOUR TO (133/160) BAILS" REF. IN NAILS NO RAFTERS/ PLATES B1UN5 OLi (133) (160) h z (13Jk IN Ed muss Tu �- IMPSON H7 16 4-8d 2-Sd 8-8d 2991 930 965 400 5, 44 CONNECTORS MANUANOTE REFER TD L FOR ALL FOOT NO E9SON WOOD R10AND TARE-UP WASHER SIDEPROOE (1) HGAIOIS ON SIDE OF CEILING JOIST T - A -K ASSOCI A MS *rn PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAPIER �/ n U\ IVII![111 FL1 U\ LW He 16 B-8d B sidlBene01 L coOMMEEMklldesign S. •erlpneednp•cO1uu11Yq DIMENSIONS FASTENERS aLLOWA6LE UPLIFT LOA05 (133) ALLOWABLE UPLIFT LOADS (133) TW ARTp'x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE SH WA LS • / 506 MaieSireet pMne: I611I761-4071 MODEL CA ULT LFTA EFTA REP. / PLATES •o, a' Wesllwmpton Beach,New Yak 11978 fac 631 466.3354 NO, wloiH EpnH L On Dln L142' 24" 3" aB^ 11" 2' 23" s 31° . . BCHT al: CAITMI®cel Bit NAILS EMSP4 LFTA 16 21" p" 38ij"16-10d — 4200 1205 1400 5, 44, 85 INTO sN0 Degk°sM,AmI LI(alY Auocl°Im,LLC• EmlBass Design Asessohn,LLC DOUG-FIR LARCH / 50. PINE OWNERSHIP & USE F DOCUMENTS: FASTENER52 ALLOWABLE UPLIFT LOADBH MODEL L AVG led and x 11" FEE These drawings and specifications Including the NO led led x 1B" ULT. REF LFTA ideas, design and arrangements represented (133 / 160) (u3) (,so) LSTA21 therein, are the property of O,A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed MT516 16 14-10e 14-10d „ 1B" 3115 1000 840 1000 3, at 128 to others or used in connection with any work or project other than for which they have been without written consent, MTsxo 20 14-10e 14-10d x ,�" 3116 10G0 Bao taoD 3, aL 128 ARTI'x1z � prepared Simpson Strong-Tie LST20 20 12-too 12-10d „ 1B" 2383 775 720 720 3, 41 HGA10 WORK NOTES: GNU- DETAIL "E" COUPLER NUT Douc-nR it Equal number of TME OF DIRECTION 50, PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REE specified Halls n NO TON FLOOR ROOF (133/ 100 1xs) Jr. each end Simpson Strong-Tie DETAIL, G s,s s4s 27 CS16 LTP4 5 J 515 645 E70 6, 39, 97 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''''°(OF/SP) (133) NONCOM HOEDOWN ARTI•x,2 SILO DEFLECTION A7FHECHEST CODE CTION MODEL MACHINE AVG LENGTH OF BOLT xA AT HIGHEST REF STU 5 N0. BASE BODY ANCHOR BOLTS OLT IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE He' EB W H B so CL DIA°`° DESIGN WHEN RAISED OFF °D° TAKESIM —UP WASHER GA GA DTY DIA 14" G" 2B" 3" 3B' 51" LOAD THE su PLATE TOGA is 12 4A" 24" 21" 8" 2$" Il" 1A" k' 2 9' 12150 1555 2055 2565 2775 2775 2760 GORE 0,077 2, 4S 82 ° ° ARTd"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS S NO. L STUD PLATE ULE.SP OF / W CODE (133) (16o) REF. SP4 3A" 71" 6-10d x 1k" —2917 735 885 7, 40, 127 4 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE No CA W L NAILS �LULN (133) (160) REF. LSTA21 20 11, 21 - 905 1205 1 1295 7, 40, 90 PROJECT: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO CA W I L NAILS FLOOR (,33) (160) REF. 100 Simpson Strong-Tie MSTA24 16 24 1 - Od 1025 1370 1640 7, 4D 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LU546 NO. (LENso GTH END GA CUT LENGTH (TOTAL) SPACING REF. HD2A CHLOEM LLC. OF ROLL (100) (t 33 / t6o)' 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 tfis0 PTk" 7 4090 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HE DIMENSIONS FASTENERS pN DOUG-FIR AR A NOTED' FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE " " Commercial w H e 10tl t6tl JOISTS uLT REE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, F (i33) (1607 Hod 150 tea 16tl tad 16tl ALL LIABILITIES ON THE CONTRACTOR LU546 18 3A" 4f" 2 4-16tl 4-16d 6076 1140 1160 — 1000 115° 1250 ), 40, 127 DETAIL, "I" $„ HUS210-2 14 311 9A" 2 8-16tl 8-16e 6076 1755 2105 —1fiBe 1900 2065 I, 36, 84, 122 STU 8 — _ I ARCH ASCI INE At I LOAAS DAY' ARTS•„,2 SIMPSON Building FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REE GA uLr AKE—UP WASHER To RgfTERs TO PLATES Ta siuos (133) (160) F ED ,fi0 LOCATED AT HGA10KT 14 a_SD51"„,�” a_SD51"x3" - ,523 435 435 1165 940 64755 MAIN ROAD cNw— (RT. 25) USE A MINIMUM OF SP4 COUPLER NUT °W"ER "°T SP4 sru e"— SOUTHOLD, NY. MU fid NAILS NIS AILS SDE of muss. SIMPSON (GREENPORT FIRE DISTRICT TOTAL FOUR ° SE A MINIMUM " 6d MMU TWO ed NAILS NIS MITS16 I'- LSTA21 TAKE-UP WASHER ) INre muss. SIDE OF TRUSS MTS16 STU SIMPSON TOTAL FOUR �. ° . HD2A TAKE-TAP WASHER Strong—Tie „ro"MUSS. LSTA21 HUS210-2 SCTM # 1000-0564-22 _-- S6 e D Nts F1 S DRAWING TITLE: " ANCHOR BOLTS B PLATES •o• EIGHT Ed NAILS ad NAILS DETALL "A" SNO Simpson Strong-Tie PLA PLATES •p• ED INTO 5 ® DETAIL "D” DETAIL "G" DETAIL "J" SIMPSON WINDLOAD O o STUD HI'pssn Strong-TIe Simpson Strong—Tie CHARTS & CALCULATIONS LFTA LFTA ROD SYSTEM & LFTA EXTERIOR WINDOW HURRICANE STRONG-TIE DETAILS BE 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 zxa TRHM FOR sPAcwcCHANGES. BEFORE CONSTRUCTING SHUTTERS, THEREFORE, IT IS IMPORTANT TO CHECK WITH SET: ssueo FOR: OATS: LAG SCREW AT 16"ac. MINIMUM YOUR LOCAL BUILDING DEPARTMENT FOR AN UPDATE ON CURRENT CODE REQUIREMENTS. LTP4 I ' cuss wwoow LTP4 LTP4 HORIZONTAL AND VERTICAL snFFNERs TABLE 1 MAXIMUM SPAN WITHOUT STIFFNERS DETAIL "L" 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 5 DATE. LTP4 DETAIL, "Bn FEB 04, 2013 LTP4 3216 5 30 0.5 / -T , �(1F � PROJECT NO: % , ? , Simpson Strong—Tie Tie 4020 2 36 0.5 955-2012 �'� DRAWN BY: Floor-to-Floor Connections p g ALL SIAMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY "T7t � -%1'x\�' SICK4824 2.4 48 0.9 EQUAL To OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, 11 ,"�,1 CHECKED BY: WOOD STUD WALL 48 oc. 3.6 72 1 .5 NO SUBSTITUTIONS ,;: ,_ .,'..F, •x,11�'i, I JJD \� TA - �A'.,.� �A SHEET NUMBER; THE ENGINEERED WOOD ASSOCIATION (FORMERLY THE All hardware shown on these plans, unlesss,s; 0oththerwise Indicated, is Simpson Strong—Tie. /111 AMERICAN PLYWWOOD ASSOCIATION)HAS PREPARED FIVE No sulbstitutions are approved or authorized. V 3 BROCHURES THAT PRESENT HURRICANE SHUTTER DESIGNS VERIFY SPANS OF STRUCTURUAL PANELS GREATER THAN 30"WITH APA RATINGS. FOR WOOD FRAMED AND MASONRY BUILDINGS. THE ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. Due to the relationships of framing hardware to OF BROCHURES ARE', AVAILABLE ON-LINE AT THE ENGINEERED PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE the other components of the structure, any framing DOB harOF NEW null Substitutions will render these plans WOOD ASSOCIATION WEBSITE AT http://www.apawood.org./ null and void, and will result in the installer/contractor IJAMES J DEERKOSKI PE (AF &PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM). assuming responsibility for the design and © D•A•[ ASKXM•IES,vc performance of the entire system. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS M MH D•A•K ASSOCIATES uc rm .rtal L ...me ddi 1pn.erpineetlnp.camulMry 506 Main Sheet plane: (631)767-6071 Westhampton Beach,New York 11978 lac (6311466-3a54 E-Mail CkmIl oolcom aeehasYJ,Mn LKeN AssacMes,LLC.lanp EmI F1M Des nAsoclvlm.LLC DWNERS HIP & 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 addled, disclosed 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'-21'. WORK NOTES: N LOWER LOWER OFFICE DINING DINING ROOM ROOM d LADIES z ROOM PROJECT: 0 VESTIBULE ® T CHLOEM LLC. REFER MEN'S ROOM Commercial UPPER DINING Building Roots LOCATED AT a KITCHEN HALLDN RAMP 64755 MAIN ROAD (RT. 25) STORAGE SOUTHOLD, NY. LOWER DN (GREENPORT FIRE DISTRICT) DINING SCTM # 7000-056.4-22 ROOM BAR KITCHEN ROOM ® DRAWING TITLE: o g REFER ® DEMOLITION PLAN FOR WAITERS EXISTING FLOOR PLAN STATION BAR DN i K I � ET. ISS OR: DATE: 1'-231 PHASE I REMOVAL OF SHEETROCK REMOVALOF INSULATION REMOVAL OF APPLIANCES SEAL: DAr DEMOLITION PLAN REMOVAL OF INTERIOR WALLS REMOVAL OF DUCTING AND HVAC UNITS FEB 04, 2013 ,F �'E" PROJECT NO FOR REMOVAL OF OLD PLUMBING REMOVAL OF OLD WIRING T'v�' DRAWN9BY 2012 REMOVAL OF UNDERLAYMENT PLYWOOD y'� 3DK EXISTY REMOVAL OF SIDING ® COPYRIGHT 2013 D.AK ASSOCIATES, LLC. , � p 1 'r CHECKED BY: ING FLOOR PLAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �rrrs TI , D REMOVAL OF ROOFING �, �—/ UNDER FEDERAL COPYRIGHT LAW. y SH uM6ER: SCALE: "=1 REMOVAL OF EXTERIOR TRIM/SOFFITS PLANS MAY NOT BE REPRODUCED WITHOUT U " 'r REMOVAL OF WINDOW BAYS WRITTEN AUTHORIZATION. — Al0 ® TO