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HomeMy WebLinkAbout39412-Z ,,���g Cpm-, Town of Southold 4/14/2016 #4+'a�.! P.O.Box 1179 v Ael 53095 Main Rd Air b�'4 Southold,New York 11971 .. A * ikos rtsr. CERTIFICATE OF OCCUPANCY No: 38228 Date: 4/14/2016 THIS CERTIFIES that the building COMMERCIAL Location of Property: 1410 Manhanset Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 36.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2014 pursuant to which Building Permit No. 39412 dated 12/9/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial restroom building as applied for per ZBA#6699, dated 12/5/2013. The certificate is issued to Brewer Yacht Yrd @ Gpt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39412 2/11/2016 PLUMBERS CERTIFICATION DATED 3/10/2016 Mike Jacobi Plumbing Autho r' Si ature✓ TOWN OF SOUTHOLD BUILDING DEPARTMENT g TOWN CLERK'S OFFICE oy� ao�f,/ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39412 Date: 12/9/2014 Permission is hereby granted to: Brewer Yacht Yrd @ Gpt 500 Beach Rd Greenport, NY 11944 To: Demolish and Reconstruct Commercial Restroom Building as per ZBA and Trustee approval with flood permit as applied for. At premises located at: 1410 Manhanset Ave, Greenport SCTM # 473889 Sec/Block/Lot# 36.-1-1 Pursuant to application dated 10/23/2014 and approved by the Building Inspector. To expire on 6/9/2016. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $920.80 CO -COMMERCIAL $50.00 Flood Permit $100.00 'otal: $1,070.80 411., Building Inspector 1 �•,�� SOF SOu4 Town Hall Annex t� ~® 6.l0 : Telephone(631)765-1802 54375 Main Road illi 411 % Fax(631)765-9502 - P.O.Box 1179 3 A�� ®!,Y - 1 I roper.richert(c�town.southold.ny.us Southold,NY 11971-0959 �' 00 °ouNr �A' .0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brewer Yacht Yard @ Greenport Address: 1410 Manhanset Avenue City. Greenport St: New York Zip: 11944 Building Permit#: 39412 Section: 36 Block' 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 9 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors Main Panel 200A NC Condenser 1 Single Recpt 5 Recessed Fixtures 58 CO Detectors 1 Sub Panel NC Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt 2-30/ Emergency Fixtures Time Clocks 1 Disconnect 200A Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment' New Bathrooms, Lounge and Laundry for Marina, 2- Exhaust Fans, 20 ft.of Low Voltage Lighting. Notes: Inspector Signature: •. ► Date: February 11, 2016 Electrical 81 Compliance Form.xls ..1 - ---- is Town Hall Annex i� O 1-411 Telephone(631)765-1$O2 54375 Main Road - Fax(63 1)765-9502 P.O.Box 1179 . i Southold,New York 11971-0959 `�"cQ`• �0 1 D IEUEDYN BUILDING DEPARTMENT MAR Q �01 6 -- TOWN OF SOUTHOLD - BUILDING DEPT. TOWN OF SOUTHOLD -CERTIFICATION . Date: 34 ,4 • Building Permit No._____F:2:“ -- 56/1-4-4 2--- . ' e� y�C Owner: i''" _f'j 1 f )/c;If d . (Please print) • sc qCd r ey [ /Plumber: `��1�,� 5 � - • . (Please print) I certify that the solder usedin.the water supply system contains less.than 2/10 of 1% .. • • lead.. • / / . - ,- ,r - i-. . - .- ' . • - • - . - .... / umbers Signature) - ' Sworn to before me this i 0 - . • day of JI &J\ , 20 (6 . - • (1�l, i - BONNIEJ.DOROSKI Notary Public,State Of New York Notary Public, - No.Othagnpataiffolk County Term Expires July 7,20 n ;) J 3Y-1 2 . ‘'-------------- 0€ '----11'COUNn4/1 -_TOWN OF SOUTHOLD BUILDING DEPT. . . 765-1802 - ' INSPECTION _ . , FOUNDATION 1ST [ ] ROUGH PLUMBING . ] FOUNDATION 2ND [ ] IN lab- ] FRAMING / STRAPPING [ 4I .. , ] FIREPLACE & CHIMNEY [ ] FIR , INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING , REMARKS:06274L 09Z;1? - • - " 11-41741td OP 7-K)--A) - "4-A-A--‘---(7' Ail) 4, 6111) MPIsmoi , . il-- ------Aj‘ -.."111111111r/ DATE 3 /I' ii.' INSPECTOR / , ...k...In - , ��,%SOF SO(/l6e' 39,LEi )/ '41, f flii) �y coUmv, . TOWN OF SOUTHOLD BUILDING DEPT. / 765-1802 / INSPECTUON [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C , 0" REMARKS /. * : :_ /T ` ,. A/& 5 0, DATEj---' //:54------' INSPECTOR -1)9 4 i#g #i �0 I1 0 / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [4UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C , ULKING REMARKS: / . ( / - i "04," - / .gic>29...eiv_i_v_e, -__, . cl - - z".. .„„07; 4,_..aci,. ....„ . eceIrr,_e_,, /, r DATE ° /9/3- INSPECTOR 71-6.--47.." ---------------- 3C(/' 61 \ ,* *; ;c4 --__•Com* 00 TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOU ATION 1ST [ ] ROUGH PLUMBING ] F • NDATION 2 • [ ] INSULATION f RAMIN [ ] FINAL [ ] FIREPLACE & 1441"—NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: SC7 f< DATE AP0 INSPECTOR fl <1:\ --- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLUMBING [ ] • TION 2ND [ ] INSULATION [ ] . .MING /STRAPPING [ ] FINAL [ ] • PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ki41/41/, >. ci--- morr&4, 43-oLdfrigAs Aleyr— Tzifis- ic-TA- ff71 / / _ DATE � ( INSPECTOR • r11‘�Of......oo\. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 15OUGH'PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [• ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: °1"-°""-e -4-&--, 04 if DATE .029/://5---- INSPECTOR J SOU/4; ,.................. e ecig) s:A ...,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 918ULATION [ ] FRAMING / STRAPPING [VIF'INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR KS: DATE 62/AA INSPECTOR C6/7 1/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [, ] CAULKING REMARKS: DATE 2(////0/0 INSPECTOR ._ N� \ ECEOVIE ' 1 ' . , ,/ ,IIPsLATHAM . . ,. ' li• • �� SAND & GRAVEL, INC' . - MAR .2''9.,2016 BUILDING DEPT. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 TOWN OF SOUTHOLD Office(631)734-6800•FAX(631)734-2318 March 25, 2016 Brewer's Stirling Harbor Marina ECROVE 1410 Manhasset Avenue Greenport,NY 11944 - D , R Re: Boathouse Roof Drainage MAR BUILDING DEPT. Drywell Certification TOWN OF SOUTHOLD Drainage Calculations: Roof coverage area x rainfall x runoff coeff. 1,976sf x 2/12ft x 1.0 = 329.3 cu.ft Use (1) 8'diameter x 8'deep pool (338.0 cu.ft) Provided(338.0 cu.ft)>Required(329.3 cu.ft) On October 27&28, 2015, I oversaw the installation of the roof drainage system for the Boathouse at Brewer's Stirling Harbor Marina. Installed was one drywell 8'diameter x 8'deep in the parking lot in front of the building. The drywell includes a traffic-bearing slab cover. See back for drawing and location measurements. The drywell was connected to all of the building downspouts(6)with 4"SDR35 PVC piping. See attached photos of installation. OF NEW y 4' 'co #o 'o . , Respectfully submitted, ,. ` riffil ', � ;. / John D. Hocker, P.E. Vice President Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development „„,.,,_.....„ i-- ..-----, \ ,(.117' f4sE cri , , n L..,f (- .,--3 r-71 04 --.) gr4 Cl 1 0.--P11 4 tah ., I 0,4 e Al .15.4, -' ga u...,..1 4 ---.1' ,-,,,1 la•r"N L-----3 1,1:: -17:74 t...4,1 Rail . :5 P 471 -;\ ...-0.:i • , .„ , rx.. 0, ,7•4 .w. F,-,1 Jo, k..7.•,..,:;, ' --A LittjC1 --zidid, ZITS 0*, giikfis -),Jjtij , vtic)-2 s. , x -uig ,-, . i .,..„ cd 4,.......__ (}i w p fog.) z L-------7-3 ..,„:::'............_i . . , ..._. • . , - \ . , . 0 . , - . 7:-..--7-'--------------..' .. _ _ . , . . . . . 1 . 1 , I - -. ... ...., I I i , ..., , ' • • I , „, .- ,,. . _ .......,.,,,—.........--7.--......,. . !.,....,..,„,..„,...„„...,...,,,—,..„,,,. „.,____7_,..,,,.7_,,,,,,,,_ ............- • / / ' - ' / i . -.: •/ .„. -7,7000 / / / / f , ,../ 7 - -- . , - ,....-.....---,.---......-, .. , ' -.. _ • . , . . , . , . , . --)09.)vil , . . rt / $ � � LATHAM r • • k1 SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 April 20,2016 Brewer's Stirling Harbor Marina 1410 Manhasset Avenue Greenport,NY 11944 Re: Boathouse Pile Foundation Piling Certification Piles driven for building foundation as follows: • All piling located by surveyor as per piling plan of Jacobson Structures, LLC ' - dated 8/20/14. • Piles used were 10"butt, 1.0#CCA-C treatment, 12ft minimum penetration. • The pile line directly behind the new bulkhead have minimum 20' penetration. • Three additional piles were added under the northeast building wall. • All piles driven by drop hammer,hammer weight of 2500 lbs. Maximum drop 22 vertical feet in enclosed lead. • All piles in excess of 15 ton ultimate capacity based on ENR formula. • Piles meet or exceed New York State requirements as set forth in the 2010 NYS Building Code. All piling were driven between March 31 --April 8, 2015. OF !;1,6114.9h Respectfully submitted, .� 7, o. ';o 0 '\ if a 4:,= j. 4 ;' John D. Hocker,P.E. �i43� Vice President ECEIVE oFEss- , . 5 2016 APA 2 JDH:mgl BUILDINGmDEPT. Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and LanuueopmenntSOU�OLD . . . . . . - i-dP:d ,_39-C-e - LOS'---1/9 A P, 4 . Zr c3 - moi! ► � , ! �„~-�-' , t9"03 61,1j '1)p,;'e-i t Te' ' f.0/r;jIl n(l o011' ,' r. • 1 .. - "I— •?-- '19 7.j LkYaD. -2, # ff. 9) "") )—e tufzi . I �- i -) n�i i I j q 1 , : ... '' . (24-- P(:---;Ci/ 0 -e' ".6O° . .6, .' 'elii7 01 • teak! x/) • )9 IA / _.2 . / ---rw(// . . ____L) -k-r-e.,...re.„- 2,....„..„/„. .4 , - / .i...„.„ . . . . . t. , , -:,,,--,.......c---- -:- ---.,2i,-;;/,,,e-i7-, ..„,-,,,,,, 0 o --7-*4 0 74, ..,: Ai ---y-,---i-/ , /19 „- , • rwm f" i 9'�o i 17-- leil ) tci',/ Y H ,, W 4--• ‘__.14% w®_ • 1, � � ��'o� /• f�(p////�/A/____D �.y/per • . Qr/�T(� S E..4 • g C ;sett rr1t!rt Q) ve 4 r 7brf H•fn.O11 W . rn 0 to/7-w 0 r-- , ; j/ e . . -'7."' " in fr 4) ' P ' • z . . w (a�tz)�tbuvaAulo�a . 4 C4,„ ,,d_ , il _ di{ ,, r • 9-- -, - ' ? - . . . �,,,,.., ,. ate- _ : � . IVB/ � 77;' ,7,771/ 1- _ -��✓- •d��.'D,y='- (,LSI)hIOw/tTN!].W , c4 Cr ' ,. , :-.--. , --) rAn. 0-,°11.k.711. ,,,-.21 .9/C • ..' . •a Sx.TI O . ' WV JIRO=ATOILDMISIST ama TOWN OF SOuTHOLD` BUILDING PERMIT APPLICATION CHECKLIST BUILDING•DEPARTMENT, Do you have or need the following,before applying? TOWN HALL fi r Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502q1,� Survey SoutholdTown.NorthFork.net PERMIT NO. 3 I 1 I O Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form I1 ® .4 tact: Approved ,20 1 Mail to: Disapproved a/c JULV3 1 2013 Li /7, � L ►� J Phone:`_ 7 5�`/?Expiration ,20 BLDt DEPT. N OF 0 THOLD :uildin: n,.-•tor 1184 'fi,,r .