BE REMOVED REMOVAL OF OLD SIDEWALK ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. H REMOVAL OF OLD FENCING REMOVAL OF OLD RETAINING WALLS THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ooe REMOVAL OF EASTERN EXTERIOR WALL 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•[A840(1A'IBS,m Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such o endes Drior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 7=mIftg 87 _6�,, rIr D •A•K ASSOCIATEiesbenlbl 6 commembl desyn. aal 24' n' Y P.O.Box 1675 phone; (6311133�9BB4 Southokl,NewYork 11971 10c 16311166-3354 B-Ma@ %bra®optonlennet DeehosYl,Mn BxeNA,wcMes.LLC•fano Emi Cne Des Acwtlebs.LLC OWNERSHIP & USE OF DOCUMENTS: A These drawings and specifications including the Ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, U, LLC. No port thereof shop he copied, disclosed D E F to others or used in connection with any work $ 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: _____________ ___°°°________ _____°°`°__ __ ' TYPICAL ----------------------------- ------------------------------ k=====----------------------------------------------- I ., - -----------------_------------------------_ ______ --- FOUNDATION DETAIL ---======-------------------- PROVIDE NEW 2" RAISED ______ PROVIDE T THICK DOW BOARD PROVIDE TROUGH CONCRETE SLAB WITH 2" r SCALE:)/2"-I' VERTICALLY AROUND THE INTERIOR -___= DRAIN IN REFRIGERATOR =_______= THICK DOW BOARD ACROSS ,., THE ENTIRE SLAB, TO BE PERIMETER OF THE FOUNDATION -__- AS PER OWNER SPECS. ______ ____ 4"' iv NEW --- __ COVERED WITH 4" P.C. ,' NEW 2x4 KNEEWALLS F.XISTING -------==== -----------------= SLAB W/6x6 WWM 10/10 ----- - ______________________________ _________ W140 X 9 IR EQUAL q° y - "_______________________________________________________ 2 L R JOIS SLAB =_________=—==ov0000__ __________________o====v0000000 oD of 6/g"x 18" CRAWL S CE NEW 2x4 ______ T==== 'V ANCHOR BOLTS KNEEWALLS ____________________ __ 2'-O"oc. CRAWL SPACE FOUNDATION WALLS _____________ _________ ___________ _______________---=====1 ,. --------------- --- _-_- _------- •" —" ,,.. 8" PC I AND FL K----------------- -- _ KNEEWALLS COATED WITH UGL - TION NEW 2x4 KNEEWALLS DRYLOK FOUNDATION _ -i WALL WATER-PROOFING PROVIDE ACCESS _ r a FOUNDATION TO CRAWL SPACE ALL BASEMENT WALLS ARE TO BE -.� w �6'_ga" 1T-T TO ALLOW AIR CLEANED AND COATED WITH UGL _ " = CHLOEM LL ° "� FLOW BENEATH DRYLOK FOUNDATION ATER-PROOFING j - O FOUNDATION WALLS ,� THE FLOOR CRAWL SPACE / _ ______ z '„ 2X4 KEYWAY ■ AND FLOOR ARE TO t0'-9�" 6" 6" s' _ ' O PROVIDE B" P.C. - _____ E (STING (2) X6 GIRDER TO E SISTERED " WALLS AROUND BE CLEANED AND WI H A 2X6 ON EACH SIDE ( 4)2X6 GIRDE ) ----- py COATED WITH UGL INSIDE PERIMETER PROVIDE B" P.0 DRYLOK FOUNDATION 1g•_11° d OF BUILDING IN WALLS AROUND a^ 4' r1p WATER-PROOFING iv = THIS LOCATION. INSIDE PERIMETER Southold OF BUILDING IN NE CRAWL 0 a ° THIS LOCATION. _____ "� TYPICAL CONCRETE FOOTING o' PROVIDE z TO BE FILLED a l '-4"x 8" MIN. 3'-0" BELOW Fish Market WI40 X 9 OR E AL FLOOR JOISTS o o NEW WITH SAND AND =___= 1— —1 SPACE m 0 NEW 2" 1 o T ----- 1'-4' FINAL GRADE. Iw u✓ m SLAB IN uJ x F 3° 0' STEEL COLUMN COMPACTED IN ----- ","f,` PROVIDE ACCESS TO CRAWL m "' CRAWL io '" ON 24° X TIN X 12° 6" LIFTS. TO BE FILLED CRAWL SPACE I SPACE TO ALLOW AIR FLOW 0 Nr SPACE C N � CONC. FOOTING. WITH SAND AND ___-_ TO BE FILLED LOCATED AT INSTALL GRAINS — a'-s" AND COVER WITH COMPACTED" LIFTIN WITH CTE AND 64755 MAIN ROAD BENEATH THE FLOOR o 10'-9d" COMPACTED IN 0 0 0 4" PC. SLAB PROVIDE ACCESS CRAWL SPACE W 6x6 WWM. INSTALL DRAINS 6" LIFTS AND w io / AND COVER WITH ----- COVERED WITH A co xm m x ,o TO CRAWL SPACE ,� -Iv ry 10 10 GA. _____ 4 `a N w w w TO ALLOW AIR _ / 4" PC. SLAB -_ 4" Pc. SLAB (RT. 25) NEW 2x4 c� ¢ T � m FLOW BENEATH `� LL BASEMENT WALLS ARE TO BE W/6x6 WWM. $' ____= W/6x6 WWM. SOUTHOLD, NY. KNEEWALLS rN z � � THE FLOOR o LEANED AND COATED WITH UGL SLAB 10/10 GA. j =-=__ 1� 70/10 GA r,� NEW 2x4 in o = G Q RYLOK FOUNDATION WATER-PROOFING KNEEWALLS w w x SLAB --3 -4" (GREENPORT FIRE DISTRICT) NEV W140 X g OR EIAL FLOOR JOISTS - TYPICAL ALL BASEMENT WALLS ARE __ SCTM # 1000-056-4-22 n NEW 2z4 TO BE CLEANED AND COATED ALL FOUNDATION OPENINGS ALL BASEMENT WALLS A TO BE PROVIDE 8° P.0 KNEEWALLS.r-3 WITH UGL DRYLOK FOUNDATION NOT BEING USED ARE TO BE CLEANED AND COATED W UGL WALLS AROUND 4" SLAB DETAIL ON DRAWING TITLE FILLED IN WITH CONCRETE AND DRYLOK FOUNDATION WA -PR OOFIN PROVIDE ACCESS INSIDE PERIMETER --- Id WATER-PROOFING =_--- z WATER-PROOFED USING UGL TO BENEATH THE OF BUILDING IN CRAWL SPACE DRYLOK FOUNDATION WATER-PROOF( G PROVIDE 2x4 WALL LOBSTER TANK THIS LOCATION. _____ 1 �.," NEW BEARING WALLS , 0 EXISTING 6X6 GIRDER I ^ E ISTING 6X6 GIRDER 2 q T '� V 4 - SCAL .y =1 FOUNDATION WALLS PROVIDE ACCESS y CRAWL SPACE '-'�, "' , . . E FOUNDATION PLAN AND FLOOR ARE TO TO CRAWL SPACE ,-25�, -r __ - O '" TO ALLOW AIRS `; s =- -- - NEW 6" THICK PC. SLAB BE CLEANED AND I FLOW BENEATH o o II III •' COATED WITH UGL W/#4 REBAR 12"oc, EW. DRYLOK FOUNDATION THE FLOOR o o m - =_ [Zs1 Q WATER-PROOFING w LL z J SPECS FOR LL m w II LOBSTER TK 14 1x E ,i '. n TO BE _ - � ?' pF 2" THICK GONG. NEW 2z4 NEW 2x4 m „ KNEEWALLS KNEEWALLSo - ALL BASEMENT WALLS n a r------ m ---PROVIDED, _ 4 ST -1 wS HCK z COLUMN ON --------- -- — -ALL BASEMENT WALLS - "" "`n ARE TO BE CLEANED Oh a NEW 3"' A STEEL ,a_ y_.24" . 24' % 12 _ARE TO BE CLEANED n x ---- EPS4" ihCRAWLCONC. FOOTING. COATED WITH (2) COATES z �_ f_,--_� aNSULATION (R-10) COATED WITH (2) COATES w m --- -_ - - L_ — — — 'OF STUCCO AND COATED SPACE OF STUCCO AND COATED oNw . n N THICK WITH UGL DRYLOK >w 3 3 • ALL WITH UGL DRYLOK upFOUNDATION WATER- ACCESS TO FOUNDATION WATER- ¢o� zPROOFING CRAWL SPACECE PROOFING aa" - n' THICK OTING G 4" PC. DATE: SLAB L-7' EXISTING 8" PC, FOUNDATION WALL A L> L> L> L 7 TYPICAL CONCRETE FOOTING a 1 '-4"x 8" MIN, S-0" BELOW L J FINAL GRADE. EAL: DTE: FOUNDATION PLAN � FEB 04, 2013\ PROJECT NO: SCALE: =1' t s; 955-2012 / Lf. DRAWN BY. � BDK \ r p COPYRIGHT 2013 O.A.K ASSOCIATES, LLC. � � � � aHECKEo BY: INDICATES NEW FODUNDATION WALLS, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. ' -'Ij (TOP OF WALLS TO BE 8" BELOW FINISH FLOOR) PLANS MAY NOT BE REPRODUCED WITHOUT s r N R: ® WRITTEN AUTHORIZATION. -- �� �� INDICATES FOOTINGS TO BE IVIIN. OF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF T-0" BELOW FINAL GRADE D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Doe NUMBER: OF INDICATES FOOTINGS CAN BE ON GRADE Acceptance of these drawings does not authorize the t right to build without the authorization P 9 9 JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•[ AA1ffi,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such o encies Prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE DOWN DETAILS -2� 24' D eA- K ASSOCIATES, ac mna np.comillla I 10„ 13._2 „ 10_31,. ,_10J„ 15, P,O.Boz 1675 phone: 16311433.9004 Southold,New Yak 11 RI fac (631)466-3354 EMI UeeMs am L mit!Aaxlales,LLC• fast FMl a&j's �flobs LLCf E F G 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 copled, disclosed Fto 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 AOA �qq . ;.� 108 /1 8 4„ 11'-6" 11'-6" - Y 063 063 A31 Ail 4„ m � N COUNTER O O a2 3z - 32 PROPOSED m NEW FREEZER ADA ADA r PROPOSED BATHROOM D BATHROOM VESTIBULE NEW N R Z � REFRIGERATION In N 5•° Z�,_ _ c Z, e o2 UNIT 34, J - 0 5- 0 x 10 /1 8 A31 m m JANITORIAL o RAW BAR CLOSET FEI g 21068 1068 21068 DISPLAY SHELVES ABOVE Y Z Y DISPLAY COUNTER '"' DISPLAY COUNTER I^ O PROJECT: O O 23 O $ ANAL TOP o CHLOEM I.I.C . GLASS TO CUTTING OJ 2D' BE 72" ALL, ROOM RETAIL = VIEWING 2' -b' '-2" 3 Southold DISPLAY COUNT ER AREA � AREA i n RETAIL COUNTER N O ,_78„ = Fish Market �JDISPLAY COUNT-R 3J" " a PR TYPE 2) ,9'-1Gg -2'-6' w LOCATED AT m z 6'—T 2'°6" PROVIDE (2)„ GYPSUM F ATTIO 64755 MAIN ROAD N o AccEss $ AOA ON EACH SIDE OF WALL g AS PER TABLE 702 1(2) / STAIR.9 (RT. 25) Sitting a COUNTER 3 0 7 -9 OF THE BUILDING CODE f ' AI"E'.O i OF NEW YORK STATE. �2. "o" OPTIONAL SOUTHOLD, NY. I P Y <.: WALLS n Y SHELVES (GREENPORT FIRE DISTRICT) Y ;n DISPLAY COUNTER PORTABLE O W ILS A -I O M TABLE G SCTM # 1000-056-4-22 DISPLAY SHELVES ABOVE "' �� �„ Z .I N I a 0 DRAWING TITLE 11/2118 FME-RATED 3068 3068 UPPER COUNTER OU R REFER DCORNDAMSS 28 8 O W L ENGES ____ REFER BELOW -ICOUNTER I" PROVIDE (2) LAYERS OF i i .l ICE A HINES a 10 _6" KITCHEN Y10 -2g -9c TYPE "X" GYPSUM FLOOR PLAN 'n ON EACH SIDE OF WALL AS PER TABLE 702.1(2) I FLOATING COUNTER �o OF THE BUILDING CODE A2 li N1 —24'—,0 " fo wo OF NEW YORK STATE ¢w LOBSTER Ali NYS APPROVED TYPE 1 EXHAUST HOOD o oPROVIDE (2) z O O ON CEILING LAYERS OOFFIC ¢ z P3040 P3040 P3040 P3040 THE BUILDING'X GYPSUM ma 1D' O WITH FIRE SUPPRESSION SYSTEM AS PER ______--------------- THE __________ c coDE E OF NEW YORK STATE G O O {y ren SINK �, DW SINK SINK W m DESK � I EXISTING CONCRETE EXISTING CONCRETE SET. ISSUED FOR: DATE: . {A� B 4 4 4 4 {gam 20'-8j" 5 EAL: DATE 1D'—s " +— s'—s)" + 1z'—off" 8r FEB 04, 2013 PROJECT N0. 955-2012 DRAWN BY: BOK © COPYRIGHT 2013 OAK ASSOCIATES, LLC CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � � "1 n t JJD PLAN UNDER FEDERAL COPYRIGHT LAW. " BEET Nu BER: FLOOR ■ LAN PLANS MAY NOT BE REPRODUCED WITHOUTWRITTEN AUTHOI ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � -' Al 03 D.A.K. ASSOCIATES, -- SCALE: 4"'=1' TRE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. -� HIGH e OIL 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 AS900A7E8,ua Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a endes Drior to construction. REFFR TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE DOWN DETAILS o� 6'—Q" 19 -2j 24 D -A-K ASSOCIATES, LLC msMmflol 6 commemal design•erpineeMO•comueYq 6 10,. 13'_2 " 10,_3 '_i0i" 39. 18' P.O.Box 1675 phone: 1631 4391181 SaulhoM,NewYork 11971 fne (631)466.3354 E-1vall: ssbn6Sl®aptanBrle,net C OeehasH Ann6KeHAvo lcref.LLC•Ides fa EM nAfes.LLC - E F G OWNERSHIP & USE OF 00CU E 5 These drawings and specifications Including the ideas, design and arrangements represented therein, are the property of D A K. ASSOCIATES, LLC. No port thereof shall be copied, disclosed Fto 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 bRAMP 108 /1 8 0163 G63 A31 A31 m I iv COUNTERO O PROPOSED NEW w ADA ADA FREEZER Y BATHROOM BATHROOM VESTIBULELu PROPOSED -------------- NEW -------------- — N � ❑o [� REFRIGERATION UNIT ---- o rc 10 /1 A31 N RAW BAR JANITORIAL CLOSET a ° 21068 21068 21068 DISPLAY SHELVES ABOVE Y Z DISPLAY COUNTER DISPLAY COUNTER �^ ��� U PROJECT: O m I i D I I N gz_ a RETAIL + TDP OF CHLOEM I.I.C. w AREA VIEWING GLASS TO CUTTING O 'I BE 72" ALL. ROOM I I RETAIL DISPLAY COUNTER VIEWING _I Southold s AREA AREA 'o > m \ RETAIL COUNTER F 4 o Fish Market DISPLAY COUNTER F E _, A LOCATED AT Z 1 64755 MAIN ROAD $ 0 ADA Sitting COUNTER 1 (RT. 25) Areao ------------------------- SOUTHOLD, NY. IHEIV SES U (GREENPORT FIRE DISTRICT) Fo' c DISPLAY COUNTER CUTTING PORTABLE O ABLE SCTM # 1000-056-4-22 O DISPLAY SHELVES ABOVE Z 3068 3068 UPPER COUNTER _ DRAWING TITLE: UPPER 3068 -------------------] p COU R REFER Q s O EFER BELOW COUNTER w KITCHEN OFFICE iii 1 ICE A HINES J NYS APPROV TYPE 1 EXHAUST HOOD �Ii li FLOOR DRAIN PLAN WITH STIFF SSSION sysrEM DArwc DETER w oesTER o w TANK P3090 P3040 P3040 P3040 Cb to w --------------- a Z Nn ,., O O eC7 ty Kn SINK c„DW SINK SINK W DESK LL pQ ID D c EXISTING CONCRETE EXISTING CONCRETE ET: ISSUED FOR DATE A B C L L> G 3,-5"—L-4•_7"— 4•_5" L-4'_5"--- L3'-2d" Y 2.)0•—BJ" Y— 10-5j° Y 9'_b12'-0�'• Y— 8' 6 SEAL: DATE: FEB 2013 86 -8} _ '- PROJECT NO. 955-2012 DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC, ( ( ,' V CHECKED BY. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED "� d JJp PLANS MAY NOT BDER FEDERAL EP REPRODUCED WITHOUT ` � ." ,-YRIGHT LAW, "!.\` SHEE NUMBER. FLOORDRAIN PLAN WRITTEN AUTHORIZATION. A104 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF --- �� SCALE: 4"'=1DA.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DUH NUMBER, Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI BE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building a7 D•A•[AND 10111,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTFS FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 1D•A•K ASSOCIATES, ac 35'-638'• 19'-2g° 24' reJtleniwl b comma clal wesbn•erpineeEnp•convKKq ,_1 ., 1p° 13'-7�" 10 _33„ ,_106° _3�,, iB, P.O.Bac 1675 phone: 1631)4339054 6 Southold New Yak 11971 Imc (6311466-M EMa1: sshn6S4i3opMnfn UC C Deehoi, LKeN uwcb e.LLC•1 [mt6tl s n ftwlm.LLC (J' OWNERSHIP & USE OF DOCUMENTS: E F These drawings and specifications including the A E Ideas, design and arrangements represented D therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connectlon with any work or project other than for which they have been prepared without written consent. PROPOSED CANVAS COVERED WORK NOTES: ENTRANCE OVER ADA 0 RAMP }I 108 /1 8 063 (i63 A31 A31 m I N COUNTERO O PROPOSED NEW REEZER w ADA ADA VESTIBULE PROPOSED w BATHROOM BATHROOM NEW N e Z m REFRIGERATION w UNIT O w z 10 8/1 A31 RAW BAR � JANITORIAL a CLOSET � 21068 21068 21068 DISPLAY SHELVES ABOVE Y z v= 0 � DISPLAY COUNTER DISPLAY COUNTER m U PROJECT: ¢ a O LL o ora in a RETAIL a a Q CHLOEM LLC . ¢ o AREA ¢ O v, o 4 m m a Lu o : w ¢ n w v, m_N �n m _ to ¢ C o o A rr < = Southold u e, 3 °o m RETAIL u DISPLAY COUNTER u VIEWING n o ¢ CU INE o � O AREA o ,o f AREA ROOM ° ¢ a m f UJ w Fish Market x o 0 o o DISPLAY COUNTER �n o 3 a a, b ° m ATTIC z z rr o z N Accsss LOCATED AT u v j z m o w w o STAIlLS 64755 MAIN ROAD m m w ADA (RT. 25) N o 3 Sitting C OUNTER Z ~ UI C9 Q RlNz o ¢ AfEO z z w m SOUTHOLD, NY. wm �` w z — SHELVES mU (GREENPORT FIRE DISTRICT) ww DISPLAY COUNTER zC�TTING EDISPIAY SHELVES ABOVE TABLE ZSCTM # 1000'056-4-22 lf�Z3068 "' 0 n DRAWING TITLE 3068UPPER COUNT REFER ____REFER BE °DU"TER z J FIRST FLOOR w ITCHEN � ii Iii ICE A HINES CEILING PLAN NYS APPROVED TYPE 1 EXHAUST HOOD I I WITH FIRE SUPPRESSION SYSTEM Y OFFICE o� io FLOATING COUNTER o of 0V LOBSTER U Z P3040 P3040 P3090 P3040 c -'°¢' Z ] w L------------------------------ 0 §0 J n O O w M O r� 'U FZ) SINK NOW SINK SINK OW DESK n OV� F, Fo To N EXISTING CONCRETE EXISTING CONCRETE ET: ISSUED FOR: DATE: L> L> L> L> L 4 - - SEAL: DATE: 3'-5 T '- 5' 5' 3'-2� 20-81 +- 10'-5}" + s'-53" + 12'-OJ" 8' — FEB 2013 „�---. - PROJECT NO: 86-8 ' Wit- --1111 955-2012 `" DRAWN BY: BOK ® COPYRIGHT 2013 D,A,K ASSOCIATES, U.C. I; i" - - -�� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED I" JJD UNDER FEDERAL COPYRIGHT LAW. '' -/ S EET N MBER. FIRST F LOO R CEILING PLAN PLANS MAY NOT BE REPR°°BDED °UT WRITTEN AUTHORIZATION. - \V Al 05 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. D03 NUMBER: I OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI BE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•[ AS900A7ffi,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0(l Drior to construction. 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DOB CF Acceptance of these drawings does not authorize the right to build without the authorization LAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Depk, of Hall Services, Town Building p D•A•L ANDIC 1ffi,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such o encies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D -A•K ASSOCIATES lu — � — nnkenliol 6 commeichl dedpn.erolnaeMp•ronsulXrp r— — P.O,Box 1675 phone: 1631 433-9084 Southold,New York 11971 fax: f631f 466-3354 E Mail: ssdn654oplonline.net - — – – - --- Oeehostl,Mn6 KeNAsoclolee.LLC•I Emf fnd OeY nAaaclob,,LLC LJ_ LI I! tL L1L11JI L _u 1Juu L_JULU 1 OWNERSHIP & USE OF DOC M S _-_ILL u u u L II J ILII I fI I ILLI-- I HJ_u-tl_L� f - - -- - - - - - - -- - - _ MI - - WuuLU1LLL uu Er N-� LLu 11 T_JL - - - - — - - - -- LI _W- _J 11' ILLI I_ LL IJI_ _LLL—LLL L_ I_rLLLi These drawings and specifications including the — — T U 1� _,1� — — ` i — L_u uluuuu_9 LUI-u_ l u 11-1 u' DMILu-11-1 i1_u_ a u1 u ❑ _u J u LI J — - - _ua LlJuu 1 :1_u iluu—JJILII-II i1_u_'JL u.uu1 H_LUIu � J L 1 - I II I I� I 7 II - _ L LLI �J'�_lu I '�I t1_I_I I L ! 