=. AP'LICATION FOR B h ! DING PERMIT ; _. Date s t(C c9-et , 20 c3 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d, Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the 13uilding 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 cods, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur: o`ap icant or name,if a corporation) 190 . tae-ee tt.c . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises giKUJ-er--- CJS L Gr-ec c (As on the tax roll or latest deed) If ap c Mrporation, signature of duly authorized officer ame and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propos d work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block I Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Bognrcoms 6. If business, com® or mixed occupancy, specify nature and extent of each type of use. Zcadikary Zoo d i-0./At,z 7. Dimensions of existingstructures, if any: Front o ' 6'D Depth (_2 i � � Rear Height e 151 Number of Stories l Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front /C9 Rear `�Cot Depth 2. Height ejs Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 200(i Name of Former Owner S"rfzl,, 14is (146C8, b -Da 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO o/Will excess fill be removed from premises? YES NO l- 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t•V—NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) r 1 (.44et Ji l 'J 1P,Pa being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above namedwr (S)He is the e 0 rv_Rc, (Contractor, Agent, Corporate Officer, etc.) of said owner or'bwners,'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 i sr' • 3/ day of 710111 20/3 ' 0 s.: `° Notary 'ublic Signature of Applicant BRUCE L. McDONALD Notary Public-State of-New York No.01 MC6224201 Qualified in Suffolk County My Commission Expires June 28,20/V FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 6, 2013 TO: Brewer Yacht Yard @ Greenport Inc. 1410 Manhanset Avenue Greenport, NY 11944 Please take notice that your application dated July 31, 2013 For permit to demolish an existing building and construct a new building at Location of property: 1410 Manhanset Avenue, Greenport,NY County Tax Map No. 1000- Section 36 Block 1 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a setback of 0 feet to the existing bulkhead. 41► 111AiAu . ed Signatur- Cc: File, ZBA 4 e BOARD MEMBERS �,ie _ Southold Town Hall Leslie Kanes Weisman,Chairperson ���'��OF SOU�yO 53095 Main Road•P.O.Box 1179 �I,� ,`O • !0 ; Southold,NY 11971-0959 Eric Dantes * t, Office Location: Gerard P.Goehringer ` ,% Town Annex/First Floor,Capital One Bank ` George Horning ,^maak'• 54375 Main Road(at Youngs Avenue) Ken Schneider _=\,4C0IIRmJ��v o' Southold,NY 11971 http://southoldtown.northfork.net —�`—^- CE '' V ( ZONING BOARD OF APPEALS _ TOWN OF SOUTHOLD \I \\___ ���� DEC 1 2 2013 Tel.(631)765-1809•Fax(631)765-9064 B TOWN DFLDG SDUTDEPTHOLD FIND S,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 5,2013 ZBA FILE: 6699 NAME OF APPLICANT: Brewer Yacht Yard @ Greenport Inc. SCTM#1000-36-1-1 PROPERTY LOCATION: 1410 Manhasset Avenue(adj.to Sterling Creek and Sterling Harbor), 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 October 23, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 28, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The LWRP coordinator noted the consistent finding is based on the Zoning Board verifying that the sanitary system meets the Town setback requirements and the new building meets Chapter 236 Storm-water Management; Erosion and Sediment Control; and Illicit Discharge Law regulations.Based upon the information requested of the applicant by the Board about the existing sanitary system, received on 11/25/13, and the condition imposed herein the Board is satisfied that the proposed -action is % CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel contains 9.92 acres and is located in a MII zone. It is improved with four framed buildings, metal boat storage building, a shed, a plastic building, an in-ground swimming pool, a restaurant and 145 boat slips with ' 6 large floating wood docks and associated parking area for this boat marina. It has 648.70 feet of frontage on Manhasset Avenue and a portion of the property is located in the Village of Greenport. As shown on the survey prepared by Peconic Surveyors dated June 15, 2000. 1 BASIS of the APPLICATION: Request for Variance from Article XXII Code Section 280-116(B) and the Building Inspector's August 6, 2013 Notice of Disapproval based on an application for building permit to demolish and construct a new restroom building, at; 1)proposed structure at less than the code required bulkhead setback of 75 feet. • Page 2 of 3—December 6,2013 ZBA#6699—Brewer Yacht Yard @ Greenport,Inc. SCTM#1000-36-1-1 RELIEF REQUESTED: The applicant requests a variance to demolish and construct a new restroom building with a bulkhead setback of 0 feet where the code requires 75 feet. ADDITIONAL INFORMATION: At the Public Hearing the Zoning Board of Appeals requested; 1) copy of DEC permit, 2) location of sanitary system. On November 25, 2013 the Board received a letter from High Point Engineering responding to the LWRP concerns, a copy of the Notice of Intent to the NYSDEC under the existing permit, site plan of the bulkhead/dock/restroom replacement plan with the existing septic system shown and a site plan of the storm-water prevention plan. The Zoning Board requested comments from the Planning Board on this application. In a memo dated October 23, 2013 the Planning Board states, "they have no objection so long as the use of the proposed building remains the same and no additional parking is required or proposed. The subject parcel is zoned M-II and is located in Greenport where the proposed uses of a marina are consistent with the Town Code and the Town's Comprehensive Plan. The proposed restroom and shower building appears to not cause concern since this proposed area has historically been used for restrooms and showers accessory to the existing marina. The above-referenced proposals would further the goal of the Town's Comprehensive Plan to enhance the Town's waterfront while maintaining its fundamental characteristics." Additionally, this applicant was granted a prior variance file#6581 in 2012 for the demolition and construction of boat storage and office building noting 3 feet+/-from the bulkhead. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2013 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant wants to update the restrooms and laundry room which is made up of three separate rooms which is at "0" feet from the bulkhead. The building has been in existence for more than 45 years with no apparent adverse impact on the neighborhood and no change in location, footprint or use is proposed. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Although the applicant could conceivably relocate the new up to date restroom building elsewhere on the subject property, in reality the actual buildable area within the marina compound is extremely tight and does not lend itself for new additional waterfront or inland buildings. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial based upon 100% setback relief from a bulkhead. However, the applicant is proposing only to replace the building within the same footprint. In addition there does not appear to be another location on this property that could accommodate a building of this size. 4. Town Law §267-b(3)(b)(4) No Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations in the use of the parcel under the Zoning Code prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a new restroom building while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3—December 6,2013 ZBA#6699—Brewer Yacht Yard @ Greenport,Inc. SCTM#1000-36-1-1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for, and shown on the Site Plan,Details page prepared by High Point Engineering Dated 7/23/13 and 7/12/13 and the Bulkhead/Dock/Restroom Bldg. replacement site plan dated 7/23/13 last revised 11/15/13 and site plan labeled Storm-water Pollution Prevention Plan dated 1/25/13 and the construction plans prepared by JH Rich dated 5/7/13 page 1, and page 2 and 6/7/13 page 3. Subject to the following condition; CONDITION: 1.All roof runoff must conform to Chapter 236 of the Storm-water Management Code. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. - Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Horning, Schneider, Dantes. This Resolution was duly adopted(5-0). .a , Leslie Kanes eisman, Chairperson Approved for filing pi/0 /2013 to r.. . , 13rot,,u-eiv_ `' �/I c F, 111 ; r 31i - J'uptiH •-•••, . In�•n Hall. S-1t1uS P111 T. TERRY t ! ..� P O. nl,r 117x1 r r+ ,4.1% + ' QWi1 CLERK cri % �cf-.,:4, 1; Southold New Turk 1 t t. y (p) -.1 ,' Fax (5 Ih) 7f�5•IF�N1 IIEGISfRAR OF u11AJ.SrAT15flCS �rJ �ti, R.-• �ps//� MARRIAGE OFFICER _ J Telephone (5 l(h) 7(15. t RECORDS MANAGEMENT OI FICER �.�0/ : I� 'Il FREEDOM OF INFORMATION OFFICER 4.•4enii 0°‘ OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tile Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit I 7 fcpplication" (FDP(93) ] , and ';Certificate of Compliance fy5r Develypment in Special Flood Hazard Area [C/C(93)1 . J i l I . i ' s`iii. OPT T 1.2tl O F Lyn. = J • 74„.4: 1 ,,,,./ Judith T. TY err Of Southold Town Clerk August 25, 1993 o • , , • APPLICATION V_ f f AGE 1 of 4 TOWN OF SOUTHOLD • FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to rcad and signl- 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. • 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make emasouablc inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND N ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF���� MY KNOWLEDGE,TRUE AND ACCURATE. ._ (APPLICANTS SIGNATURE) ` ac,.. DATE c- 10.,zo)� i /SECTION 2: PROPOSED DEVELOPMENT :be completed by APPLICANTm NAME ADDRESS TELEPHONE APPLICANTyyg�/�� /�/�� �1 �q�c 541 14 Tf til �rAP1 1 410 (�l ".��t4./K_ 63(---01-6/G-14 . BUILDER • ENGINEER A-COh SoilSi 2UcTuf2.t )ahb-EFb m 1 ) • adv— 575 3)72 bittP kg/40-CT g.l CoNIALLAtI `r V40440.6 m1aY 6(6- 2" 4320 - PROJECT' LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. )30 11/11441-1l Sri, tkvf.. 26— i ✓I 5712.L 4A-ROoe MA # FDP(93) tt ( I • • APPLICATION PAGE 2 OF 'I DESCRIPTION OF WORK (Check all applicable boxes)- A STRUCTURAL DEVELOPMENT - ACTIVITY STRUCTURE TYPE ❑ New Structure 0 Residential (1-4 Family) ❑ Addition 0 Residential (More than 4 Family) ❑ Alteration TA Non-residential (Floodproofing? 