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L H _ _u.IIJUL JLIIT _ILLL�JI_H�_IL LU II IL IL J H_WIILu_u11-ILllL LI❑i - 1LLJ ILIIJLLIL' _H_U IIJI ❑ J' a ❑ LLL -H a llJIIJL ❑llIIIIJ HJI LLIIJ � ���j LH L11_ ' II_H_uIL uIIJLJIi_IL IIJ1 ❑ IJ_.IJ � LILJ_ ILII_fL!I III - Ilu lu- H_u �LI � H u Bu ll _ I 4J� H IJIIIIIL�I��I � IILI J'�J II_ W � ❑LIL a JL I�uuuL L L _ ,L❑1 4JL�=- J L1J,_iloJI ill I❑L I ! ,J � u�uuuuul-LLI.ill❑ILLI_❑JJUJLLLuu_'Lu11�u1L._��II� a"� JIB I �TJWu LCI I ,I � I_If UJJ,IJ ❑1�uI,LW❑i _4 r.❑LIILJ i-❑JL` _LUJ .LII-II� _ J=LTlU�=1,111 ._.I;IJ' LJ�IIIJ_IL❑JL111JI_L r n���uu EiN l LL WI LILu HILL I� � I ���L4❑L� � � D � _ � � FEB 04, 2013 PROJECT NO. 955-2012 DRAWN BY: -VI BOK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. 1 ; I`, � CHECKED BY: EAST ELEVATION �� ' r ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED L-. �. 1, JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: WEST ELEVATION _ � ,/ PLANS MAY NOT BE REPRODUCED WITHOUT � j� SCALE 1e=1' SCALE: �"=1' WRITTEN AUTHORIZATION. A202 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. ooa MBER: of Acceptance of these drawings does not authorize the right to build without the outhorizohon JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building p l All im Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such arcades prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D •A-K ASSOCIATES, LLC mLtleneal L comma l eeaon•englneeMp•cauulft 516 Main Sheet phone: (6311767-6071 WesHwlrpltanBeciNew York 11978 fax X6311466.3354 EMal, CAnnBBBlIft.cam CONTINUOUS RIDGE VENT peehofM,Ami L KeN Auoclola,LLC•ranro Eaf 6d DeY nAaocbNL LLC OWNERSHIP & USE OF DOCUMENTS: 2.12 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 project other than for which they have been prepared without written consent. 2X4 HANGERS - 16"oc WORK NOTES: EXISTING 2" ROOF SHEATHING VERIFY CONDITION OF EXISTING 2' BOLT ARCHITECTUAL ROOF SHINGLES PROVIDE GABLE VENT / FRESH AIR 30k FELT INTAKE FOR FIVAC TO BE MOUNTED 1Yz"x3'f44" SOLID CROWN - ATTR BEHIND SIGN (@6" OFF THE WALL) ON 1x8 AZEK RAKE BOARD - —- 2x6/2.4 STRONGBACK 2° BOLT R-30 INSULATION CHLOEM LLC . R-30 INSULATION TYPE ALL. RAISED UP TO 10 -6' AFF. RAISED UP TO 10'-5 JOISTS-16"oc ° EXISTING CEILING JOISTS-16"oc E%ISTING 2x8 CEILING JOISTS-16'o EXISTING 2x8 CEILING AFF. ° Commercial RAISED UP TO 10'-6' X' SHEETROCK 4" TYPE "X' SHEETROCK �" TYPE "X" SHEETROCK 2x6 SUBFASCIA a" TYPE "%" SHEETROCK Building TYPE "X" SHEETROCK 1"x e" AZEK WINDOW CASING LOCATED AT 'x 6" AZEK BEADBOARD 1Y2"x3Y4" SOLID ON 1xx AZEK PLATE GACDXEON THEBEXTEEATHAND ED WITH CONTINUOUS ONTI UB BOARD SCREE AZEK FFIT V BOARD 64755 MAIN ROAD ON 1x8 AZEK RAKE BOARD . S"NEO SOFFIT VENT BLE ND TO TOP FRIEZ (RT. 25) 2 J"x 6" AZEK WINDOW CASING 2.4 - 16"oc STUDS COX ON THE INTERIOR, PRIOR TO BIW SOUTHOLD, NY. RAW BAR SHEETROCKING THE WALL S I t l I n (GREENPORT FIRE DISTRICT) \— J" TYPE "X" A r e a SHEETROCK i �" TYPE HISTORIC AZEK WINDOW SILL SCTM # 1000-056-4-22 SHEETROCK - � x fi" AZEK WINDOW APRON CASING DRAWING TITLE: 30# FELT TYPE "X" SHEETROCK 3/4" CDX SUBIFLOOR �" TYPE "X" SHEETROCK Yz" CDX SHEATHING 3'ql � 72" HARDI-PLAPIP SIDING O6' EXPOSURE VINYL SIDING CDX LEVELING SU BFLOOR DRIP CAP CROSS SECTION R-15 INSULATION — - (2) 2" LAYERS OF AZEK STAGGERED SEAMS 2.4 SHOE (ALL SEAMS AND LAYERS TO BE GLUED TOGETHER) AZEK SKIRT BOARD W140 X 9 OR EQ L FLOOR GISTS W140 X 9 OR EQUAL FLOOR JOISTS W140 X g2 OR EQUAL FLOOR JOISTS ICE AND WATER SHEILD ON PLYWOOD OVER GRACE AND ICE SHEILD AND FLASHING AS REQUIRED r R-30 INSULATION r TERMITE SHEILD PROVIDE TERMITE FIRE BLOCKING 2x4 FIR STUDS PROTECTION AS 2x4 CCA SHOE TOP PLATE PER CODE EXISTING GONG, SLAB EXISTING 4" SLAIB EXISTING 4° SLAB SET: ISSUED FOR: DATE: CROSS SECTION A SCALE: Z"=1 ' A I L: =_ FEB 04, 2013 PROJECT NO: 955-2012 r I'- /ir/ 'It1 DRAWN BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, L.C. BUK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,•' CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. - �,• / � JJD PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AI' O.A.K. ASSOCIATES, LLC. 3 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. 100d NUMILER: I Or VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR Acceptance of these drawings does not authorize the right to build without the authorization 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 BE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•H AASBOCIA3f3,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE DOWN DETAILS D•A•K ASSOCIATES, uc m9tlennol L commercial Degan•enpineeMp•cmeulnrp CONTINUOUS RIDGE VENT SO6Main Skeet phone; (631)761-6071 Westhampton Beach,New Yd 11978 lac (631466-3354 2,,12 RIDGE BEAM Well cMnB wool.com Deehnftl,Mn L Kell A WIN,LLC•femim6i emfE deft. IdieL LLC 2X10 —16"oc RAFTERS OWNERS P & SE 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 z" 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 2" BOLT 1Y2"x33/4" SOLID CROWN ON 1x8 AZEK RAKE BOARD 2x6/2x4 STRONGBACK ATTIC R-30 INSULATION }" BOLT �' BOLT R-30 INSULATION CHLOEM I.I.C . EXISTING 2x8 CEILING JOISTS-16"oc • • EXISTING 2x8 CEILING JOISTS-16"oc Commercial TYPE "X" SHEETROCK TYPE "XSHEETROCK � ' TYPE X„ " Building a SHEETROCK i LOCATED AT %%33/4" SOLID CROWN 2x4—i6"aa. sruos 64755 MAIN ROAD ON 1x8 AZEK RAKE BOARD DBL 2x4 TOP PLATEREST CONTI UOUS VENTED (RT. 25) 4 - is'aa. sTuos ROOMS -IW RETAIL COUNTER SALE KITCHEN SHEETROCK SOUTHOLD, NY. VINYL SIDING SHEET IX (GREENPORT FIRE DISTRICT) R-15 INSULATION -ICO -o'd- SCTM # 1000-056-4-22 DRAWING TITLE: -E T—J— CROSS SECTION W140 X k OR EO L FLOOR JOISTS CONCRETE SLAB EXISTING 2.6 FLOOR JOISTS-16"ac R-30 INSULATION R-19 INSULATION R-19 INSULATION 2x4 FIR STUDS NEW 4" P.0 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 CROSS SECTION B SCALE: i"=1 . DA FEB 04, 2013 PROJECT NO: _--' ' 955-2012 DRAWN BY: © COPYRIGHT 2013 D,A.K ASSOCIATES, LLC, `/ " NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT ; ' ' 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. t-_- JJD n HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA PLANS MAY NOT BE REPRODUCED WITHOUT \ SHEET NUMBER; HEIGHT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ���� O.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 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 SeNces, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p,A-K ASSOCIA7PS agencies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE DOWN DETAILS Ia D •A•K ASSOCIATES, DC ent6 commcladoll• lnng•co n eA �w CONTINUOUS RIDGE VENT 506Main Skeet phone: (631)767-6071 Westhampton Beach,New York 11978 lac (631)166-3351 Eil CAmBMod.cam 2x12 RIDGE BEAM oeekond.Mn nxxu A,uclolm,uc. emrr�a oeo nAs,ocarm,uc OWNERSHIP & USE OF DOCUMENTS: 2X10 —16"oc RAFTERS 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. WORK NOTES: 2X4 HANGERS — 16"cc EXISTING j" ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT ARCHITECTUAL ROOF SHINGLES 2x6/2x4 STRONGBACIK ATT I C 30"X 45" SKYLIGHT TO BE TUNNELED AS REQUIRED BOLT z" BOLT R-30 INSULATION CHLOEM LLC . EXISTING 2x8 CEILING JOISTS-16'b ° R-30 INSULATION � ° EXISTING 2x8 CEILING JOISTS-16°oc Commercial TYPE "X" SHEETROCK TYPE "X" SHEETROCK 4" T Building TYPE "X' TYPE "X" SHEETROCK LOCATED AT SHEETROCK 1/,'x3314" SOLID CROWN 64755 MAIN ROAD ON EK DBL 24A TOP PLIATE BOARD FRIEZE BOARD CONTINUOUS VENTED (RT. 25) VESTIBULE RETAIL SALE FLOOR KITCHEN 9" TYPE 'X SOUTHOLD, NY. 100 SHEETROCK VINYL SIDING (GREENPORT FIRE DISTRICT) 2x4-16"oc. STUDS � 2x4-16"oc STUDS' TYPE "X" SCTM # 1000-056-4-22 SHEETROCK 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 EXISTING 2x6 FLOOD JOISTS-16°a1 EXISTING 2x6 FLOOR JOISTS-16"oc C NCRET SLAB 4" INSULATION R-30 INSULATION R-30 INSULATION (R-24) EX. 6x6 GIRDER CRAWL CRAWL SPACE COMPACT FILL SPACE NEW 3" DIA COLUMN SET: ISSUED FOR: DATE: NEW 2'—D" X 2'-0" X 1'-0° CONCRETE FOOTING CROSS SECTION C SEAL: DATE: SCALE: 2 =1 � �_. FEB 04, 2013 E OF L; t, PROJECT NO:955-2012 DRAWN BY: 0 COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. �� { - , I BOK NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,k; / - CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. JJD AS THE 6068DD AT THE WAITERS STATION, THIS IS A CRITICAL ,�� Lam' / .� HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA PLANS MAY NOT BE REPRODUCED WITHOUT _ i SHEET NUMBER: WRITTEN AUTHORIZATION. _ HEIGHT ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A3�3 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. NOTEVERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. JOUd NUMIJR-in: OF VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS, PRIOR Acceptance of these drawings does not authorize the right to build without the authorization 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 BE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such as D•A-R ASSOCIA38S,ac agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D eAe K ASSOCIATES ac rmkeneol L commeichl CeOgn.englneedng•comunlrq 506Matnsfreet plane; 16311767-6011 Westlampton8each,New York 11978 fax 1631141 E-Mal: CArmill ®oolcom CONTINUOUS RIDGE VENT Deedmrq,Ann BKelY,Vogatm.LLC•1 EmibM Oeil nAvxlobf.LLC OWNERSHIP & USE OF DOCUMENT 2.12 RIDGE BEAM These drawings and specifications Including the ideas, design and arrangements represented therein, are the property of D.A.K ASSOCIATES, 2X10 —16"oc RAFTERS 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 i" BOLT prepared without written consent. EXISTING �` ROOF SHEATHING VERIFY CONDITION OF EXISTING WORK NOTES: 2X4 HANGERS — 16"oc 3011 FELT ARCHITECTUAL ROOF SHINGLES 2x6/2x4 STRONGBACK BOLT ATTIC 2" BOLT }" BOLT R-3D INSULATION CHLOEM I.I.C. EXISTING 2xB CEILING JOISTS-16"oc a EXISTING 2.8 CEILING JOISTS-16"oc R-30 INSULATION Commercial gn" TYPE "X^ Ar" TYPE "X" SHEETROC �" TYPE "X' SHEETROCK Building SHEETROCK 4TYPE "%" SHEETROCK %'x33/4" SOLID CROWN --- ( ---� r, LOCATED AT ON 1x8 AZEK RAKE BOARD 64755 MAIN ROAD DBL. 2x4 TOP PLATE RETAIL SALE FLOOR RETAIL SALE FLOOR OFFICE (RT. 25) SOUTHOLD, NY. TYPE "X" I SHEETROCK -Ica (GREENPORT FIRE DISTRICT) L _ _ L ___ SCTM # 1000-056-4-22 20 — 16"oc, STUDS — HARDI—PLANK (6" EXPOSURE) -------------------------- DRAWING TITLE: R-15 INSULATION _ �„ TYPE „ L J SHEETROCK -� CROSS SECTION EXISTING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc EXISTING 2x6 FLOOR JOISTS-16"oc R-30 INSULATION R-30 INSULATION R-30 INSULATION R-30 INSULATION E%. 6x6 GIRDER V EX. 6x6 GIRDER NEW 3" DIA COLUMN NEW 3" DIA. COLUMN SET: ISSUED FOR: DATE: NEW NEW 2'-0" X 2'-0" X 1'—O" 2'-0" % 2'-0° % 1'-0" CONCRETE FOOTING CONCRETE FOOTING CROSS SECTION D SCALE: L DAIL _ FEB 04, 2013 - PROJECT NO: 955-2012 DRAWN BY, NOTE. ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ^ BDK 1 AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. \:,, CHECKED BY, JUD HEIGHT PLANS MAY NOT BE REPRODUCED WITHOUT - - sHEEr MBER: WRITTEN AUTHORIZAHON. - - - ALLPLANS AND DESIGNS ARE THE SOLE PROPERTY OF DA A304 D.A.K. ASSOCIATES, LLC NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD THE RICHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS, PRIOR OB TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS Acceptance of these drawings does not authorize the right to build without the authorization DMBER I OF 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 M D-A-K ASSOCIA0E9,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D•A-K ASSOCIATES uc r dental 8 commercial di•mrpineering.eonwilNp 506 Main sheet phone: X6311767.6071 Weddell Bel New York 11978 fac (631)466-3354 E-Mal CAmIBB ft.com CONTINUOUS RIDGE VENT peekwN,/urn Ll(eN Assoclolef,LLC•rwme Fmi 6,tl pee nwiwcbMy LLC To OW SHIP o USE 0 UUUUMENTS: 2x12 RIDGE BEAM These drawings and specifications including the Ideas, design and arrangements represented therein, are the property of D.A.K, ASSOCIATES, 2X10 —16"oc RAFTERS 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: EXISTING �" ROOF SHEATHING VERIFY CONDITION OF EXISTING 2X4 HANGERS — 16"oc 30,y FELT }" BOLT 2x6/2x4 STRONGBACK ARCHITECTUAL ROOF SHINGLES ATTIC BOLT R-30 INSULATION CHLOEM I.I.C. BOLT EXISTING 2x8 CEILING JOISTS-16" e oc o EXISTING 2x8 CEILING JOISTS-16"oc o " R-30 INSULATION e Commercial �51 EE ROCK Bs' TYPE HEETR C i 411 TYPE "X" SHEETROCK 4 TYPE "x" Building SHEETROCK ` II LOCATED AT 1>i"x3./" soup CROWN 64755 MAIN ROAD ON 1x8 AZEK RAKE BOARD �1 I DBL. 2x4 TOP PLATE (RT. 25) 2x4 - LANK e STUDS SOUTHOLD NY. HARDI—PLANK (6" EXPOSURE) � J" TYPE °X" R-15 INSULATION SHEETROCK (GREENPORT FIRE DISTRICT) TYPE I I SCTM # 1000-056-4-22 ETR c RAWING TT : ------------------ LOBSTER TANK CROSS SECTION —� VERIFY DIMENSIONS ------------------ EXISTING 2x8 FLOOR JOISTS-16"oc EXISTING 2.6 FLOOR JOISTS-16"oc ------------------ WITH OWNER PRIOR R-30 INSULATION R-30 INSULATION TO CONSTRUCTION — -------------------------- --- ----------------- — 2x6 GIRDER 3" DIA. COLUMN SET: ISSUED FORDATE: 7-0" X 2'-0" X 1'-0" CONCRETE FOOTING CROSS SECTION E DA : SCALE: g"=1 ' AL: _ rid- J-1 uEi FEB 04, 2013 PROJECT-NO: 955-2012 NOTE ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT LDRAWN© COPYRIGHT 2013 DA.K ASSOCIATES, L C.ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED _ ILrI . DK AS THE 60GSDD AT THE WAITERS STATION. THIS IS A CRITICAL � , i "'J. BY: UNDER FEDERAL COPYRIGHT LAW.HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA ' 1�-r' Jo PLANS MAY NOT BE REPRODUCED WITHOUT BER: HEIGHT �,� �; WRITTEN AUIHORIZAIION. - _ -_ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A305 D.A.K. ASSOCIATES, LLC. NOTE, VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. THE RIGHT TE BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY i0 THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR Do BER; a 10 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 Heath Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such m Ii , agencies prior to construction. REFER TO GENERAL NOTFS FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D -A-K ASSOCIATES, uc m; real L comme.Wl ci s,n.erdneeMp.comumaq WMaInSheet phone: (6311767-6071 WestlwmptonBeach,New York 11978 fmc X6311166-3351 EMI CMniffiWodson oeaaosa,/um LKelVAssccloles,uc. emt ew oes nAvoclalm,uc OWNERSHIP & S 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, 2.12 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 2X10 –16"oc, RAFTERS 2X10 –16"ac RAFTERS prepared without written consent, WORK NOTES: ARCHITECTUAL ROOF SHINGLES ARCHITECTUAL ROOF SHINGLES COX ROOF SHEATHING EXISTING j" ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT 30# FELT BOLT 2X4 HANGERS – 16"oa 2" BOLT ATTIC 1Y2"x3�/4" SOLID CROWN ON 1x8 AZEK RAKE BOARD 2x6/2x4 STRONGBACK R-30 INSULATION BOLT BOLT CHLOEM I.I.C. R-30 INSULATION INC 2x8 CEILING JOISTS-16I., " EXISTING 2x8 CEILING " " Commercial R TYPE "X" SHEETROCK � TYPE "X" SHEETROCK �. TYPE "X Building 11 111 000 . 3U INSULATION SHEETROCK LOCATED AT 7Yz"x3s/4" SOLID CROWN 64755 MAIN ROAD S" CK ON 1x8 AZEK RAKE BOARD DBL 2x4 TOP PLATE 2X8 CEILING JOISTS (016"oc, SHEYPE "X ZR-30 TYPE "X"INSULATION FRIEZE UB ARD VENTED — DBL. 2.4 TOP PLATE (RT. 25) 2x4 – 16"oc. STUDSy PROPOSED CUTTING 6068 DBL DOOR CUTTING 2x4 - 16°ac STUDS SOUTHOLD NY. VINYL SIDING NEW REFRIGERATOR ROOM ROOM Will VINYL SIDING R-15 INSULATION AND FREEZER UNIT - / (GREENPORT FIRE DISTRICT) TO BE BUILT WIT -I - IN S TYPE "X R-,5 INSULATION SHEETR°DK SCTM # 1000-056.4-22 THE NEW STRUCTURE � ETR X SHEETROCK DRAWING 4" P SLAB W/6x6 10/10 WWM ICE AND WATER SHEILD 4" PC. SLAB W/6x6 10/10 WWM TITLE: 2" DOWBOARD RIGID INSULATION WONDER BOARD OVER Yz" CDX PLYWOOD 2" P C. SLAB 2" DOWBOARD RIGID INSULATION CROSS SECTION 2x4 DOUG FIR SILL COMPACT SAND FILL T_ T COMPACT SAND FILL 2" DOWBOARD RIGID INSULATION 2x4 – ACO SILL e" CMU. FOUNDATION e ° - EXISTING CONCRETE - = LOWER KITCHEN FLOOR SET: ISSUED FOR: DATE. CROSS SECTION F SCALE: 1"=1 ' EAL: _ DATE: FEB 04, 2013 �!,4 -- PROJECT N0: 955-2012 DRAWN BY: © COPYRIGHT 2013 DlASSOCIATES, It �',� " BDK NOTE ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDCHECKED BY: � AS THE 6068DD AT THE WAITERS STATION THIS IS A CRITICAL UNDER FEDERAL COPYRIGHT LAW. - HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA �� � JJD PLANS MAY NOT BE REPRODUCED WITHOUT `'v ''�,j,�; s EE UMBER: HEIGHT WRITTEN AUTHORIZATION. ,�___L. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �/7 D.A.K. ASSOCIATES, LL3 C. 06 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD PUNS 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 DoNUMBER: 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 p,A•g ASSO�A78S agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS DeAeK ASSOCIATES ju ro denflal t wrrar lal dwIgn•erromeerliq•conwlllrq 506 Main Simi phone: 16311767.6071 WeslhamplonBeach,New York 11978 fac 163114663754 EMal CknBBM@W.com Dewkofd.Mv&a HA,wcIaleY LLC•I Emt6tl Reil nAaocloteLLLC OWNER IP USE OF DOC ENT : CONTINUOUS RIDGE VENT These drawings and specifications Including the Ideas, des,gn and arrangements represented therein, ore the property of DA K. ASSOCIATES, 2.12 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 2X10 –16"oc RAFTERS prepared without written consent, WORK NOTES: ARCI-IITECTUAL ROOF SHINGLES ,— EXISTING 2" ROOF SHEATHING VERIFY CONDITION OF EXISTING 30# FELT �" BOLT 2X4 HANGERS – 16"-- j" BOLT ATTIC R-30 'NSCHLOEM LLC . I"I" BOLT 2x6/2x4 STRONGBACK R-30 INSULATION Commercial - - - - - - - EXISTING2z8eGEILING - - Building EXISTING 2x8•CEILING JOISTS-15"ac LOCATED AT _ - - - - - - - - - - - - - - - - - - VINYL SOFFIT 64755 MAIN ROAD TYPE "x. � - - — — _ — (RT. 25) SHEETROCK LIN OF (2)1/a'x 11/e" LVL GIRDER 2X8 CEILING JOISTS X16"oc' R-30 INSULATION !LINE OF (2)13/a��x 11�/e� LVL GIRDER ' SOUTHOLD, NY. DBL. 2x4 TOP PLATE PROPOSED 6068 DBL DOOR (GREENPORTFIRE DISTRICT) 2x4 — 16"oc STUDS NEW REFRIGERATOR I LOADING DOCK I LOADING DOCK SCTM # 1000-056-4-2 VINYL SIDING AND FREEZER UNIT R-15 INSULATION - TOI BE BUILT WITH - IN RAWIN TI E' THE NEW STRUCTURE I D 6 P SLAB W/6x6 10/10 WWM 4" P.G. SLAB W/6x6 ,°/,° WWM SHEETROCK CROSS SECTION 2" DOWBOARD RIGID INSULATION 2" P.C. SLAB COMPACT SAND FILL COMPACT SAND FILL 8" PC FOUNDATION 2x4 DOUG FIR SILL 2x4 – ACQ SILL a ISSUED FOR: DATE: CROSS SECTION G SEAL DA FEB 04, 2013 SCALE: 1 -- PROJECT N0: 2 — •. i_ lvl �r ; , 955-2012 DRAWN BY: Y BOK © COPYRIGHT 2013 Di ASSOCIATES, ILC r''1 t cHEOKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " JJD UNDER FEDERAL COPYRIGHT LAW. �U� '•/., � �', PLANS MAY NOT BE REPRODUCED WITHOUT SHEE NUMBER: NOTE ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT � �/;:�;�� AS THE 6068DD AT THE WAITERS STATION THIS IS A CRITICAL WRITTEN S AND AUTHORIZATION, �/1 �� HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF HEIGHT O.A.K. ASSOCIATES, LLC. 3 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. o N BE Acceptance of these drawings does not authorize the right to build without the authorization DEERKOSKI PE NOTE' VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. of Iacal governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS PRIOR Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such m O.A-K ASOI TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS ft r19-1111 LIM D e A e K ASSOCIATES, Td-C ,e,WeIII i comm mclol dw4n•er4,ww,rnv•coroulXiq P.O.Box 1675 phone; (631)433-M SouBwld,NewYalk 11971 for 16311466-3354 EMob sslon6540optonine.net Deegmll,Mn 6IUN Acxloles,LLC.lgme Emf 6M Deg nAaocbteL LLC 0 ER HIP & USE OF D CUMENTS: 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 wdh any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: e" TYPE M" SHEETROCK (2)2X4 TOP PLATE CHLOEM LLC . RANGE H GGD TYPE 'X" SHEETROCK �" TYPE "X" SHEETROCK (2)2X4 TOP PLATE Southold 15 GA STAINLESS STEEL PANELS (2)2X4 TOP PLATE ATTHORIZ TO WALL USING Fish Market HORIZONTAL FURRING CHANNELS 8"oc, FRP PANELS FRP PANELS (FIBERGLASS REINFORCED (FIBERGLASS REINFORCED DRAGONBOARD PANELS, FIRE—RATED) PANELS, FIRE—RATED) LOCATED AT 2X4 CONSTRUCTION {`�" DRAGONBOARD r°5" DRAGONBOARD EXTERIOIR SIDING SYSTEM 64755 MAIN ROAD sg" Y¢" CDX SHEATHING TYPE •'X" SHEETROCK 2X4 CONSTRUCTION 2X4 CONSTRUCTION (RT. 25) 2X4 CONSTRUCTION R-15 INSULATION TYPE 'X" SHEETROCK B-15 TYPE ••X•• SHEETROCK SOUTHOLD, NY. PROVIDE AIR SPACE FOR HEAT REMOVAL R-15 INSULATION R-15 INSULATION (GREENPORT FIRE DISTRICT) 2X4 SHOE 2X4 SFIOE y°5" DRAGONBOARD SCTM # 1000-056-4-22 16 GA. STAINLESS STEEL PANELS EPDXY COATED FLOOR EPDXY COATED FLOOR (MIN RETURN UP THE (MIN RETURN UP THE ATTACHED TO WALL USING DRAWING TITLE: �" HORIZONTAL FURRING CHANNELS 8"oc. WALL 9") WALL 9") 2X4 SHOE PROVIDE S/S END CAPS AT EACH END OF SEA OPTIONAL KITCHEN ENT DRAGONBOARD �• DRAconIBOARD TILE FLOOR THE WALL To ALLOW HEAT TO v{`�" DRAGONBOARD (NOTE BOTTOM OF VENT TO BE SEALED 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) SETISSUED FOR: DATE: 5 DA I L: �' •, FEB 04, 2013 PROJECT N0: 955-2012 DRAWN BY: BDK NOTE ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT AS THE 6068DD AT THE WAITERS STATION, THIS IS A CRITICAL © COPYRIGHT 2013 D ASSOCIATES, LLC. j CHECKED BY: E ALL FLOOR PLANS AND JJ° ELEVATIONS ARE PROTECTED HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA - ,r'%� '/� UNDER FEDERAL COPYRIGHT LAW. — �� i' S ET NUMBER: HEIGHT PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. w /7 O A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF O.A.K. ASSOCIATES, LLC. H3 }8 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, Doe NUMBER: of TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization P 9 9 JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. 01 Health Services, Town Building © D•A•IC ASSOCIATES,ue 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 pLL PIX'l'UREE ARE TO BE VERIFIED BY OWNER ALL PIXTURE9 ARE TO BE VERIFIED BYOWNER D •A• c ASSOCIATES, 11C PRIOR TO ORDERING AND INSTALLATION mkenaal a commeicWl design.engineering.coraultNp PRIOR TO ORDERING AND INSTALLATION VERIFY ALL SWITCHING LOCATIONS WITH VERIFYALL'WTTCBING LOCATIONS WITH OWNERPRIORTO INSTALLATION.ALLP.O.BOKI phone: (6311 Q-M OWNER PRIOR TLWOO INSTALLATION.ALL ELECTRICAL WORK TO CONFORM TOaxwTH ELECTRICAL WORK TO CONFORM TO STATE Settled,Newyork 11911 fox (631)466 Bou AND LOCAL CODES. AND LOCAL CODES. -Mal sdan i0loplonfulenef Dodi Am,L Karl Anaclelea Luc-ramw East Fne DaslonAnnsictew LLC OWNERSHIP & USE OF DOCUMENTS: A 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 Ii o project other than for in with any work arthey have been ELECTRICAL SYMBOL LIST: WORK NOTES prepared without written consent. ® Waterproof Welded-Dog House-style floor device with duplex receptacle on"rated cine ik and voice/dataromptacla with cable drag line duplex convenience receptacle . ,1. 1. �• duplex recepbele on dedicated circuit duplex cunv®seoce reaepncle above courier I b �a quad receptacle at telleshead above cowfal =@ Girl protected duplex convasence receptacle e �• half switched floor acepelacl-(braes plata-flush in floor) Weatherproof lockable GFT protected duplex receptacle r (dedicated circuit) EXISTING =tD quad receptacle SLAB . voice I data recaptcla with cable drag line CRAWL SFACE I Avoice I data receptacle clockreceplaele CRAWL SPACE PROJECT: CURCUIT CURCUIT light switch location ^q��l �d�t light ewitchwish fan timaloadon r OPUMP CHLOEM LLC . $k light switch with hey lock location ZO ® CRAWL SPACE provide all exit signs with batrery backup u required a r.by cade(V.LF.) ' dual head emergacy spot Rehm with battery backup 6S o u t h o l d u required by code(171F.) w TP-9 cauntemry contmuoue plug mold CRAWL O ® voice/data drop with cable drag ban for heart Printer SPACE Fish Market OA Exterior Ifl-HatReccaledLight F LOCATED AT CRAWL SPACE OH interior Bal Received Light Fixtme(General Puryow) 64755 MAIN ROAD OC Interior Hi-Het Receased LightFixtae(High Caging) CRAWL SPAC (RT. 25) OD Interior Hi-HatReeaaet Ltght Ahaora(Accmt Ltght) SLAB SLAB SOI.ITFiOLD, NY. FIVE Appliance mbehard-wired verity all of load LOCATE INCEILI G (GREENPORT FIRE DISTRICT) JOIST TBD-: L Hurgipg CeWng Mounted Fhrnna Outlet SCTM # 1000-056-4-22 TBD-P Surface Mounted Ceiling Fixture Outlet O DRAWING TITLE: f z 0 TB0.8 * 9utfsceMomtadWaRPi Sconcexhna0uflet CRAWL SPACE =Q4 � BASEMENT ELECTRIC TBD-RW Suds,Mmmrea wall Mounted Fixtue Outlet CRAWL SPACE Q0 _ AND ® NewBatbroomHxhauetFm(doctedrhrwghbsckofrooQ _----------------------------- s ° LIGHTING PLAN LOCATE ,�-- (Bean Solitaire Ultra Silent-Model SIIOU(110 CFM,1.5 Sona)) a Q p D o O o O uj JOISSTT iii SPECS FOR Cove Lighting OP lilt LOBSTER TK NL Night Lighting Chaott OF i� TO it J PROVIDID ED �� l� BY OWNER 12-x48-Fluorescent Tube Fiat=(covered) �^ STEPS SPACE _ .