0 Yes) ❑ Relocation 0 Combined Usc (Residential & Commercial) ❑ Demo[itioo' ' P ❑ Manufactured (Mobile) Home (In Manu- 9(Replaccment factured Home Park?. 0 Yes) ESTIMATED COST OF PROJECT S 6��ODD B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill 0 Mining 0 Drilling ❑Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ) 0 Road, Street or Bridge Construction / 0 Sul/ivision (New or Expansion) . / 0 I E dual Water or Sewer System 0 Other (Please Specify) • After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. ECTION 3: FLO I DP IN DETERMINATION o be corn sicced .v LOCAL ADMIN' TRATOR The proposed development is located on FIRM Panel No. , Dated - The Proposed Development: ❑ Is MOT located in a Special Flood Haiard Arca (Notify the applicant that the application - review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft NGVD (MSL) 0 Unavailable ❑ The proposcd development is located to a floodway FBFM Panel No Dated ❑ Sec Section 4 for additional instructions SIGNED DATE : APPLICATION gi PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details (or anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. . Also, ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant muss provide 100-year flood elevations if they arc not otherwise available). • O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). NGVD (MSL). For ❑ Floodproofcng protection level (non-residential only) R. floodproofcd structures,ipplicant must attach certification from registered engineer or _ architect. / /; ❑ Certification from a-ree/gistered engineer that the proposed act.ivit`y in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. E I 5: PERMIT Dh.1l;RMINATI/N . .e com•leted . LI 'AL ADMINI RATSR I have determined that the proposed activity: A.0 Is B. 0 Is not in conformance with provisions of Local Law rt , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE Jf BOX A i5 checked, the Local Administrator may issue a Development Permit upon payment of designated fee If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals 1 1 I • APPLICATION ?+ PAGE 4OF4 APPEALS Appealed to Board of Appeals? 0 Ycs 0 No Hearing date: Appeals Boas d Decision --- Appy orcd? ❑ Yes 0 No — Conditions SECTION 6: AS-BUILT ELEVATIONS CI'o be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. • 1. Actual (As-Built)Elevation of the top of the lowest floor,including basement(in Coastal High Hazard • Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2- . . Actual (As-Built) Elevation of floodproofing protection is • FT. NGVD (MSL). NOT' Any work performed prior to submittal/of the above information is at the riskpf the Appliicant. ,SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATQR� The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? ❑ YES 0 NO • DATE BY DEFICIENCIES? 0 YES 0 NO • E ION is ERTIFI ATE OF •MPLIAN EN I .ccsm lecd . I ALADMTNI RAT•R , Certificate of Compliance issued: DATE: BY: Attachment H • / SAMP,LE CERTIFICATE %JF COMPLIANCE for Development in a Special Flood Hazard Area , I I • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA • . r ►, 2-i N THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE • OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING • O EXISTING BUILDING O VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE, A. OR B. BELOW: • A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DA'Z'ED: C /C ( 93) U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date:July 31, 2015 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. SECTION A—PROPERTY INFORMATION ;FOR INSURANCE COMPANY USE ' Al BuildingOwner'sOwner's Name BREWER YACHT YARD Policy Number:" • A2. Building tMANHASSETT AVApt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Company-NAIC Number •City GREEPORT State NY ZIP Code 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-36-01-01 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) NON-RESIDENTIAL A5 Latitude/Longitude Lat. 41nFr,(IRMIN 42 SSFC: Long 72DEG 21MIN 08.47SEC Horizontal Datum: 0 NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1E1 A8. For a building with a crawlspace or enclosure(s)' A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1368 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1 0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings'? ❑Yes No d) Engineered flood openings? ❑Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD TOWN OF 360813/GREENPORT 361004 SUFFOLK NY B4. Map/Panel Number 85.Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ 88. Flood Zone(s) B9 Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 36103C0176 H 09/25/2009 X -- B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89 ❑FIS Profile 0 FIRM ❑Community Determined ❑Other/Source. B11 Indicate elevation datum used for BFE in Item B9• ❑NGVD 1929 ®NAVD 1988 0 Other/Source B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date. / / 0 CBRS 0 OPA SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* ❑Building Under Construction* ®Finished Construction • *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with-BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/A0.Complete Items C2.a—h below according to trie building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized Vertical Datum: NAVD Indicate elevation datum us'd for the elevations in items a)through h)below. 0 NGVD 1929 ®NAVD 1988 0 Other/Source: Datum used for building elev jtions must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6 . 9 ®feet 0 meters b) Top of the next higher floor 10 7 ®feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) . ❑feet 0 meters d) Attached garage(top of slab) . 0 feet 0 meters e) Lowest elevation of mach,-,e•y or equipment servicing the building 15 • 4 ®feet ❑meters .f- - - d location in Comments) D f ei d next to budding(LAG) 4 . 9 ®feet 0 meters g) Highest adjacent(finis et() ra next to building(HAG) 10 . 0 ®feet ❑meters h) Lowest adjacent grade at I s elevation of deck or stairs,including AOr4 . 8 ®feet 0 meters rli gup Orli J SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This t pj l �and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation .�1` �..T- - :. aa`f•hD mfor i formation on this Certificate represents my best efforts to interpret the data available -6\><;,,,.. ME '':; .ti I T0soDt may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001 ^� 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a •"i • ‘ t `W fr y`: c l 0 Check here if attachments. licensed land surveyor'? ®Yes ❑No °* : ` '• -' t Certifier's Name License Number 1i1 •i L. E' 1 JOHN T METZGER 49618 tEl "'a" J Title Company Name r Ctis-' ,-r�""" k ^' i,qm OWNER PECONIC SURVEYORS PC Address City State ZIP Code t.� fa, r'a6:) 1230 TRAVELER STREET SOUTHOLD NY 11971 \'``k-a ''' ,2,A, v SignatureDate Telephone ,� 04/08/2016 (631)765-5020 FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. Policy Number: 141 MANHASSETT AVE City State ZIP Code Company NAiC Number: GREEPORT NY 11944 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner Comments Signature Date 04/08/2016 SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items El—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet 0 meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet 0 meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owrier or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. 'Permit Number G5.Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building ❑feet ❑meters Datum G9. BFE or(m Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation. ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. INSURAN Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or PO.Route and Box No. PolicyFOR Number: CE COMPANY USE 141 MANHASSETT AVE CG ity State ZIP Code corngeny NAIC Number: GREEPORT NY 11944 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and,if required,"Right Side View"and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 4/11/2016 20160408_100117_resized.jpg (2448x 1836) �.. �o y. 14:' f l� Y te, A { atift. aktit.v'''' m�,d '." ! 'fir sly ni �, ,,/ rim t-""" /, d ,r, `t � , m 4a its rf " 't '' , A/,0tre ',,,`J; ,gyp OMs �i� , i " j r . � i9 �'>__ `' f, `�t,v,, v,, s ��� 4^"', 9 e 0 p 1 ,,, ,,, eek :!5 > ':.a ,, .F' 1sxiP" ✓d4& �: s.er ,t .,--7-.---- , t ,'g�:`s .,,�, r, a :A..,u„`tH I Replaces all previous editions. FEMA Form 086-0-33(Revised 7/12) ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 141 MANHASSETT AVE City• State ZIP Code Company NAIC Number: GREEPORT NY 11944 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and,if required,"Right Side View" and "Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 4/11/2016 20160408_100556_resized.jpg (2448x 1836) - -. IpPir ...„..,..... 2,2....:;,..,.,. .....,,,cf.A14;,:„ . . :, . ,, -,;2*41.,4-t-,',.,;ti':fre..,‘4,,,,,-;-;;. .': ,/,%1,14,,'-5,,,„</„);,',„4,,,,,,W,?.,--e, .. . r, '', a xe , ,t -.,,,t,.:„„;.,;„„,;;;;7;;;,7 . A -.0- - ....ww+wa ,, : „. • A 4 • FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0.Route and Box No. Policy Number: 141 MANHASSETT AVE City State ZIP Code Company NAIC Number: GREEPORT NY 11944 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and,if required,"Right Side View" and "Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 4/11/2016 20160408_100514 resized.jpg (2448x 1836) •" - i� + e - rl li 1$,liat i ._ t_ i aG T r 141' r a •�'" . ... .._ - ,. .. .......4..... . . , leiti., : .._._ ... ., __, , _,. K £ :1.-ii- i _ 4 r ,,,,,,,,,-_,,,.4''7R' 4 FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0.Route and Box No. Policy Number: 141 MANHASSETT AVE City State ZIP Code Company NAIC Number: GREEPORT NY 11944 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 4/11/2016 20160408_100419_resizedJpg (2448x 1836) ,f „ i • •;'-'' -':-,;',„ tZ''.4.- ', ',-„--1-,;;;:::- ,;,.- ' 4 es I rP • 4 •-. '' % FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 141 MANHASSETT AVE City State ZIP Code Company NAIC Number: GREENPORT NY 11944 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and,if required,"Right Side View" and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 4/11/2016 20160408_100710-1_resized.jpg (2083x 1350) • ltk'lk.' ' -,,,,te4„,,, .7,41,,'.:.,,,,,,:1`,.,,,i,..".::,,z,,,,,,%:i ,,,,,,,,,,z,,,::;;:, :.1,474.i,,,,„, ,,,:,,:::i,, .,..