__________ _ d. - 3 Pro w z videal HVAC w Wog udlm mPapam ISSUED FOR:VWBRanmeRghab V0e*elsndape P - NOTE:SI VERIFY ALL LOCATIONS OF NAVIN ON DEMAND CONDENSING HOTWATER HEATERS.(TO BE SIZED ACCORDINGLY) IF UNITS ARE TO BE INSTALLED IN ATTIC, ` ATTIC SPACE MUST BE INSULATED AND TEMPERED. I I +`� �I/ IL�+��' � I E F —p7u � ES ARE TO BE VERIFIED` BY OWNER ALL FIXTURES ARE TO BE VERIFIED BY OWNER PAIORTO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION 5 A . _ DATE: ,�,rALLSWITCHING LOCA ,DNg"ITH BASEMENT ELECTRIC AND LIGHTING PLAN `WNER WfTG�'°L°�'ON.AM""` FEB O: zo13 OWNER PRIOR TO INSTALLATION.ALL ELECTRICAL R ICAL W RK TO CONFORM /�- � OWNEELECTRPRIORTICAL INSTALLATION. K TO CONFORM TO STATE ffi,ECI'RICALWORK TO CONFORM I'09TATH % l'-`. PROJECT N0: AND LOCAL CODES. - ' ?^ ;I, Li , t� 955-2012 SCALE: ��-1 �l DRAWN BY: AND LOCAL CODES. BDK © COPYRIGHT 2013 D.AA ASSOCIATES, LLQ ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED -S5 CHECKED BY:JJD UNDER FEDERAL COPYRIGHT LAW. " T.:a Ttvl S= NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT -- WRITTEN AUTHORIZATION. A40 1 ALL PLANSS 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. [11B N MUER: I Or 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•H ASSOCNiP$uDepartments, 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 resWenllol a comme,cicl design•aiglne vine.carwll ALL PiXTlIRE9 AR$TO B$V$RQ+18D BY OWNER ALL FIXTURES ARB TO He VERIFIED BY OWNER PIUOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION P.O.Bac 1675 phasner, (631)433-M VERIFY ALL SWITCHING LOCATIONS WITH Sollwld,New York 119/1 Has 1631466.8354 VERIFY ALL SWITCIINGLOCATIONS WITH OWNERPRIOR TO INSTALLATION.ALL EMal sshnd.54®aptonW.net OWNERPRIOA TO INSTALLATION.AL1. ELECTRICAL WORK TO CONFORM TO STATE DeeRaik,Nm a xeMAneebim.LIC-fon.*smtEdDa naveaoter.ue ELECTRICAL WORKTO CONFORM TO STATE AND LOCAL CODES. OWNERSHIP & USE OF DOCUMENTS: AND LOCAL CODES. These drawings and specifications including the Ideas, design and arrangements represented therein, are the property of D A.K. ASSOCIATES, LLC, No part thereof shall he copied, disclosed to others or used in connection with any work or project other than for which they have been ELECTRICAL SYMBOL LIST: RAB �r prepared without written consent. PROPOSED Waterproof shielded"Dog He='style Sour device CANVAS ® with duplex receptacle an dedicated circuit,and COVERED WORK NOTES: voice/date mceptaele with cable drag Eoe ENTRANCE OVER ADA duplex convenience receptacle RAMPTBDF � TBD•P � TBDF � TBDF -� �a dupla receptacle an dedicated doing TBD4 TBD.E �a dupla convenience receptacle show counter B OA QyOA OA ( OA A PROPOSED PROPOSED �• quad receptacle at teller had above awtmtop � NEW OC REFRIGERATION FREEZER �d GFi protected dupla convenience receptacle OC �d OC COUNTER OC d e O "�/ �C OF _Q halforsvi ed Scor recopetscle(bases plate-flush in floor) p Vim/ Q w w ADA ADA d Wathegmoofloclrable OR protected dupla—aptacla z a° BATHROOM BATHROOM TII TBDF -� TBD-P TBDF w t (dedicated cuerd) E JANITORIAL 'n ® ® O A/C compressors le r9 CLOSET a 9adr�P� C x - voice/date le with cable doe Eva �d D '^ �$. '�E B+E OC � O C RAW BAR O C m RAB r AA voice/date receptacle clock receptacle m a a i OC O a OC �a �d ac -- 21068 210118 21068 DISPLAY SrI1ELVE5 ABOVE OA �d �d DISPLAY COUNTER DISPLAY COUNTER x U PROJECT: _ O $ light switch location t light swill with fan timer location �~ OC O C O G O G O C OG O C O G O C O C O C O C r O z CHLOEM LLC . $le light switch with key look location d AREAQ RETAIL 70 O provide all sit signs with battery beekw apmWited OA by God.(VJdF.) ® J dual head emxg®cy spot lights with Inquiry backup as required by coda(V.I.F.) RETAIL DISPLAY COUNTER VIEWING Southold cewtelteP contimma plug mold AREA AREA CUTTING �� TBD L RETAIL COUNTER � ROOM ® voice/date drop wild cable drag line far laser Printer O C O C ? OC O O G Fish Market Exterior Hi-Iles Recessed Light Fixluro a d o DISPLAY COUNTER �" �H _u �d EaA OA LOCATED AT OB Interior Hi-HatReessed Light Pixbrre(General Purpow) w a OG Interior H.tRaewedL,ghP �cHHghGewng) OG OG OC �a o 64755 MAIN ROAD �d Sittin U �counlrER (RT. 25) OD Interior Ed Hat Recessed Light Fixime(Accent Light) g a Area c c OC OC OC OC OC OC OC *E Applimodtobebred-wiredwe*sure ofload W SOUTHOLD, NY. DISPLAYNM Y 7BOC NL a SHELVES PORT L O m ` TBD-CL Ban®n8C°ih°8Mounted Ftxnu°Outl°t GREENPORT FIREDISTRICT) DISPLAY COUNTER CU OA G TABLE SCTM # 1000-056-4-22 TBD•P -0 Surface Mounted Ceding Fixture Outlet -Qd 3068 ' DISPLAY SHELVES ABOVE �dI z __ R 0 DRAWING TITLE: TBD$ i Surface Mounted Wall Sconce Fixture Outlet OC OC OC ��dJPPER COUR�v2H "a tM7ER a ®a ______ r O REFER J FIRST FLOOR ELECTRICAL THD$W d KITCHEN AND REFLECTIVE Surface Mounted Wall Mounted Fixture Outlet NYS APPROVED TYPE I EXHAUST HOOD d ICE M C INES OA CEILING LIGHTING PLAN ® Naw Bathroom$xhsuetFm(ducted through back of roof) WITH FIRE SUPPRESSION SYSTEM (Bmm Solitdiw Ultra Silent-Model S110U(110CFM,1.5Sma)) �r �d ATING COUNTED w LOBSTER a ^, m '8 ECow Li lmg T D7 TDF TDF In ?e d�' OA t OA �f O ________ _ ____________NL Night Lighting Circuit $ O CRAB metal hAhde wad pack 25awart(with cutoff) m O O F O m DWd DOA t OA $ O $ a E 12"x48"Fluoaecent Tube Fixluw(cevered) OA 4�t OA OA �r OA OA EXISTING CONCRETE EXISTING CONCRETE ET; ISSUED FOR: DATE Provide all HVAC wiring ere required Verify all Resonant Supplied Equipment Power Requirements Ver*remote landscape power locations NOTE:$1 VERIFY ALL LOCATIONS OF NAVffiq ON DEMAND CONDENSING HOTWATER HEATERS.(TO BE SIZED ACCORDINGLY) IF UNITS ARE TO BE INSTALLED IN ATTIC, ATTIC SPACE MUST BE INSULATED AND TEMPERED. ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION ALL FIXTURES ARE TO BE VERIFIED BY OWNER PRIOR TO ORDERING AND INSTALLATION VERIIFY ALL SWITCHIQ90 LOCATIONS WITH OWNEAPRIORTOINSTALLATION.ALL FIRST FLOOR CEILING PLAN ELECTRICAL WORKTO CONFORM TO STATE VERIFY ALL SWITCHING LOICATHOF79 WITH ALj, "= iii ,, DATE OWNHRPRIOATO INSTALLATION.ALL ' - ANDLOCALCODES ELECTRICAL WORK TO CONFORM TO STATE r� '- `�' FEB O: 2013 AND LOCAL CODES. I_ PROJECT N0: SCALE: J°=1' - 955-2012 F,-f, r ,n�r DRAWN BY: BOK ® COPYRIGHT 2013 OAK ASSOCIATES, LLC. / CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. SHEET UMBER: PLANS MAY NOT BE REPRODUCED WTHOUT WRITTEN AUTHORIZATION. A A On ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Nita DA.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DO13 NUM13LH: Or 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 m D•A-K AS9IX1N18i,oc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such facades crier to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D •A•K ASSOCIATES I.Ic mskenibl a commosaol comps•enalnewdnp,causal ALL FIXTURES ARE TO BE VERIlgED BY OWNER ALL FIXTURES ARH TO BH VERIFIED BYOWNeR PRIOR TO ORDERING AND INSTALLATION P.O.Box 1675 phone: (631j433-9(Itt4 PRIOR TO ORDERING AND INSTALLATION Southdd,NewYoh 11971 far: (631)466-3a54 VERIFY ALL SVMXXNG LOCATIONS WITH EMai: SSbn654optordne.net VERIFY ALL SWITCHING LOCATIONS WITH OWNERPRIORTO INSTALLATION.ALL OWNER PRIOR TO INSTALLATION.ALL ELECTRICAL WORK TO CONFORM TO STATE neehwLLi,Mna KeNAsoclotec,uc.t smt5w nAraciolem.LLC ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. OWNERSHIP & USE AND LOCAL CODES. 