„,,_,, . . ,. / . —- w , oil- 101101.11111111114 61e ,y- � Z a , - ' - !f i ! • Mt -PC. tIll'Pi .- 44. • • 701xu.. . .._ : FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. sty' 777 4320 04)' High Point Engineering 521 Conklin Street Phone. (516)777-4320 Farmingdale,NY 11735 Fax: (516)777-4321 Website: www.HPEng.com , Email: info@HPEng.com October 21, 2014 Via Federal Express Town of Southold Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attn: Michael Verity Chief Building Inspector RE: Brewer Stirling Harbor Marina 1410 Manhasset Avenue Greenport, NY 11944 Dear Mr. Verity: • (4) Copies of Architectural Construction Plans, Sheets 1 to 13 of 13, dated October 17, 2014. • (4) Copies of Structural Construction Plans, Sheets S-1.0 to S-2.1 of 6, dated September 15, 2014. • (4) Copies of Bulkhead/Dock/Restroom Building Reconstruction Replacement Site Plan, Sheets SP-1 to SP-2 of 2, Rev. #5, last dated 10/9/14. Enclosed please find the above referenced plans for your review and use in issuance of a Building Permit for the proposed reconstruction of the existing restroom building as approved by the Town Board of Trustees &Zoning Board of Appeals. Please let us know if you have any questions or need anything further. Sincerely, • 'arcs lips, P.E. cc: Mike Acebo, Brewer Yacht Yard—Letter only (via email) DEsC - V David Doody, Brewer Yacht Yard—Letter only (via email) Chris Arelt, Nautilus Architects—Letter only (via email) OCT 2 3 2014 i BLDG DEPT TOWN OF SOUTHOLD p Vproject directory\brewer stifling harbor\brew08-O1\letters,faxes,etc\Ietter transmittal_town of southold-michael verity_10 21 14 docx 163 -�5 F1, r-4.g0a x5028 SOUTHOLD TOWN FIRE INSPECTOR 63 robert.fisher@town.southold.ny.us Page I q — NOTES ESTABLISHMENT (-) 14416* S/B/L Date Comment IVE PDOPt, ---h-DOS 4-szi F41 ( Jevvu'$ ,k4,01 `EM. ' L-1.61 Ma$s LVC-10-1- ElQ026L Lou tu&iE EKE 1„GtA-- Eikk,GEG � 1)` AAL FireNotes.xlsx XFINITY Connect Page 1 of 3 XFINITY Connect carelt88@comcast.ne +Font Size: RE:Brewer Stirling Harbor- From :Zack Collins<zcollins@hpeng.com> Tue,Dec 02,2014 08:39 AN Subject:RE: Brewer Stirling Harbor- 02 attachment To:Christopher Arelt<carelt88@comcast.net> Cc:Chris Tartaglia <ctartaglia@hpeng.com> Chris- Per FEMA Flood Maps the border between flood Zone X (no elevation specified) &Zone AE (Base elevation 6 per NAVD 88 datum) appears to run along the bulkhead in the area of the restroom building, and since we are locating the building 2' behind the bulkhead the building would fall in Zone X where no flood elevation is specified. Due to the scale of the Flood Map the exact location of the boundary is difficult to determine, the building department examiner may choose to overrule my determination and require we maintain the required BFE. In that case the minimum Design Flood Elevation would be 8.00 (BFE 6 + 2' per State Code). Per the attached record survey, the building floor was set at 9.8, and our new bulkhead will be set at approximately elevation 4.4, meaning that 1.6'of the"crawl space"above the bulkhead would need to be flood-proofed. Please feel free to give me a call to discuss. • Thanks, Zack Collins High Point Engineering 521 Conklin Street Farmingdale, NY 11735 ph: 516-777-4320 fax: 516-777-4321 • email: zcoiiinsc HPEn4.com web: www.HPEng.com From: Christopher Arelt[mailto:carelt88@comcast.net] Sent: Monday, December 01, 2014 4:08 PM To: Zack Collins Cc: Chris Tartaglia Subject: Re: Brewer Stirling Harbor- Hi zack, I met with Damon this afternoon. there are only a few simple items I'll get him an addendum in a day or two which he'll add to the file&we should be good. One item is the flood zone&elevation and the building elevation. as we discussed if you can identify and represent this on the site plan(he says the flood zone is usually overlaid) I can determine whether to raise the crawl space floor or add flood vents to the foundation wall,which is his chief interest. Thanks zack,talk soon. Chris http://web.mail.comcast.net/zimbra/h/printmessage?id=C:582604&tz=America/New York... 12/5/2014 Nautilus PO BOX 785 OLD LYME CONNECTICUT 06371 cell 860 227 1169 carelt88@comcast.net www.nautilusarchitects.com CHRISTOPHER ARELT, AIA December 5,2014 PROJECT: The Boathouse Stirling Harbor Marina Greenport,New York Addendum The following are stipulated for use in the Boathouse design: 1. The design wind load of 120mph has been used in the structural design(see attached structural specification sheet,S.0.0,stamped). 2. All windows will be impact-rated,in compliance with(1) above. 3. The existing septic system associated with the previous building,which the new(Boathouse) building will replace,is in good working order and properly serviced the previous conditions. The new building has the same number and kind of plumbed fixtures. 4. The new Boathouse building will be equipped with the following,per direction of the Town Fire Marshal: a. Women's Bath:Exit Light b. Women's Bath:Emergency Light c. Men's Bath:Exit Light d. Men's Bath:Emergency Light e. Lounge:Exit Light f. Lounge:Emergency Light 5. Accessible Bathrooms will be constructed in compliance with ICC ANSI A.117.1 2003 Edition. 6. The guardrail will be installed at 42"above finish floor,with a grab-rail of diameter 2"in diameter,in code-compliance,as represented on 8.5x11attachment. 7. The first floor elevation of the new building will match that of the previous building(ELEV 9.8). The Base Elevation for Zone AE is ELEV 6 per NAVD 88 datum,and the Design Flood Elevation is therefore 8 (BNE+2'per State Code). The top of crawlspace slab will be set at F,T.FV 6.0. See attachment sheet A. 44 '`J• L'4�r'p�s��n,� ?•"-- • f`f • }�,,e vifr SO(j1, Town Hall Annex % Telephone(631)7654802 54375 Main Road % - i roger.rlchert Qw .Bout Cl •.ny.us Southold,NY 11971-0959 ,_ .. 'c i/ L)1 L� I^I % CM(ri AI 1 U J AUG 13201 IL)) BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 1 i',, REQUESTED BY: f7e4;z .--rel � .r� Date: 9/i 3/1 _ Company Name: ;o - i (A sal_ c LC Name: License No.: Address: . Phone No.: / - S/ b - Yo-)- 2 2.0 5 JOBSITE INFORMATION: (*Indicates required information) *Name: `B ,r -e/ \1 " CO- - y G,r1 - *Address: \L[ O CI.G\`Vo S C�� G ret —k- . *Cross Street: � *Phone No.: ( - 6 3( - Li 7 7- OR 2 Permit No.: ;Ci cq ja Tax.Map District: 1000 Section: -3c Block: 1 Lot: 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) " ( ) ,&rvvS t L_V v��Q - -- sts,c Iv`. t r•-c. _ (Please Circle All That Apply) *Is job ready for inspection: (1 j / NOTO7 Final *Do you need a Temp Certificate: YES I NO . 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MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL; ;;;I,e,..•.ef;. . . ..... >. GENERAL NOTES DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ',--,,;',. ON THE DRAWING AND/OR IN THE SPECIFICATIONS: :1H',....!•,4% / 1. Ap8p,LEwicAERNT: .,„„ (NYS EDUCATION LAW SECTION 7209-2) ..1,',t:.'.::r.' ---. t , 4 . c., C, 4 % 0043,i, or, o o / .1', ,,-,;,• IA * -.70/-6,cipetse /I YACHT YARD 0 GREENPORT c+ 1 I / / • 1410 MANHASSETT AVE, xt• 4, • ni.:',,,it i::1 c‘A II / ? a 3 ..t / / ci Nz• GREENPORT, NY 11944 ., ,, . -i- 0 / .... 111%111111111111:41111:4111:111*.-----. 2. THIS PLAN IS REFERENCES: <> 4/ / ,;, ' / a 1 ip 0 o. A SURVEY PREPARED BY: •.:, l',\ (A li / `.... % 44/ --- PECONIC SURVEYORS INC. ---....._,-...,_....-....,_,..----...,_,-....,_,--..._. O 1. / -...•., •15 L 41 ..,. C• 9 .0 q" / ". 1230 TRAVELERS ST. 'k''',',:: < < P004 60 0 --.. . • , 0., et) 2 I -..___ SOUTHOLD, NY 11971 1- 17 0 0 vA 0 0 0 DATED: 6/15/00 •''i•*.,.'•P‘'t 0 / III 0 , • AN APPROVED SEWAGE DISPOSAL PLAN PREPARED BY: Z .'...' o tt 1 4 0 / / GORDON K. AHLERS, P.E. MANOR LAN, 0 • 'I' , 0 tot it x 0 ... •-.. \ , / tt 0 0 .---...,__,...--...s.,...-....„..--...„_„.-...„_„.--...„ --411111111441111111%1112111%* . JIM ESPORT NY \ n EXIST. BULKHEAD/ ., *00. C) • DATED: 4/10/73 \ 0 ,... ..... I-7 \ 01. ./ it DOCK TO REMAIN .3 -..---. -.__ . Ct -*- ? 3. THE SCOPE OF THIS DRAWING IS FOR BULKHEAD REPLACEMENT AND F--. \ I II / RESTROOM BUILDING RESTORATION ONLY. ALL OTHER INFORMATION (I) ' .">,.;'..fri• \\ It 5 1...: • DEPICTED ON THIS PLAN IS PER REFERENCE DOCUMENTS AVAILABLE AT \ /'ROP. REPLACEMtNT F 1 TIME: OF PLAN PREPARATION AND IS SHOWN FOR INFORMATIONAL 0 >< \ / / PURPOSES ONLY. C.) \ LLI \ / EXIST. DOCK/ BULKHEAD /•••• . \ ; "•L \ \ \Ls • 0 / \ II •,..---- . \ \ 'OC' \ EXIST. STEPS TO - r (!) I • 0 --, • \ \ \ REMAIN ' • --.--- 44k4-,4• \ \ \ i B ..._ ----, t / 4/ ..._ \ \ 446.AZZEBO I / B \ \ \ • • .'.. '•I'',ck,,,:,, 2 2 , 0 • . , 411111111141111%111%%%111111:1k-- . ‘ \ • Q•4' 6b x I 1-L_ EF., ,.% ....c?.. cl. cl. • qp el.?",„. t • k. cr, .••'. 0...Laik \ .-- • 51T.). 0 -.. .:: ,-.: .-. \ \ 'r4'4, ") 1 c% - . "• .• J:l.e..,,•;. , t< 1, rn " ‘ ',•:.:•:. ,I.I.A.1:. \ t • 42'4?),6 , . '1". a r EXIST. FIXED • ' •s N . , ' '••• '!...; 4`.',.ti,:' \ \N„oo•s a DOCK TO BE "0'4- (.1 ---- \ se9 0 , 0 / c7z, 0 N \ • REPLACED o • . '''•• ,".,,,kA: \ \ DIST. RETAINING WALL iii 4,002 Nioo'D --....w...----....--- ,a ____ • , . ,•, 1:"f. 7 A- \ TO REMAIIV ••••••. ....., / 1%*° I • •,,•, . .;,10,1 4. PROP. TIMBER . • .. 7)4,.4' .... es.,„ S I. ' PILE (TYP.) EXIST. FLOATING DOCK \. \ . • • .• .• . • •• - , ................-...............•.•....: TE x°Is R ET.a f A 1XP lu SNA Tf P.s T Ant 1°N ‘.:::.......:........*:•••.....•••:.1:1•.......•1••••••::.••:: :1•.:.;:'• .\:" FDA'gEiTi:133%.11(311LG1/4. EXIST. BULKHEAD .•:tst .slo • \TO BE REPLACED ,a -I, k /./. / c‹ CLIENT; ' : • . - ' ' itiis . . , ' • '1, t. l'4E00 .• 1.q• ••,, •; '••0•;,,r•i•oe. ..-....„_,..---..._„...--„,..--..„--„,...„--..„..... \ \ \ RESTROOM BUILDING TO BE TO BE REPLACED/ ‘\• .4.:::•:::::::::.••••••- e•:? RAISED 18" •••t• PROP. REPLACEMENT OF .• •,.. ,.. ,'.'.7'' . . ---.._..---,_,--......,...--,---,.....--........ \ \ V . s . / , \\ \ RECONSTRUCTED IN-KIND TO •. !et.. EXIST. DOCK/ BULKHEAD / / .• ,. 17? -,;A ,_17 \ • FACILITATE EXIST. FIXED ..... • *\ \ - I \ \ , , • '•::::•:::::::,..i4P.• ,.‘ I \ \ REPLACEMENT • •• ••• • • 4N4D10; TO BE -._ -- DOCK TO REMAIN . '• -1Al2 \ \ \ S‘\\ . - . • PLACED -- . • , ,1' koili , 4f / 4: • .•.,' ,,' ',II:,,,t,,4, \ 'Doc' . • .•.:••;'. ,',;),,,76,. \ • — •%.,„ / / ‘ •-.,:,.:::,,,,::le'.•.,".. \ NO • • 0.,,,Nisk , . IIIIIIIIIIIIt___ 111111mw A cl , \ \ 1%t\C) --- \ t.• \ * , EXIST.ABOVE Os . 'ill:. GRO--UN'D TANKS :41* ? ,'•:";7'!41 • . • , -2- Z 1 . SITE ADDRESS; • k -1 :.',,•,', '::?,‘.0,4„.. \ N. '43e-•\\ :01..' / ,..: BREWER STIRLING HARBOR :''''..'': ',‘':.1rii:611 \ . . */ .• 0 f 3 .• ,' . ,. EXIST GAS DISP. ON • \ • . ,... 4°,,e0 1 EXIS7: BUILDNG TO 10.-....• .., • „I.e.., .1**.''''s" '''7' CONC. ISLAND BEHIND ailliftir 4,, MARINA • ,f,, .1F ,.?t,k \\ MIN BULKHEAD TO REMAIN 1/,'i I q- ? • -,,,,,,,,e,...-• c.), • • •• ,,, 0 . \ A •''''•i• ‘..-, , , .--..---. --- . 7,114• & / 1410 MANHASSET AVENUE • ,:, ', -- t:'T \ is% • • . EXIST 17MBER PILE TO - • ' le'llk \ Ts, *._ ..Z MONTAUK, . 1: ‘__. • . REMAIN MP.) • \ c. / / ' '• 1"1 - -, ',-);f.'..*,•. \ °o . • EXIST. DOCK SHED - GREENPORT, NY 11944 . •. TO'REMAIN • • 11111Millt1111111%6 .,..,ti'.',,•:,,,,,(11.,...:i,,,,,:. .4 . Ji -....•.. 4, / / . . --_ (-ts-,:.A.7%.0, • . z. -.- t / 2> -- To • - SCTM#1001-003-01-001 & • • Exisr. TIMBER , RETAINING WALL TO : -_---------- i 4-' , /at I REMAIN • .•` .'s••••, SCALE. .•••-• 1 n=30, HPE 11: BREW08-01 . •41,,, • EXIST DIESEL DISP. ON 1.' lift, ? 0 I • CONC. ISLAND BEHIND .0 ' • - • BULKHEAD • `'.:NN. --_ I jli DATE: 7/23/13 DWG ii: • '..it BREW08-01-PHII-BSP.2b .,,.,::.,. --........,-...._....---,..--..„---.._.--.._ • TO REM,4IN --.- /6._ •:"..N. 4... -_ - I„ ,, • EXIST. GRAVEL AR.. /4.4/ •4.- , ..,' - •\ Ps I. TO REMNN .• EN, • 4 INE OF Dag )„ . R W.C.,•EIV ED . . D7S7: 8'DOCK ro /• ,4•• BULKHEAD TO REMAIN • N . .\/RE-7,1AIN qtecl \ 111111111MEEIMIIIImw, / ..‹./... . NO\J 2 5 70 V3 BULKHEAD/DOCK/ . ..,..„,,.. \ ,. , ,s • / </Q,,. S,-, ,../6.. RESTROOM BLGD .: CITY — Ox`I Ci144 \ v,oc /- -<.;' B()p,RD OF APPEALS • ,-,,,,,,,,, -- \ -I, 0 ,NOIlko cPr) V \ \ • ...4 ._.. ...iv N, •• . 0., N ....,,............,--- / / 2)4,, REPLACEMENT , .• ',,,,,,,:;.' 1i...to,. t.,6 I VA •.,...- = _ /• 0:se' .1..\ , SITE PLAN , , . ,r) • = j Q:11)iN .0 . . :' ',1•71g,"A ' "• .,44i, • ', ...o. Z itAllk --• rn \ 7 (.P .757ip -Zig • \ • 4? .., .., ,?• _____. . _ . _ . — • • h SHEET NO: • • ,.-4," ..1, • '• ,^i'•”,4 g-p ° STERLING —I \ • \\ k't I •.I •..,,? ',IV.; \,.., rit• BASIN GRAPHIC SCALE \ . • -16/-) .•'.:,', riN4.;.1 3 k....4 `'../ 30 0 15 3, \ -TH EN cS\q i •....•,. • .,• i'.. .. (IN FEET) / 1> 1 inch = 30 feet REV. 2 Ai •z- , --...----..---w....,-----., L., • BFz i 1 Bnd Aag 1 vi Dr i eel evP i tye v y_c;e Pi OF. 2:,. fIr1.7070Z/Bn_Ats .,, 1.,kauf•“ • • 11',7,1',•'.141. Date: 4it., I PLN PLACE . CaAjA 0 DISAppROVAL VAL 1. SUR.VEY OF PROPERTY zii'sN ' AT GREENPORT \ mss. TOWN OF SOUTHOLD NaNo- SUFFOLK COUNTY, N. 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LIC. ,NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION -------=OVERHEAD WIRES PECONIC Vt YO,RN SP.C. .; OF SEC77DN. 72090F THE.NEW YORK STATE EDUCATION LAW631 76 –5020-FAX 63� "765=1797 - EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 1 THE LOCATION OF PILINGS SHOWN HER EONHEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 ARE FROM FIELD OBSERVATIONS AND OR SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET DATA OBTAINED FROM OTHERS. ELEVA TIONS REFERENCED TO N.A. V.D. '88 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 00 191 _ '. .. ' ' , ~ ' ` - - -�7O�0^ ` ' -- - -- ' - - -- - _' -- -- / ' ^ ! } / . ' . . • - � '- --- -GlO '~���� [{ VLL=5�37/8' '-1 {r ,-- VOODFRAMEDVALL 6� [ lGRADE BEAM=U�O � TO PIER=5-81W^ iiL=5�81� i 1.-3" 4- 1 .1, P ' - - ---- ' -' i �/ / �=0�-X > �� < �r {� - C �1 -'- ' ! 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GRADEBEA�=OV - - - ���- - - - -- '- - - . - '-- -- ' -- - ' - ' - - - - ��� ---' -- - ' -- -��/m ur ` �__ ,_� '_ -_�-- _. ____�__ _ __ _ _�_� _ ____ ^"�'� ' ^ ~~ � "`-" / ��-- -�r� ~~- ^`�) ' �^.� -- -- �------- ~ 0(�(l ' ' | - ' ' �� � • i ' ! / . 1O" /-:-/ � • �• � i ' � | � 1 v � . . � 4�r . � � � � 20�O^ � ^ - , ----� ' -'-' - - - | ' ----- ' -- '- - ' - -'� - ----- - - -' � -�._ �'�-- ' _' - _ _---_ - � . . S2.1 4^ --' -/'` . / T.O. VALL=5�3D '-- --'--- --'- � --'--- '- ----'--- - | -_ _ __'� _ - ' � ` ��}- '- —�--'�-- TRANSITION TDFDOTNGT08E � - . - T'�-' - '� 9(�)�) ' _ -- _- _ ! �u�- =����� - - --- � -- - TRANG|TlOMTOFDOTNGTO8E �-� � � ' -`-- � � DETER/N|NED8YGEOTECHN|CAL , l.{ly�ALL=8�33N" � ! �~ (X-X") ' � ' . ` ENGINEER -� -- � --'------------7���T�� DETERMINEDBYGEDTECHN|CAL � . / ' ` ' ~• 2�'�' ! _ _- _ _ •__�___ . . � ENGINEER ' ' - •-- -- - ' � � - -- --- . . � ' a�7 ` ' ' � � � � / -[OGHELF=�-37�^ �w T.O. HELF=5�370^ | ��--' -' - _ . _ �� _ _�[�� ( ) � 2 ' ! '" p S2.0 � - _ ! • ^��_T(lVVALL=O�33�^ �� T[\ SHELF=5�370^ @ | • `v° V<�X^ � *= V{�X^ | � � / / ' | � i � ! . � ��~ PROJECT ADDRESS: | ' ' ' ' °- . ' ` m / 2 ` 1410 Manhasset t. '- - m it -` � S2.0 ~ ' T.O. VALL 0�O3�^ ''�° ��� = w' `;~ ( (-X") usT{lVVALL=��^ � ^ �� ! `p' (X-X") 'e@- T.O.T.O. SHELF=5�8 1/4" ' | �� 0(�X^ -- .wPs / ; P ' --' , . • �w * ' ^---- ---- --- - - -- '' - -- ° 9 i . ' • i . ! PROJECT NAME: � .• . ' � � | ' | | � . ��, T.O. VVALL=6_V3�^ : �(� T.O. SHELF=5�8 1�r � ,,,r. .• T.O.VVALL= 6'-3 3/4" ! T.O. SHELF=5�37�^ i �� ;�� /r ;(�X` ' 3 ~ '^ / / � �V (x'-x") `��� 0(�X^ -~ � ' 2 '� | . ' 82O •� � ��O / | p � ! w� ' � 'L-'--'--_ -- _ - -- - '- -- -- 28�V --' -----'--------------- -' -- ' Co Cr I FOUNDATION PAN -- - - ---' 0 LEGENDZ INDICATES CONCRETE FOUNDATION WALL Cr INDICATES CONCRETE GRADE BEAM �-� INDICATEST0POFTiK�BER PILEPER Q� NEWL. CO c" ER ' GEOTECHNICAL ENGINEERING REPORT c' t� w(5:90.-1" * �� "°' � ility,,,,14, SHEET NUMBER: �� U� ,K �-� ��� Mr"--- NAME FOUNDATION PLAN SCALE: 1/4" = 1' - 0" DATE: SEPTEMBER 15, 2014 |' . t- -,a r' h • 11::_/7,1-11 v. 3535, Z o _ CO O - - U • Q ; . . ...... .. . - qt., 35s :f ;"••:33•33.•3'.3-•333.13:35,":3 353531 . 3351-..i! e_ . (1) 11 7/8"LVL RIM JOIST -- (1) 11 7/8"LVL SPLICE (1) 11 7/8" LVL RIM JOIST (3)2X8 P.T. (3)2X8 P.T. (3)2X8 P.T. E ! y j 1 j i 1 1 f i i f ( 1 { I i { ; I I { • } I i __ Y —� j i 3 1 • ? I -- 1-3535 BLOCK BETWEEN JOISTS j 1 1 i Zr) j 'r 3,33 i i J ( i i { i { I I I AT FOUNDATION WALL r i .: i ; 'v { i I 1 3 1 j 3t 1 Nr ' ^ i ' ' aI S I # 1 } E + I ! V U) 1 CL j I { V Cly I ;ma 1 1 1( { CL s i { 1 l • i t ; ; X i N i 1 i ! LiI ? N f I j I I 1 3f 4 ; {z i I 1 i tto i ! }I —1-- II ) t i !! "i I f i 4 I ! i I? { 1 ; ° { — ! ' f PSL P.T. LOW s { 1 ! UI 35351 - 1 i 1 -J i J1 ( 4 I _I - ? ' _1 i ,.ter I + �] Ji J + i ! , i i ! j JJI J - ' j +JJ } i i i { t I i i ; f ! ` F • cc, •F i ; t I I 1 { } I! { a I t q � I 1t 4 t € ' { ' If f ' k M 1 1 I I{ 1 — -' / 1 .I 1 I I i ! i{ ______4______L........4_4----- -i- _ i ---i-_) t r , I t ! r c } i i }I ! ? y I itf{ r- t- ,-- 1 I k i { j f t s Jj iti i { t # ' } ( ! i I i !I CV 1 1 i N3.3_ j ! (� 2 ! i i N; Cw1 N -! 1 ( k F ! ! ! j i I ; iI ?I ! s I ! { 1 I I ! i 1 ! i I i ! I i { t; _I ! { I r;+ t I t t s { I ! ` ' I I f i! { i 1 3 i t { 7 I -; i:. E I ; { 1 ; III ! 3 H i i i I ' i i i i t 4 1 - 4 I t 1 { { i i I r ; : i l I i I : I 5 114 X 7 1/4" I I s i j ; r j { s i € ' ? S £ i PSL P.T. LOW i E i i I i I o ; `t { { • i I } I i i i t t j ; i + £ ✓--, 1 } 1 { { ! i f 1 ('7 F j ( i ? I ` f i I 1 1 t E . 1 3 I 1 1 i { (t , ! 1 t € 1 ; } 1 ? i j 7 , } ! j i i } I t i• 3 I s i ? i # ( • i i ! l t I j t { ! • 1 F i t i i I i I { i ! ? j 1 1 i I i i ' i t i i i 1 i i t i i ¢ i i j PROJECT ADDRESS. 1 { ! I `. 1 i 1 1 ' i I i y f i t j !t 1 1 { I i 11 1 , i 1 t 1 i ; } I 1410 Manhasset { { i 2X8 P.T. LEDGER BOLTED i io ; j 2X8 P.T. LEDGER BOLTED s ! I i i } t I i i ( TO FOUNDATION WALL I i } € ( IIi TO FOUNDATION WALL } i 1 ; I I { j j i i Greenport, NY 11944 <________„...._,_______4_______i_____ { 1 i I t 1 ' ) j i f 1 .-- i 1 ; i S i i \1 } I S j 1 I i i I 1 { I i 1• ;___y_.._.__�__.._.2_...-__._`L___ .-.- 1 y __-f__ ______--;—__ i F- ____ -_____._ _-'__3535--« .I Sf I -t----.—�-� ? } I� I I I t , ii S { 1 2 ( I ! 11 • 1 Ii 1 ; i1!i S I Ii i i ! ! t c / i ? { # ! t i f 4 I t ; l l I 1 i i i i { { �- • I t 1 { i i I s 1 7 i { j ? I I i ? j { 7{ , i I ! i ! { ! ? I j ' x ' ! ' I j 1 1 I { ; f i y j S i i t f I f ' j I ; i'sf ! • j I 1 ` t i 1 ° S i i 1 (V ; I • j i - } `:. ! I i i s i I t I ! f I { i i 1 i { i ' ! I } ' t i 1 i ? ! { j ; l i i i I ! { ; I PROJECT NAME: Cr 0 m FIRST FLOOR FRAMING PLAN Er LEGEND INDICATES CONCRETE FOUNDATION WALL. SEE • FOUNDATION PLAN FOR ADDITIONAL INFORMATION . INDICATES BEARING WALL ABOVE FRAMING. Z LOCATE FRAMING ACCORDINGLY. INDICATES STRUCTURAL BEAMCr _35.- INDICATES STRUCTURAL JOIST/RAFTER FRAMING 1 ►e INDICATES POST BELOW FRAMING. POSTS ARECO BUILT UP 2X STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM UNLESS NOTED OTHERWISE. SEE GENERAL NOTES pF NEW �P• \IA '.,R(�� J4C0:00.0.,�� SHEET NUMBER: * 2y t�jrP. i��iY�'ii 'l`vs < S 1 . 1 • � (Na,0, 0906,17-� N'.47- 90FESSIONP NAME: FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1' - 0" DATE: SEPTEMBER 15, 2014 � ��: --/ ..,:4- `°' Z 0 CO CO ._.) ''' �� :��,� ' ~°, . � o - � - 3 8� �.�, s` a°` .` z^ «.'.:I-..::"''''.:•".. .:::' V:i",.:,.^.f,:;."=.:.:":•.;f r.4.`^*r~ (2)2X6 JACK (2)2X6 JACK (2)2X6 JACK (2)2X6 JACK ' (2)2X6 JACK 6X6 P.T. !--- 6X6 P.T, {--6X6 P.T. r� �c' � �`�`� � �� �� STUDS ----- | STUDS STUDS --- STUDS --' : STUDS POST '--- | POST ' POST � � ���.��'/ ' / / | (3) 11 1hr LVL HEADER ` . | , �D111�rLVL HEADER / . | �) 111��LVL HEADER CONTINUOUS ' ' /` ' •01� �� ` • ` `� �� �� • �� �� �� ` � `' �. ^ . �� � � N0 - �'�� .^`.�:��"^��� ..... ' . �� -___-_____'-- � �\ � ,/ ^,'. ^r� � ------ ------ - / �`v ' ' '°^ �,� -/ --_-_-_- _'_---_'_--'_-'----_�-_.__-_-_-_____- -_---_-_-__-_---__ ___-_''-__-_-_-_- �_--_- �� • � . � � i CONTINUOUS HIGH ��--'------- -----�--- -' ' -� � �8 ' .