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 ELECTRICAL SYMBOL LIST: prepared without written cosmos ® Waterproof ahhelded'Dog Hoose"style film device WORK NOTES: with duplex receptacle on dedicated circuit,and voice/dm receptacle with cable drag line duplex convesiwm receptacle �• duplex receptacle on dedicated circuit E duplex consonance receptacle shove co=rer E p b quad receptaela st teller head above countermp GFl protected duplex conven o nca receptacle e �• half switched floor recepetacle Downs plate-flush in floor) Weatherproof lockable ON protected duplex receptacle r (dedicated circuit) quad receptacle - voice/data receptacle with cable drag line Avoice/data receptacle clock receptacle PROJECT' light switch location $t light switch with f®toner location CHLOEM LLC. $Is light switch with trey lock location on provide aR exit signs with battery backup N required by code FILE) dust head emergency spot lights with bell bell as required by cc&(V.I.F.) Southold �—� co=tWW contin=ue plug mold ® voice/data drop with cable dreg has for leer printer Fish Market OA Ext¢erH-HorRoomed Light Fixture � � � AMC LACCESS OCATED AT OB Interior Hi-Hat Recemod Light Fixture(General Pull 4% F7� I——-———— STAIRS 64755 MAIN ROAD O° Interior Ili-He Recessed LightFhrbw(IighCeiSng) � �E PROPANEFURNACE , -Q e (RT. 25) OD hgniorlih-Het Re ed Light Fbx (Am tLight) ANDA/CUNIT E� SOUTHOLD, NY.E Appliance herd-wired verify size of load PROPANE FURNACE PROPANE FURNACE AND A/C UNIT AND A/C UNIT /ITS (GREENPORT FIRE DISTRICT) TBD *NL Hanging Ceiling Mo==d Ftxtro Outlet ��� SCTM # 1000-056.4-22 TBD-P J�1 Surface Mounted Ceiling Pierce Outlet y/ DRAWING TITLE Hilli Surface Mounted Wall Secure FxmeOule ATTIC FLOOR ELECTRICAL such.Mounted Wall mounted dFhoOutlet o. �a AND REFLECTIVE TED-SW-0- CEILING LIGHTING PLAN 2 Naw BaWreom Exhaust I=(ducted through back of mot) (Brae,Sulfides Ulhe Silent-Model S1IOU(110 CFM,1.5 Some)) /t�_ -4E V�E Cove Lighting K1TC}B31 EXFIAUST Z NL Night Lighting Circuit PAN H NPf3 ® RAB metal halide wall pack 250wett(with cutoff) 12"x45"Flumeecent Tube Fixture(covered) ISE DATE: Provide all HVAC wiring as required Verify all Restorant supplied Equipment Pricier Ro uireencota Verify remote handecape power locel ALL FIXTURES ARE TO BE VERIFIND HY OWNBR ALL FIXTURES ARE TO HE VERIFIED BY OWNER PRIORTO ORDERINGAND INSTALLATION PRIOR TO ORDERING AND INSTALLATION ATTIC CEILING PLAN vERIrALLgwrrcrmn°LUC ATI° `""� SEA <, °ATE VERIFY ALL SWITCHING LOCATIONS WITH OWNER PRIORTOINST,ALLATTON.ALL i `` OWNERPRIORTO INSTALLATION.ALL ELECIRICALWORKTOICONFORMTO STATE j- FEB O: 2013 ELECTRICAL WORK TO CONFORM TO STATE ANDLOCALCODFS, /'>;- PROJECT NO: SCALE: °=1' 955-2012 AND LOCAL CODES. r (` _I� DRAWN BY: I`, BOK C COPYRIGHT 2012 D.A.K ASSOCIATES, LLC. - ,:� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. A w O 3 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �ee+faF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Doe N o 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 m D•A-K A0011M a 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 -Hili D •A•K ASSOCIATES, Llc ALL FIXTURES ARE TO BE VERIFIED BY OWNER mlrleMlal L commemlal III",,aw neaEn,,c uli PRIOR TO ORDERING AND INSTALLATION PRIOR TO ORDERING AND INSTALLATION ALL ELECTRICAL WORK TO CONFORM TO ALL ELECTRICAL WORK TO CONFORM TO STATE AND LOCAL CODES. STATE AND LOCAL CODES. P.O.Box 1675 phone. 163q 4433-MSautllold,NewYad11971 fax 1631465-3354 &Mot niar 4®optonlulenet Deep ldh Mn Y IWNA Wa%ac,1 Eat DW De0anAa %%tuc WNERSHIP & USE OF DOCUMENTS A These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of D A K. ASSOCIATES, LLC. No port thereof shall be copied, disclosed B D E F H to there or en with work or project other than for whlan hthey have been prepared without written consent. WORK NOTES: EXISTING SLAB CRAWL SPACE I CRAWL SPACE PROJECT: CRAWL s °PQM CHLOEM LLC. 0 s Southold SPACE Fish Market CRAWL SPACE LOCATED AT CRAWL SPACE 64755 MAIN ROAD (RT. 25) SLAB SLAB SOUTHOLD, NY. •® O (GREENPORT FIRE DISTRICT) SCTM # 1000-056-4-22 w DRAWING TITLE: F z CRAWL SPACE 0 a BASEMENT ALARM CRAWL SPACE AND so EMERGENCY LIGHTING ------------------- w 0 0 0 0 1 10 0 0 = 11 ��,; - PLAN SPECS FOR TOP LL LOBSTER TK OF '� TO BE iii ® i� PROVIDED H BY OWNER - CL CRAWL L STEPS SPACE � ---------------------------- 3 Cb P z ET: ISS ED OR: DATE: L> ALL PIICTURE9 ARE TO BE IN TAL3DBYOWNER PR[ORTO ORDERING AND INSTALLATION ALARM AND EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FDCTURES WITH OWNER) ALL ELECTRICAL WORKTO CONFORM TO L., ' ` ` DATE: ® CARBON MONOXIDE DETECTOR BASEMENT ALARM AND STATE AND LOCAL CODES. > , - .. FEB O: 2013 /j��-� ,� PROJECT N0: H HEAT DETECTOR (MAY REPLACE SMOKE DETECTORS IN CERTAIN AREAS AS ALLOWED BY NYS.CODE) ''��� 9Bi 201 2 EMERGENCY LIGHTING PLAN � �; DRAWN Bi Q SMOKE DETECTOR ' ��d ® PULL STATION © COPYRIGHT 2013 D E ASSOCIATES, I.I.C. ! / CHECKED 6Y. SCALE: a"=1 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r�� ddD 0 10 LB FIRE EXTINGUISHER MOUNTED IN WHITE RECESSED CABINET WITH VIEWING WINDOW UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED 'MIHOUT SHEET NUMBER: 10 LB FIRE EXTINGUISHER MOUNTED ON SURFACE WRITTEN AUTHORIZATIONALL PLANS DESIGNS ARE THE SOLE PROPERTY OF A501 EMERGENCY LIGHTING D.A.K. ASSOCATES, LLC. EXIT SIGN WITH EMERGENCY LIGHTING THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DO B R: OF © WALL MOUNTED STROBE Acceptance of these drawings does not authorize the right to hand without the authorization JAMES d DEERKoSKI PE WALL MOUNTED STROBE/HORN of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ALARM SYSTEM TO BE INSTALLED BY INDEPENDANT MONITORING COMPANY AS PER NEW YORK STATE CODE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ao D•A•[ AS90(7A713Y,a ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE scarabs briar to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D •A•K ASSOCIATES, LUc ALL FIX'1'UReE ARE TO BH VERH�BY OWNER ALL FDtT'ORES ARE TO He VHR1E nc OWNHR resldenXol a comme,clol desgn•erpineeAnp.comullYq PRIOR TO ORDERING AND INETALLATION PRIOR TO ORDERING AND INSTALLATION CONFORM 70 ALLELECLRICAL WORK TO CONFORM TO ALL ELECTRICAL WORK TO IfNc P.O.STATE AND LOCAL CODES. 1675 phone: 16311433W STATE AND LOCAL CODES. SaIIwId,NewYoIkIH11 Imc (6311466-M &Mail: Bbn0ftlorTlMnet ALL ELECTRICALWORKTOCONFORMTO Deehosd,Mn al(eN lssocleles,uc.rame [mt6m De nAuocloM.LLC STATE 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 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 RAMP PROPOSED PROPOSED NEW NEW REFRIGERATION FREEZER COUNTER O O SNIT n, N w ADA ADA w Y ¢ > BATHROOM ON BATHROOM x JANITORIAL 0 N CLOSET RAW BAR w a O • ALJ ® DISPLAY SHELVES ABOVE L� Y Z • DISPLAY COUNTER DISPLAY COUNTER �^ U PROJECT: O D O RETAIL CHLOEM LLC . AREA Q • O ® RETAIL ® DISPLAY COUNTER VIEWING RETAIL COUNTER n' CUTTING AREA CUTTING ROOM Z Fish Market o DISPLAY COUNTER U "TT`O LOCATED AT w � sr 64755 MAIN ROAD couNTERLEI (RT. 25) Q® SOUTHOLD, NY. DISPLAY SHELVES U (GREENPORT FIRE DISTRICT) PORTABL DISPLAY COUNTER CUTTING C)O DISP Y SI-IELVES ABOVE TABLE SCTM # 1000-056-4.22 • -'--- _-•-- 306E UP R SIFT O DRAWING TITLE: UPPER COUNTER OU R REFER ® - ------ O FIRST FLOOR REFER BELOW COLINTFR a, z ALARM AND KITCHEN rum ! EMERGENCY LIGHTING �- a ICE M C INF_5 ® a NYS APPROVED TYPE 1 EXHAUST HOOD FLOATING COUNTER OFFICE �w LOBSTER PLAN SIFT • U z TANK WITH FIRE SUPPRESSION SYSTEM F w a df i �i wa rC ^ O O b T SINK ryDW SINK SINK DW DESK , ET: ISSUED FOR: DATE: ALL FDO[ ES ARE TO HE VERH+ffi/HYOWNHR PRIORTO ORDERING AND INSTALLATION ALL HLHCT UCAL WORKTO CONFORMTO STATE AND LOCAL CODES. FIRST FLOOR ALARM AND - ALARM AND EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FD(TURESWRHOWNER) EMERGENCY LIGHTING PLAN " '`, -'" DA . i , :' ,"^1','+ -�'i"' FEB 04, 2013 ® CARBON MONOXIDE DETECTOR �'� SCALE: , =1, ,,'I';, I)n PROJECT N0: R HEAT DETECTOR (MAY REPLACE SMOKE DETECTORS IN CERTAIN AREAS AS ALLOWED BY NYS.CODE) 6� *.'.ri; .',p;',- N;--' �J 955-2012 DRAWN BY: RON SMOKE DETECTOR (D COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. _ _ CHECKED BY. ® PULL STATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " - 0 10 LB FIRE EXTINGUISHER MOUNTED IN WHITE RECESSED CABINET WITH VIEWING WINDOW UNDER FEDERAL COPYRIGHT LAW. \, JJBD PLANS MAY NOT O REPRODUCED W1IHOUT SHEET ER: 10 LB FIRE F)CTINGUISHER MOUNTED ON SURFACE WRITTEN AUTHORIZATION, w C O n ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NJ ` EMERGENCY LIGHTING D.AK ASSOCIATES, LLC. EXIT SIGN WITH EMERGENCY LIGHTING THE RIGHT TO BUILDONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. OB N B ELI WALL MOUNTED STROBE Acceptance of these drawings does not authorize the right to build without the author' tile JAMES J DEERKOSKI PE ® WALL MOUNTED STROBE/HORN of local governing agencies, such as Suffolk County Dept. of Health Services, own ding m D•A•[ AASO(1A9W„pc ALARM SYSTEM TO BE INSTALLED BY INDEPENDANT MONITORING COMPANYAS PER NEW YORK STATE CODE Departments, DEC, FEMA, eta Verify all conditions, codes, and requirements with such ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE al anon to construction.