�� III - ___ ______ - __-_-��_-__��________ __ _ � __ � - �' | \ �� m L 'F GABLE END ------ - _-____� /^�~- WALL ABOVE � � --'' - - � -- '- -� - � ' - ' --' ... ' -- . i� - _ - __' • � | / � / ' HGG4X4X1/4 �` HSS4X4Xl/4 - --� � �______� _____________ ___�______ ____________�_____���•_________ ______________________ __________ ' _____ __ VV1�X28HEADER , ' � • � � "� '' ` ��_u� �~�-�17�-`��----�)2XOJACK STUDS ------' �----_�-'�'`- �^�+���4-- -------'-------`---�-��------- '------------ ' -----��-- -'----- ---- ' -----_-_____-_ ___-____' � 'J 81/Z'TJ� '� A1��TJ/ � -/ / | '^ . | 'J � g1��TJ| �� � � Q1��TJ| '� 91----|-------'� -------^ '� 110�� 1fr -' '� -� 11Oi0^ �� �' 1�0�� 1O^ �] 110'2 'J � ' ) ----� ------ ---'� ------'--- ��----- � -----'---- �« -------� ------ ---'--� ----___� -__-_� - - - | | -- `- � | �� :� j � �� �� �7 ` �-----`~ --- ------T--- ---^- �--- `~ _- �------- `^ '----�-- ---- -- --� - '---- -`~ ---------- ^~ ----------' --�`~ ---�--- � 4 ' • (3)01�"LVL 4 . -� (3)Q1/Z'LVL - -'-'-- -'- ' -! 1 (3)y1��"LVL (3)Q1' LVL • (3)01 LVL �)D1' LVL .� - -- -- -_./ ' ; ' :� - � �( ' -'-' — _ , ` J'-----p*� ' ___ _ .. -!--- ___ _ __----- . . . � � � � I • '� -�--- ----- '--�— — �-� r---------'----- ---� -----'------ ��—�---- -----------�� �---�— _�� , - ' •-• �,`: c � , ` | ,�__.-____ .___-_- - --' —_'--__� �-_____-- ����i'. - �_.--_'=_�_�=_ —'_-- '�________ _ -____________ ________. _ . . 51�^X51�7 • ' • � � � . PSL POST --------- -- ---�'---- ----------`---------'--' --' -----'--------- --- --- - ---'------- -----------------------'-------' ' --------- -------- � - -''� (2)2XGJACK | . ,- 51A^X7^ K •- 51/4'Y(51w'' �D2XOJACK ----- PROJECT ADDRESS: � STUDS - { � ' � PSLPOST !STUDS ' . PSL POST / STUDS (2)2>V�JACK - --------' --------- __ _ �_____�________ __�_____�_�____ __ __________ ___ ____ _ . • , . . . �� _ . 1410 Manhasset STUDS -'_^� ' �� •. �i0�c NN�N��Nnc _ ' � . __�D � __ _ ---- _ �w4 . _ _ „ �� . � � ��'����������� i ()! 'o(�i Greenport, NY 11944 111N^LVLHEADER i ___----------- l- --�---' --'- '_� '' ( ) �D111�rLYLHEADER ' ' � -------` --' -' -- ------- --'------- - 1 - --'- --'---- -' •_-_-RAFTERS "-�---- � / |- \ --�------- --- C� 11 ���LVL CONTINUOUS HIGH --'- � ��_ `+��-----�� � -/ i � • i . .' ' _, ----'----'--- --------- ------------- . -- zc— m ----'----- ----'---------'----'---- ----------'---' - ---'------------ 111,........II......... 1IIIIII.II1II ' �� ' | ' � ` _-__--- _- .^^^�--'_-�'__-_ _~�^��-_-__-___-_- _-______--___-_-___._���- __--__-__---_ - II:: �� �� �� �n . . ._ . . / . - ` ~°~~~~~ ;Sr- PROJECT NAME � 111uLVLHEADERCDN7lNUDU� / � � r (3) 111N^LVL HEADER OXOP7. POST ^ OX5PTPOST—' :- •8XOPIPOST L '0X8PT. POST (2)2X6 JACK ! (2)2X6 JACK STUDS -----. STUDS --' --' ATTIC FLOOR FRAM8JG PLAN ��� ---- ---------- ----- �m� LEGEND0 CO INDICATES STRUCTURAL BEAM �m� �� -'--' ' INDICATES STRUCTURAL JOIST FRAMING �� ��* �~ I I INDICATES STRUCTURAL WALL SHEATHED IN 1/2" I PLYWOOD WITH 8DAT4''OC. BLOCK BEHIND ALL PLYWOOD JOINTS. �� INDICATES STRUCTURAL VVALLABOVE FRAMING �� LOCATE FRAK�|NGACCORD|N(�LY ~�~ ���� Egi INDICATES POST BELOW FRAMING. POSTS ARE BUILT UP 2X STUDS AT LEAST AS WIDE AS THE U N1 SUPPORTED BEAUNLESS NOTED DTHERm0SE ~�~�CrSEE(]ENERALNOTES ' INDICATES POST ABOVE FRAMING. LOCATE K___ FRAK8|N(�ACCORD|NGLY. ��� �� ��� of NEN/ SHEET NUK�BER: * " �^ - *XI 15515 , \ 6 ��o �� �� .K� �� . ����� '6 pf,090 1-\.,\,. ''»FE8SO4` NAME: ATTIC FLOOR -- ' FRAMING PLAN SCALE: 1/4" = 1' - 0" ?1, 446`'"----- DATE: SEPTEMBER 15, 2014 -�' z 0 0) CO ._ : Q '' _. i ! 1 .....:,.*:::•7....;:-‘..„.:,,,:i..;•:.:;,..,..::::.:.::::::::::::r-2,-..s i r to ' • i f { ! i };II _. s !i:I i !! I I A i ! i i i ..4.-- 1 { i y i t a { { # ij ! i .. _i i I -- � - { t , -- __i____.1_____, I i i I 1 — — .4_ _;_. j I i ! I _ i ; '_--- � ! _ ——' �)--.)i1O i --- ' I I ; 3 i ; + i i1 __S_. � fi i i —--I i! ; { I i i ! i } ! i f X ' e iI 1 ! { } I i {{t ... r -3:3'.':. ... .., .. € I ! 1 i { I i 4{ I j ! i i I Ii j (T ' i it i j 1 I I i i f 1 3 i i I I } { i i i ! i { i f 4! i j i 1 i f; I i i t !i } 1 f I { I I i ! 1 i1 SEECEILING FRAMING • t BEAM BELOW C L i s { a 1 t I I I i "— 1 1 ! 2 i 1 I I 1 1 i 1 i. _ i _ i i I { S _ i i �{ } .3 347`""'"H .t... { • �— '. -f es .... _ _ _..-. .' - t , f i+ "'"''''sa — i. i y ii' i f i { ii i iii i S 1 i I i ! I• -- ) 0LOW ' - ' - - -- - ._ • I ) X10 W f I I f ) a W I LOW i i • i 4 i (3 2X1 ; (3 2! LO (3 2X1 • ', 1 ' + . i ; i i JI ! • —.. -s' i ..9 e i I i r i ; } i i I + I11 • . • 1 O O 1 O �� (J Or f ' I i s {O { l i D 1 t— _ I ir q i . iX ti c-- { _ Xs— i t `__ 'I f I• J-kS.- -- > N i I j 1, i! i i i 1 N 7 I• N I• i ' (NI ij j ! I I N Ii i 1 • .. .. t; i ' i I 4 ij i 3 i + 1 + yt ! f -- -- El ,- r.' i ! I jF ?_ i i r (2) 11 1i1"LVL RIDGE BEAM I i p i ! : I I p i i I i f! ,1 It ' 2X8 @ 16r2X8c16" '' I I 1 ! i 1 { i ; ' 13 -1 1 71i i I I i ; { I i I F. i i I !: i I E j 1 S Zo i I 1 i f s i i j ___. - .._ ✓_ ! >:. i V +(/ i !' ^-`7�O- I Z�-. _' - O p I i V ? .`�kO— I!/ 1 + ' `_ O I S V -._ -.. ._. .. _ ._ '• 4� --T O _i�_ O f I I. ~� X '1 i li O I /x i W -j-- —_}O + :f X ♦ { i 00 j --i x '� O t ..._ _...__ ._..... ...__.....� ... ' _ y X i • i N t N I N i + X i i N N I i s X ? N ` I N ,i i N f: i + X i t 1 I N I ` i • } I N S 11) ? M ' i i I i COM I ! I Ch I COfh7. M { ! I M Ij t i i f I is k i i ;! ! 3 { I s ' I ; I i i i I I i ' I 1 __. ; ; 1 + ! ; _ _.M_ __.�__ PROJECT ADDRESS. i I I; I I I i 4 1 t I I s i 1 s f ! 1 i i 1 • i._...__......J._....-_.. _.._. _____. :i ; r: ... i ! i ` i --.._______—______ __ 1410 Manhasset i I ! I (3)2X10 LOW 1 3' f (3)2X10 LOW I i I (3)2X10 LOW > i1 i i • Greenport, NY 11944 i i' i i ! ' • i. .t. ; f. { ! � { 1 j I 1 E 1 ` } t t i E i t I 1 I I c ! I j t i t ; j f i , I I i F f i i t I I I i I i ............._.I._... __....___...__..._._..._• 1.$. r f —� �}., .-:5... .4+� +w� �L{ ri-� i '— ..moi. i- �i�: _.,,:,;.—.;,...11—..—.' 1}��+` moi! �:i� �.� jE� —i i �` . .-tet i �"i-•'flb i _ _I ; ! i ICING FR iN 1 j _ -}t BEAM BELOW. SEE CE ! AMI G i # } ' j I i ! { i '' ' I t - 4 I { i I i # 3 7 2 7 i t I 4 } I ! i I F i i • i I I i { t 1 I I i I { 1 tt 1 , t ! , I i t i 1t f ; j i :-; ! ! i f + i } i i ' ` ' ' i t 11 I i i ..._.- -,.._. 1----I --1.-®-'— -I— -±— +— — —{ -- --— --I— -I— —. — --J®—i-_ — �._ �_ —1 —" 1 i -i-- '•• 1. } • +— ;-,•••+ i ( i __.-.\/'. ( i I ' I I i I i 1 i 1 i 1 i PROJECT NAME: i i i ` . i ' i , 1 # i i I j ; i —.._ 1 } t i ,' ` ___T_ i 1 ' 1 11 i { f ! { i { i j t { i I ! i� + i I ...J i I , 1 1 , • i I ! i ! I i N I f ;- i i I i I i I i ! i i I ( I I i 1 Cr 0 cio ROOF FRAMING P LACC I LEGEND INDICATES STRUCTURAL BEAM CD — — INDICATES STRUCTURAL BEAM BELOW. SEE LOWER Z FRAMING PLAN INDICATES STRUCTURAL RAFTER FRAMING I`' ' I INDICATES STRUCTURAL WALL SHEATHED IN 1/2" fr PLYWOOD WITH 8D AT 4"O.C. BLOCK BEHIND ALL PLYWOOD JOINTS. H ® INDICATES POST BELOW FRAMING. POSTS ARE BUILT UP 2X STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM UNLESS NOTED OTHERWISE. SEE GENERAL NOTES of NCR/ �Q� �pk.TER J4 '1-.0 SHEET NUMBER: `�' SAI' co 9 �s * �� f4'p,.i$ q ii 02 lir ,' �' � ' LLt S1 •3 0�4A ..c.•090611- �(<// '7°FFSSIo\s'P r NAME: ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" DATE: SEPTEMBER 15, 2014 ., .. c..,,••• --: $ •-' • • 0• CO "?•:, , .. ._ . .,. . . . .. .. ..• ... ,,.• . . i 0 . . • . ; 0 ::::. _•''.; .-.:,f• :! .-. ;:• ,,• ;• < ,:;: ..•. .;-. !,; • . :: ; ! • i I • , • . ' . . , . : . ,.'•*/ . i : , ! . . . i CANTILEVER FLOOR JOISTS . , — --- SILL PLATE AND ANCHOR BOLTS PER , i;.; : . • ., -••-----••------•••------•-------.--- , LA . , • .--•-•-• SILL PTE AND ANCHOR BOLTS PER 1M - .LSL RIM JOIST -1 . . : STRUCTURAL NOTES ON SHEET SO.0 : , 1 . i STRUCTURAL NOTES ON SHEET SO.0 ICE AND WATER SHIELD ! • . ' . , . DECK JOISTS PER PLAN DECK JOISTS PER PLAN i I i i ; : .------2X RIM JOISTS . • : ; .• ; ! -.1: , ; - -, , .. - . ; •-I-- .. ; I •--, 2-i-- , - -- - ------ - ----:-- T.---- \ . , ! T ; 1..!"'! 1:0, i • .• 1, ' !.. ..._'i. '" .- \ - '- "" -— "—,,,:'--CONTINUOUS#4 TOP BAR , •,-.... . LVL RIM JOIST----------------------------•------i- . . • ':i:,1 . PLACED 2" BELOW TOP OF VJALL . • ;'•,. ,•;,:::•-•.- -:•:.• :,, %,::,,-;.::: ::-: SILL PLATE AND ANCHOR ____ : . • PRESSURE TREATED 2X4 . . . ... _ ..._ .. _....... _.._.... _.. ,•,,7.*:f .:•::'•':.'..•:',•'•',.r.'",,-:•:' '..c.,:•:,.7,,' BOLTS PER STRUCTURAL PLATE VVITH 3/8"X 3“TAPCON... --- --" i i • ,,,::, :•,-,:i .:: ,„- ,:•,:,,,!:7:-1 si:f ,-,,,,3 NOTES ON SHEET SO.0 ; -d 4-• SCREWS AT 16'.O.C. - .--• - ----.....-----------i - -:,: :.;-;-•:.. .,:•,-.,•,-.-.,-,:::,:z.•.,'-i!: .,* „:?'• – • • """----•— - – - -(2)#4 REBAR CONTINUOUS PRESSURE TREATED 2X4 I 1 • —- - - - - - -------- --- (2)#4 REBAR CONTINUOUS .. . . .... - ,.!.,..:.:•;•,-.:,:,::.;..:- • I . . .-.• - . ,.. i• , ..• , 4 • k''..= PLATE WITH 3/8"X a.TAPCON , .-.- .• , . • SCREWS AT 16"O.C. - - - • - -- . I • • • SEE PLAN FOR WALL THICKNESS - - - - - - -- - --- -- . .-------- -BACKFILL BACKFILL -------------! . : • . ' ; , ;• . ' : 1 ' 9 . . ._. .... .... ... , . .. . . ............ . . I ; . . ,'• . . _ .. .'.. ._... .. . .. . . .. . . ... . . . . .. ,•• . . • . #4 REBAR DOWEL AT 24"0.C. ------- - - -- -- • - •- - - --- - ---- : #4 REBAR DOWEL AT 24"0.C. _ . _._— #4 REBAR DOWEL AT 24"0.C. - -- ------.•• ----• --•- -— e.? "(NJ iNs , PROJECT ADDRESS: ' . • , . • f . X X —X . . , • X X X X,'„ . 1410 Manhasset . • Greenport, NY 11944 • . --sv. — . _. . . . . ,. , . . — —.--. -----.--- , _ .,_...._ ., . . , . -" ' - - -- . : . , • .' ! . • . . . (4)#5 REBAR CONTINUOUS r • ' • 1 . , ; • . . •; . . . . . . . . .• . .. . . ' ••• , . . • • • . . . • •- . . , . • • ' - 6 MIL POLYETHYLENE VAPOR (3)#4 REBAR CONTINUOUS .. ._ . —• • • (3)#4 REBAR CONTINUOUS ._ ___. _—.• • N • • . • . ... .; $ . • • . :•. $ • • . .. . , • . . .• ' BARRIER OVER 6"CRUSHED STONE • . • , • • #4 STIRRUP AT 12''O.C. • . , - . BEAR ON FIRM AND • . . . . , . ._.; .. ; . . • i.. . . ! • . . . . . ; • : • UNDISTURBED SOIL ----• ---- -,---.•: •.: ! ...,.:: :•:- ; •'. - .- :•J - ''. ! . • . -- - CONCRETE GRADE BEAM PER PLAN , . . . . — - : • • . . ..,. PROJECT NAME: : • . . , . : . 't•N : (4)#5 REBAR CONTINUOUS._ ....,--.--1 _ _ _ _.__ • %,.. • .• , ".,. .7--.-.--- ---- SEE PLAN -- - ---/ 7 SEE PLAN • • : . . • . , 1 HAUNCH AT PILE BEYOND . .•' . ! . i • ,.. . 1.. -- - -#5 REBAR THROUGH PILE fr : • : . I • • . ; ,• . . , • .. , .• • „ : . • 0 • , , . . . , , • ; • , . .•, CO , , • . . . . ; . . ,• ..i" SEE PLAN ; 71" 17.:r : . . . , • , < !.•' 1 • . , • • : . . . TIMBER PILE . . . . . : 1 . . .• ' : , . ' . . I r• , • , : I . : 0 (----1FOUNDATION WALL SECTION A (---;-- F• , OUNDATIOLN WALSECTION B ( 3)SFC0AL = v-o uE l' NDATION WALL SECTION C i " Z .......J 0/SCALE 1" = 1-0" \ S2.0 /SCALE 1" = l'--0" S2.0 _ H CO SHEET NUMBER: c',3 c,,k *•4f; (1ePt P 1. ILI C)'.!- * ll 0, 1 cc r– tit S2.0 csO 09 1-N k7 z>, ‘Y°FESS10‘'‘" 41: •., NAME: STRUCTURAL / • DETAILS - SHEET A SCALE: 1" = 1' - 0" DATE: SEPTEMBER 15, 2014 „, •,..:.,, .i.„U .r•-v.- .,•I.+, r•:II: Z •. 0 • CO . • . • M !'... •,a t,;; • . • . I 0 '.: .:::: •':'''' • I r 0 I:.:• .c's: ::.‘‘,;'. J • . • •:: • I '''') •:'..: :Y. ' , • . i • . • • • ': -4 4'' 1...4"?'g'::,'••;t.':.t:.'•.::::M::'1•g:=.';• :''?, •.f.'.11 1:::.1:.'.-. I.; !.::':•'•': .‘ :‘•:':::e•'.'::.::I::•if!t:I': ;.,):rII-• :f , I 1 , .. '':'.''''''''''. ''':'.•'! r'1.‘.'::..I,:'.) !:: \`,:--3. '1: • i!: , .. _ . • .....,, • - (2)#4 REBAR CONTINUOUS r:-, •I.:.:,:,:1:•,-,:-,::::,,:....-•:,,..;-,•, .i..!.-, • PRESERVATIVE TREATED SILL PLATE ANCHORED WITH 114"X4”HEXHEAD TAPCON SCREWS COUNTERSUNK AT 16"0.0. .,.., ,,.., . . -- R REBAR STIRRUPS EXTEND AND 111,1=1(3)GRADE '. • . . , • - • . •. . ,. , • BEAM BOTTOM BARS WITH FOOTING BOTTOM BARS, . . .. . .: . • . : .-----GRADE BEAM TOP BARS FOOTING BOTTOM BARS . SEE SECTION . /- -----1`--0"--- --/ . ; ,/`- - - 1'--0" •--.7 .• • , • . • . I . i . . . • , : . .. . , :0 .0 7-....- -,,-,.,,,.::-..-..:v',:,:,.,:;-,'7,-,r-ztr.7.-4V44;',.7.a,::ls:51-2,:vm.,,s::5rtz,,rnts. F .:5 N',77;tr".:1 ,•• i ! , . • ! . • . , . .•'. : . • .• . ! . ' . .. . ' .. .. . . ... •. 1 . , . . . . . • i .. , .. • - • . n , . - 1 : .: .,,, . . •. . . ,: • .,..: .. ,; . , . .• . • . •• ' •• • . , .... .. ?NJ ,-• -4"CONCRETE SLAB WITH 6X5 W1.4 ,:1- , i . .: .• ,... .7: ,, . ' • . :- ... . -. -. . • . ; ;;••• • . , • I 1 - ' - . . .. . .. #4 REBAR DOWEL AT 24"O.C. ---------------- ...------ - ------- --.- ! ; WIRE MESH .• PROJECT ADDRESS: --. • • i, • • 4 illigill.M.I.M11.11111.' 0)1.1711.11.111161..1.11.11: ' ' - • I 2 i . • Ss : • : . . . . . . 1410 Manhasset , : : : - . • : . . . , . • . ." . . , .. . • 1 • N : , . . . • - . . . ' . '' ----- -BEAR ON FIRM AND Greenport NY 11944 •. . .• , • ' ' • -•• . . ., . i . ; • . , UNDISTURBED SOIL .i . . t . • #5 REBAR THROUGH PILE - - ' " '' ' ' ' - - ‘,13.1., '-- --- GRADE BEAM BOTTOM BARS • , . . . ,. . . .. . .. ' • 1 • . . . . . „ . • • „ (4)#5 REBAR CONTINUOUS - . • • • . '- ------- ---GRADE BEAM BOTTOM BARS, SEE SECTION • . • : . : \ I . . • '----6 MIL POLYETHYLENE VAPOR TIMBER PILE PER GEOTECHNICAL ,....., 2"-/--- ENGINEERING SPECIFICATION --- - - - - --- - -- -- - ' — #4 STIRRUP AT 12"O.C. `-1.' BARRIER OVER 6"CRUSHED STONE iN , — •---•--CONCRETE GRADE BEAM PER PLAN PROJECT NAME: • . (4)#5 REBAR CONTINUOUS ',- Li. • I • , '''s- 1 , HAUNCH AT PILE BEYOUND . . . I . Cr I - - :- ' , I . • , . I _ . • I . .. . . .- . ... : . _ . - I I 0 ' _J Cri Et < /----. ( 1 )FOUNDATION WALL SECTION D 2__-- pRADE BEAM AT PILE ,(---3 \ GRADE BEAM/ FOOTING TRANSITION s,..._2.:i SCALE- 1" = 1'----0-11-- - SCA-L-E--1" =--1-0" ----- ---- ------- 1 s±,i /1 SCALE 1" = 1-0" a S217/1 Z ....- ....1 Cr (1) 0 NE1,1, 0 1- SHEET NUMBER: •'3 ' 14. •k . * * cr rl, -1......4. ....s., S2. 1 We, v0 Ogo IA ,017 6i 11.,\• °F-ESStO‘4 ,,,.. . .. NAME: STRUCTURAL DETAILS - SHEET B SCALE: 1" = 1' - 0" DATE: SEPTEMBER 15, 2014 . • � WOOD DOCK ' . // ��dC� F vN / CG,p � -t.J•.:'IL 1:1 ��y� A � :riHIGH m. �,,� ., •-_ ....4 p p p4s.:0. 4 � � 0/ -�-_______ � q Q � \ ci C:.nsetery :- e., POINT 1:,;,:,1 ,::.. I . � p • _ ��e o= J � N. \ -0 ° 4 ENGINEERING J / // / � � / ► s: / / dOC� A. T \ 4)%, ' D 521 CONKLIN STREET / / s �o / \ l\c§.. z NY 11735 q Ist rl f 1 011111 T•e, ryq ---_- ____ / / 0� fit.';°O� / / 3 / i " •• •. „. • '8� / tTE SURVEYING, CODE CONSULTING, FTF d // i - r 1 ZONING ANALYSIS &BID SPECIFICATION I �q<< / FOD dF / f I I 'fir l'� i‘115 / C / ' � � � � www.HPEng.com °"�� ///� ; � / i KEY MAP g. 0 , FTF / N.T.S. - •--- :17--- co48a / 'Zogpl11ow wvG /�� 3o Q00//1 w c,¢ �O°D / 44.24�� / DOCKS4112. ,, �� � 2CHRIS M TARTAGLIA 1 0 / / \43 ` � ::,,,,,/ / 4. l C-) 4p �' �D cQ�' � 1d � I'ViA�(j ��37, Luc6 -- e 'I �BU(Yj/�Tp lFAC J�� J o° 51� \\ woo, / C7I�4 �� �.•�. V H/VCPc� / � ;f-. tn * �/J EXIST. LEACHING PDOL ~ `\ �II e \ •1 ,9s TORCMAIN DF¢, / GENERAL NOTES c ' a- y, 'aw �fy s... s-r• ToCy/NC °COIF \ , L j �4' 1111 / 2 1. APPLICANT: 4�`�� 8 (1. !!�• • ` 4 BREWER YACHT YARD ® GREENPORT ° ,"� / l"/ ^ 1410 MANHASSETT AVE, +' LP \ �� / woo, / GREENPORT, NY 11944�' V �- /``.� �- .• -0 �' EXIST. SEPTIC TANK TO �� REMAINt v 2. THIS PLAN IS REFERENCES: P'a SSIO AL N EER ST / / A SURVEY PREPARED BY: NEW YORK LICEN o 078209 �✓ /4a /,� / / Q1230 TRAVELERS ST. • ST EXIST U/G SANITARY PECONIC SURVEYORS INC. THE EDUCATION LAW OF THE STATE OF NEW YORK / / t SOUTHOLD, NY 11971PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE •�' 1J F:� Z---PIPE TO REMAIN(IYP) / / / / • ' DATED: 6/15/00 \ =,a, � / / / DRAWINGS AND OR THE ACCOMPANYING SPECIFICATIONS, (� `�O� _," IXIST. GREASE TRAP , / UNLESS IT IS UNDER THE DIRECTION OFA LICENSED • TO REMAIN / AN APPROVED SEWAGE DISPOSAL PLAN PREPARED BY: • 90G� ���```�a``` ``_���, / wooer GORDON K. AHLERS, P.E. PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE 9 j Is... ��.� � ' -� �OqT l 2 MANOR LANE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, �O ST �•y ENG l JAMESPORT, NY DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION S�E9 kiiiii\ YFP ( GT 1 �� / k'OpD / •'-,� / DATED: 4/10/73ON THE DRAWING AND/OR IN THE SPECIFICATIONS. 400000. f B��C �Y � / d°C (NYS EDUCATION LAW SECTION 7209-2) �\ �gU�y 8A, / Ks OARCHITECTURAL CONSTRUCTION PLANS PREPARED BY: �� FqpTov4 / 30 / NAUTILUS 11 C� 7' e / / PO BOX 785 o O in �SF � ��� / / / QOLD LYME, CT 16371 n ��� 1 / q� ^\ DATED 10/15/14 ou / \ woo3. THE SCOPE OF THIS DRAWING IS FOR BULKHEAD REPLACEMENT AND e ~ / RESTROOM BUILDINGRESTORATIONONLY. ALL OTHER INFORMATION o '°On C� / DEPICTEDONTHISPLANISPERREFERENCEDOCUMENTSAVAILABLEATv �� �� J�;' 0� TIME OF PLAN PREPARATION AND IS SHOWN FOR INFORMATIONAL ' �� v • / PURPOSES ONLY. np a, / 4. ALL DECKING SHALL BE CONSTRUCTED OF NON-TOXIC MATERIALS.0 ii v 00 ZLLI A.\ / u O • 5. SEWAGE PUMP STATION HIGH-LEVEL ALARM SHALL BE INSPECTED FOR 2 b 04 woo, FUNCTIONALITY. ALARM SHALL BE REPAIRED/RESTORED TO WORKING n EX/Sl. BULKHEAD/ U ' u DOCK TO REMAIN 3 ORDER IF NECESSARY IN ACCORDANCE WITH ALL APPLICABLE Q \ / n REQUIREMENTS. \ \, /0 6. PROPOSED DRYWELL RETENTION SYSTEM FOR RESTROOM BUILDING �' \ \ PROP. REPLACEMENT �F ROOF °'JNOFF SHALL COMPLY WITH NYSDEC AND VILLAGE OF Z co \\ / EXIST. DOCK/ BULKHEAD / GREENPORT STANDARDS. 0 W \\ \\ G�5 • a ! / Q EXIST. STEPS TO DRAINAGE DESIGN \ Lo \ \ \ REMAIN B ,`� EXIST. FLOATING Z �, �, a \ p� \ • TO 4\\ \\ •G4ZZEBQ u• � //// B •� ��, REMAIN �~ RUNOFF COEFFICIENTS: 1.0 O_ \\ �SaG \\ \\ 71b, O \ !°i ,��`���. PROVIDE STORAGE FOR 2" RAINFALL FOR RESTROOM ROOF AREA �1 z m 3 3 3 o Q \ E� I �� �� ROOF AREA = 2,000 SF Z \\ 11_ ��' n •```��� REQUIRED VOLUME = 2,000 SF x 1.0 x 2"/12" = 333.3 CF 0 0 o Iv( \ ./.. ' G�, S�� °I ,• PROVIDED VOLUME = 68.4 CF/FT x 5' = 342 CF > 333.3 CF OK o cc cc cc c a \ \ o� 2 , ��� PROP. TIMBER v`, C( \ ✓ C�, �� nfl //// TOTAL STORAGE EQUIVALENT TO A 2.1" RAINFALL HAS BEEN PROVIDED 0 v \ .� �, u•; PILE (TYP,) \\ ��000�� 0�T 0!;i> It I DOCK TOXBE ,,.ED �``,, \\ "�ePy ; REPLACED ����� / /j c L:c s \ \ \ \ \\ \ ETXIST REMAIN RETAINING WALL \ - •,`� N ,\� o \ EXIST IREMAIN P STATIONT `: �,`O```Qp•' o0,a / K �► / FACE TO ABULKHEAD) 3 ---` / MANHOLE FRAME w/ SOLID COVER N EXIST. RESTROOM BUILDING �' EXIST. BULKHEAD / FACITO E TATE BULKHEAD RECONSTRUCTEDE TO , .:::.::::.::::.::::.:..-::.::::.. .. TO BE REPLACED/ •,$* �~ / � • i �4 / 4" CONC. BLOCK OR PRECAST CONC. 8" CONC. TOP TO SUPPORT H-20 VEHICULAR REPLACEMENT (NO CHANGE RAISED 18 ,w,,`������ COLLAR TO BRING M.H. TO GRADE LOADING, 4000 P.S.I. ® 28 DAYS TO FLOOR AREA) / \\ \\V .:..:,:.. �� ,`�`. ��� PROP. REPLACEMENT OF FINISH PAVEMENT \\ ' ..•..••. :.'�. ��� \��;, EXIST. DOCK/ BULKHEAD 11,1IOWEri1ui\\ `' �� O``��•�p EXIST. FIXED / QPROP. 1O'>� DRELLO �� �� N ? '�CONNECTED TO ROOFDRAINS j DOCK TO BE EXIST. BULKHEAD/ `-- a INTERCONNECTING PIPE \\ I I— \ \\ „ / � � REPLACED DOCK TO REMAIN `, l FILTER FABRIC _I PROP. .,9 LF 6 ID .�/ lli BACKFILL WITH #3 GRAVEL \\\ 9oG�5 CPP ® 1.0% MIN. _., ` ` �� / F STORUCP OTURE G U Li MATERIAL AND WRAP TOP OF \ (TYP.) _ ���O • \�� ,�'�"• ELEVATION _ \COLLAR WITH FILTER FABRIC \\ �G . • 1 EXIST ABOVE +`� •'� v 3° / AI- - FVGPSS ♦ III iC ` TO REMAIN GROUND KS A ~`? 4q 3° • , rTYP. /I 10' 0 O.D. �/\ ��� 21A.. , ` � �il3 (T'P•) — _PERFORATED PRECAST CONC.�� i SITE ADDRESS: \\ `���� d .� t� ��,a i41.i',4 o — RINGS\ . ��� ii°° y 86 �sr avaDwc TD �•�Y' . % oNc isuNo eEy�ND l I 0 ' I BREWER STIRLING HARBOR \ keP RE �� '� � � lb BULKHEAD TO REMAIN ` BOTTOM OF I_ \ — MARINA \ ids O • ' O STRUCTURE \ .t • ELEVATION \\ e • Wu, EXIST. nMBER PILE TO _--- 9 `' / \ i =' ' ' ' ' ' ' ' ' 1410 MANHASSET AVENUE \ o REMAIN(irn) i — 1 1 1 1 I �_I �_ I I i III GREEN PORT, NY 1 1944 \ c• "•�h EXIST DOCK SHED 4 ` / Z • ti TO`REMAIN ` • \ �` 6' MIN. PENETRATION t ',4- \) I INTO VIRGIN STRATA �G.y \ / ? OF SAND & GRAVEL \ GROUNDWATER (--• \ -- --- , HARDWARE SCHEDULE vd� • o FRAME & COVER: CAMPBELL FOUNDRY # 12038 SCTM#1001-003-01 -001 & EXIST. TLMBER V ¢• RETAINING WALL TO , -�► ti~ OR APPROVED EQUALS 1/////. 1000-036-01 -001 REMAIN `� pQ SCALE. ,�_ HPE • EXIST DIESEL DISP. ON 7. • w \' 4v ` �® 1 -30 BREW08-01 CONC. ISLAND BEHIND DATE. DWG BULKHEAD :� / `/, • TO REMAIN �� �� ���'q 7/23/13 BREW08-01-PHII-BSP.5 TO• REMAIN �" `'``' `38 LINE OF EXIST. /117 D RYWE LL W/S 0 LI D COVER mss' / .\';'.r''► BULKHEAD TO REMAIN l TIRE.' 1\ C? 4,/ EXIST. 8 DOCX TO �I• `�° O �� N.T.S. RE " �� / BULKHEAD/DOCK/ 6, CITY oNE Cq� \ 9oG�5 /• �® RESTROOM BLDG. -� o t . ® '/ RECONSTRUCTION o0`�I. Z Gp(SSG • �` _ �®,, z ,�\ m . �� \\ • �z�P _ _ _ \ :ec,/,\ .� SITE PLAN �► Q - `�o `�. STERLING \\ 3 SHEET N0: • BASIN GRAPHIC SCALE \ /7: C,95 30 0 15 30 \ Z<—THEN p\q .. • ���Q(IN FEET) 1 inch = 30 feet _ W • \\\) -2' REV. 5 OF 2 DOCK WIDTH VARIES HIGH.: EQ (SEE PLAN) 4' WIDE GRAVEL AREA „7. , il. POINT OINT. � ..- PROP. PROP. WOODEN CCA -/. .:,(:' ,.'1";/'''''<"%. 47 40 DOCK PLANKING 3"x12" CCA \\, \�., . •��.'��`,\'/ ENGINEERINGCAP • IV\ `\ 1`� l\ \� 1 \ 1 s'.1 -‘'\ -\1< \ \l \ _ \-_,\\l \ 7`,n..�v~ .- .�1,y 4;k. )-',«. r" ':.', ),:f-�........;.7:,: f. � `'A,,. \'\\.. '/ — / /e i ,.. ELEV.—+6.0 �.\\�' ' a \'/ � \� {\`°` 521 CONKLIN STREET %�i�//f\/ �•�/e O. \�''is \// /l/\/�, \ � /1�.; /�/,r ;•�`• •, '' '/�\• /'°�; ,,,,„,/- i FARMINGDALE,NY 11735 ', 6x8 CCA '' ' ' ;�;,\ \ \; ; �`:,N \ 6x8 CCA WHALER '' i ' '''/ � : '//,:--(\//,,,,/,,.//°,/,/Z7 (516) 777-4320 FAX (516) 777-4321 WHALER % \',-\,/./.>/\\ \ .,\\\ EXCAVATE AND /� • ALL PHASES OF ENGINEERING DESIGN, \��,�,; RE—USE AS FILL � � �\, Ni- SURVEYING, CODE CONSULTING, i , i \ ZONING ANALYSIS & BID SPECIFICATION MEAN HIGH WATER 1" DIA. x 16" 4 4 www.HPEng.com \ ELEV.=+2.5' TIE ROD „ " L .=' 10" DIA. x 25' s xs CCA 10" DIA. x 25' CCA PILE HORIZONTAL DEADMAN CHRIS M TARTAGLIA CCA PILE MEAN LOW WATER ELEV.=0.0' _ 6" DIA. x 8' 2' MAX. OVERHANG/ BACKING PILE -M,•.y 6x8 CCA * Ori c°' Y WHALER ./.C,. ‹,,,9. �-0;fir ®), , �'��'���:t�u��'I � LlJ rl cif (� �.3 �; --;fir a. 0 C VINYL r2+ �:(75. 18' 90 0 L P �FatS� -�` SHEATHING P': SSI • ENGINEER NEW YORK LICENSE No. 078209 EXISTING BOT ELEV.=-6.0' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, �/ ..._.,<:::› UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, ---- (:). 67 -N- DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) ELEV.— 19.0' BUILDING FINISHED FLOOR ,� FLOOR JOISTS/ X X IX, )\ K \I �� z SECTII m til FRAMING \\ \ hFp c o NTS \/\ ;\ \ �9pF , z c, %` //`X/`'/`%//`//\\/)\\//\\//\\// • .6' a- /\X\/\/\X\/\/\/\,\\/\ :\ Z A 2 . .a . °' W U Cu o Z ti tW ° 6- W W 0 V cD , .a,. ° r U Q m 2 0 0 L EXIST • • RETAINING 2' MIN. (BLDG. • pa°` •, Z oD D o/f: TO BULKHEAD) • e a WWi% WQ. DOCK WIDTH VARIES \\; .,„ ° . , ct o o (SEE PLAN) :\°\ • °:. Z J' 12" CCA PROP. WOODEN CCA '° f\� PROP. WOODEN( CCA //\///\\,." CAP DOCK PLANKING .2<-' , DOCK PLANKING' bQ : ; \ \//\/\/ //\/\/ ��, N "� aD ` /j ./\\\/\�`,''\\/\\/\\/\/X\/\/\ ELEV.=+6.0' , \‘,_\\,\\-A \ 17.),I.:),, ,---1, i _ \ �` \\„\\,_.\\\...\\`-. \ l` .�� /// / \/ / / /� / //\//�//, \ Z l\\\\�l �`l I\ \��� �.\�.\���`/\�, \�\ \\� ° ° • �� \/ \, \\/\/\\ �/\/\ a b. " > ., ,. ..5 ,,.,)A..;M ..:"'1"'r l it:1.„.,,,i -,,,,...,.c,S / / a; 6'x8" CCA \ A<,'-\\/". \ ;�` :.\\\ \\,;\•�.,,; ,\� ., `% ,� - ELEV.—+6.0' (//:/// \//\// �/1 . /l�/i /,� // /,� / //�/i�/% p ° WHALER \\!� � 'r .r ,' ,.> - , ,; .. /' 6x8 CCA I i� \/\ \ • °�``\\/\\\\\`/`\�;jf\°‘°,\�\�`\; �i \\`�fj�'.;%\ -;\\� WHALER 6x8 CCA _ ////\ �. b �, , D. �f� o d D Sf ' ` " WHALER \ '\\'/ a: r . ° . . . ......4: A. (\\•/<\<< \/./\/\/4" ',\\•/<\s,,,/, '„V\. \'"'^�\iia\/\lfi\. '''<- \\\', • Cb • ./,' D.D. •D .:',,/:: f EXCAVATE AND • ° ,' ° • D . eb .° CONCRETE FOUNDATION RE—USE AS FILL a D " . . C MEAN HIGH WATER 1" DIA. x 16" MEAN HIGH WATER ELEV.=+2.5' TIE RODELEV.=+2.5' 10" DIA. x 25' 6'x6" CCA 10" DIA. x 25' — 1" DIA. x 16" CCA PILE HORIZONTAL CCA PILE TIE ROD DEADMAN 18' 9000C VINYL MEAN LOW WATER MEAN LOW WATER SHEATHING ELEV.=0.0' X 6" DIA. x 8' ELLEV.=O.o' SITE ADDRESS: 0 BACKING PILE 6"x8" CCA 6'x8" CCA �� BREWER STIRLING HARBOR WHALER WHALER MARINA 6'x6" CCA 1410 MANHASSET AVENUE HORIZONTAL GREENPORT, NY 11944 DEADMAN 10" DIA. x 25' — 18' 9000C VINYL CCA PILE 6" DIA. x 8' SHEATHING BACKING PILE SCTM#1001-003-01-001 & 1000-036-01-001 EXISTING MUDLINE EXISTING MUDLINE SCALE AS SHOWN HPE t BREW08-01 ELEV.=-6.0' ELEV.=-6.0' DATE 7/23/13 DWG n BREW08-01—PHII—BSP.5 .._.."(=> — _�XD. __0 --N-- nu:- V-61 ^c h , --�- PHASE II 4. 1 �oI.1 BULKHEAD/DOCK RECONSTRUCTION ELEV.=-19.0' V ELEV.=-19.0' DETAILS SHEET NO: SJL 1 C 1--1 • N 01: ,B, NTS SECTI • N C - C 0 ,,, .2 NTS REV. 5 OF 2 k�OpD DOCK I '• • , c� . / I°� c�r\ 9 .t t . 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ALL PHASES OF ENGINEERING DESIGN, ti� ti / 1TE �, ; 0- SURVEYING, CODE CONSULTING, RFTF qd ' E' i P ZONING ANALYSIS &BID SPECIFICATION kq / �001I / '7t ! j S / / www.HPEng.com coN ��I� i i -- KEY/ KEY MAP amminimmimma 3�4 co ��FrF 0 ' j N.T.S. ----- Oaw \ w / / INO / Q 3 4 " AFIItI / �Ok / O00 0 �� i % .p°`k'' w\��,�\ z CHRIS M TARTAGLIA • 4 J�� • i � 1� `�� Q�1 / � / 300/ , / N 14, �� ���D �� %f / (--(6i.s,,,,cz-.<,, c,,,. :7":1,A.1, �.0c, ' 105' `� �� �°' `� O : � .��•-------- �% �BU�y�T � � ,gyp p� � �,v O�ACy/NO p �``�vO • / _ J 0J Q _ _ 1 I ., e4' D• W EXIST. LEACHING POOL Y I ` �BU�y 105' LP \ \ TO REMAIN OW: OF 4) \\ J��O / GENERAL R A L ` O T E S , try 1,),,,,,..T_'4 I? — ....j. FAD / ria _ ;5 C'J • TO FACy1NC P001� \ l �' j �<" / 1. APPLICANT: �7 �� • 1� k BREWER YACHT YARD 0 GREENPORT ti / �` 1410 MANHASSETT AVE, �r� ��� �' —/ / , /``.� ,�-. ��'�1\P / EXIST. SEPTIC TANK TO GREENPORT, NY 11944 ,� .� REMAIN I \\ v 2. THIS PLAN IS REFERENCES: PRO as 10 EN INFER � ST / A SURVEY PREPARED BY: N YORK LICE S o. 078209 • • ? !O ! :SPOSAL • / USANITA /•TO EMAIN )• kill\I 1�� �`� �� `aaa` TAP l / lPLAN PREPARED BY:aG� ��` =aaaa` w PROFESSIONAL ENGINEER. :glad ALTERATIONS ARE • 9 9 ��`. ��`�. _\as FSO / MANOR LANEMADE, THE PROFESSIONALENGINEER MUSTSIGNANDSEAL,�o 1 ��O ��` gTI1'G l j JAMESPORT, NYDATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION F�E9 (::::::::=2:) STYF,P 44 . \GT % 1 1.-000.0l / DATED: 4/10/73ON THE DRAWING AND/OR IN THE SPECIFICATIONS. / D • (NYS EDUCATION LAW SECTION 7209-2) �C T ° / °SYS 4 tiARCHITECTURAL CONSTRUCTION PLANS PREPARED BY: �� �BU�SFgpB¢ / 00 / NAUTILUS /0ie) 4 / 3 PO BOX 785 Fn c�'13F � 3� ��Oe l / �� / Q OLD LYME, CT 16371 o O n / / v DATED 10/15/14 n ti0 / --^ o 3. THE SCOPE OF THIS DRAWING IS FOR BULKHEAD REPLACEMENT AND o RESTROOM BUILDING RESTORATION ONLY. ALL OTHER INFORMATION o A n �0 ' DEPICTED ON THIS PLAN IS PER REFERENCE DOCUMENTS AVAILABLE AT ��� n J�' �2� TIME OF PLAN PREPARATION AND IS SHOWN FOR INFORMATIONAL n i / lPURPOSES ONLY. o a0 q. / OOq tu • 4. ALL DECKING SHALL BE CONSTRUCTED OF NON-TOXIC MATERIALS. Z / 1N v0= / 3 / 5. SEWAGE PUMP STATION HIGH-LEVEL ALARM SHALL BE INSPECTED FORco iq EXIST. BULKHEAD/ pw°0, FUNCTIONALITY. ALARM SHALL BE REPAIRED/RESTORED TO WORKING C~) n DOCK TO REM 30 ORDER IF NECESSARY IN ACCORDANCE WITH ALL APPLICABLE \\ ' / n REQUIREMENTS. Z \\ / 1N \\ / 6. PROPOSED DRYWELL RETENTION SYSTEM FOR RESTROOM BUILDING (n \ \ PROP. REPLACEMENT �F ROOF RUNOFF SHALL COMPLY WITH NYSDEC AND VILLAGE OF Z c~ \\ / EXIST. DOCK/ BULKHEAD / GREENPORT STANDARDS. O W ' ♦ \ n i o �o��s EXIST STEPS TO °„ w DRAINAGE DESIGN : I , \ \ \ / REMAIN B p `� EXIST. FLOATING ° Z �' �, W z \ 09 5 \ B ,` DOCKS TO k� ` w RUNOFF COEFFICIENTS:•GS4ZZEBQ iN / !*.s.s REMAIN �•• ROOF = 1.0 O ij \\ V \ \\ ?' ii .���``, PROVIDE STORAGE FOR 2" RAINFALL FOR RESTROOM ROOF AREA CO c.' o� m 8W \ s0 \ Off, n .! �� 2 2 2 0 \ F��P \ GI 1I \``�` ROOF AREA = 2,000 SF 0 0 0 z \\ �p % n .••� Q s I• REQUIRED VOLUME = 2,000 SF x 1.0 x 2712" = 333.3 CF O ~ ~ ~ \ \\\ .— '61 G��.�so& "r, �♦♦♦t .P ♦♦♦♦♦♦♦♦4• PROP. TIMBER I PROVIDED VOLUME = 68.4 CF/FT x 5' = 342 CF > 333.3 CF OK 0 o \ •� G� l♦j e�i PILE TYP. As TOTAL STORAGE EQUIVALENT TO A 2.1" RAINFALL HAS BEEN PROVIDED O o \ 1Ao ;a% EXIST. FIXED .�•Sk — Z \\ OD' 5 �� n r DOCK TO BE ‘VO — • ? h \ \ \ \ s REPLACED •���� v / 0 0 • \\ \ EXIST INING WALL �. � ••• `����,` 40 0 0 \ N `� o\ cs litailliall EXIST. PUMP STATION • ` " I� ♦O♦♦�` l TO REMAIN • % • ♦♦�♦♦♦ 2' (SETBACK BLDG. 3°°4 / N :--) �, \ ihill �, FACE TO BULKHEAD) MANHOLE FRAME w/ SOLID COVER EXIST. RESTROOM BUILDING %/ EXIST. BULKHEAD ���`�\ — / TO BE RECONSTRUCTED TO ��� TO BE REPLACED :`.`�� / FACILITATE BULKHEAD % / ``�� 4 4" CONC. BLOCK OR PRECAST CONC. 8" CONC. TOP TO SUPPORT H-20 VEHICULAR REPLACEMENT (NO CHANGE • �/� RAISED 18" ```,;�� / COLLAR TO BRING M.H. TO GRADE LOADING, 4000 P.S.I. 0 28 DAYS TO FLOOR AREA) \\ \\*i � �i `�`�i • � EXST. DOCK/EBUKHAD / FINISH PAVEMENT \ ' •.`` ILIWWmI IIIVIII\\ PROP. 10's� DRELLQ ���� • �♦♦♦♦♦��•,,`•EXIST. FIXED / �, z\ -V • \ CONNECTED TO ROOFDRAINS % '� - c� INTERCONNECTING PIPE \\ \\ „ •��`y DOPLACED BE DOCK TOURED/ `` / FILTER FABRIC — .. 1 5 PROP. 59 LF 6 // TOP OF —_-- BACKFILL WITH #3 GRAVEL \\\ 90c� • • . CPP 0 1,0% MIN. ` ������ \\ N ./ E C C u \ STRUCTURE ' MATERIAL AND WRAP TOP OF \\ X009 • 1 \ . ` �� �` / ELEVATION U u L1 G LJ • o COLLAR WITH FILTER FABRIC di.Nlik \ �1� y 1 ` k EXIST. ABODE \ ;, v / - - F�O • `` `` TO REMAINGROUND A �� q0 4 3° , •,;1 l �IYP./I 0 G 10' 6 O.D. �/ I \ w `� ` l� 1/414,A, �JI 3e (TYP.)/I u u 6 , _PERFORATE OHC. • w,`w, :;.I.,2 �S' / 0 0 u SITE ADDRESS: \\ �0�• -eb ?jam : EXIST GAS DISP. ON I n - RINGS \ �� . �° ymss aDaDmc TO VIP , . ° ' !�� a CONC. ISLAND BEHIND • JJ BREWER STIRLING HARBOR \ �eP �� �.�''a <i �� BULKHEAD TO REMAIN ` cv / BOTTOM OF 1 \ MARINA \\ • i• O •• `\ ?v STRUCTURE .;, O ELEVATION \ EXIST. TIMBER PILE TO '��� ` / \\7\----r „-1 I 1 I I I I I 1 I I I I I I— 1410 MANHASSET AVENUE \\ o• REMAIN(IYP) GREENPORT, NY 1 1944 \ . EXIST. DOCK SHED :::1/C. / io ti TO`REMAIN6' MIN. PENETRATION ' I • . `. INTO VIRGIN STRATA `r� • � / 2 OF SAND & GRAVEL \ GROUNDWATER • • ,y9 • g 2 `\ ,_` HARDWARE SCHEDULE o `moi FRAME & COVER: CAMPBELL FOUNDRY # 12038 SCTM#1001 -003-01-001 & • EXIST. nMBER '`�, ° //// 1000-036-01-001 RETAINING WALL `�, a� /. OR APPROVED EQUALS• �j • REMAIN �1 SCALE. 1"=30' HPE ! BREW08-01 . EXIST. DIESEL DISP. ON !' 4 ` ?/ _1111 0#i, CONC. ISLAND BEHIND • BULKHEAD0 REMAIN � / iii DATE. 7/23/13 DWG R W08-O1-PHII-BSP.S EXIST. GRAI�ELAR.• if O' LINE OF EXIST DRYWELL W/SOLID COVER TO REMAIN o •v •3 / TITLE: L,/ EXIST. 8'DOCK TO •• BULKHEAD TO REMAIN ® N.T.S. • N\ \ .\ / \ REMAIN �: ' 1� / �' BULKHEAD/DOCK/ CITY ONE c44 \ ,pc .� / � �\ ®� RESTROOM BLDG. 0 21 \1 . c, x,009 o _ I_ . _ . _ . ____, . / qtk RECONSTRUCTION „.,„ OO\ z • op�1�G • �� q I Q:,,i),L.., ., , 0 SITE PLAN - � ,,e \ • o - STERLING N SHEET NO: BASIN GRAPHIC SCALE \ / C,9 30 0 15 30 —THEN p\gv .�_ .... / -( Vi) 0 n .z. , I'�., �� (IN FEET) / 1 inch = 30 feet REV. 5 OF 2 • i\`` 51 EHIGH QDOCK WIDTH VARIES (SEE PLAN) 4' WIDE GRAVEL AREA POINT -ma, oPROP. WOODEN CCA /''/ .l / ,, ENGINEERING DOCK PLANKING 3x12" CCA f\j; /'\� j /\CAP ELEV.=+6.0' --, °.:•, \\>.\;,\;\\\'' ,>'>,. ..;,\,,,>\1\/\,N•>,° � �\! LIN STREET r, ; /\,`/i, �., ,, . 521 CONK LIN / /� i FARMINGDALE,NY 11735 6'x8" CCA \. ', ,./ ' :;,,,/,>•• ,::•'`, \•>,� � � \�\ >,>>,.,/ ,. f .ij,�` (516) 777-4320 FAX (516) 777-4321 WHALER WHALER "<",/\`'''',// /C\\/ ` / // f ,`\ ,\., ." ';,�/ i\� EXCAVATE AND / � �% F° \�=�-- RE-USE AS FILL ALL PHASES OF ENGINEERING DESIGN, r• ; \ SURVEYING, CODE CONSULTING, ; N . ' k'DDD DD I iO • / .04 PFTc 9 I CK . 'J // Gp�\ 2S • •• / �oo� �G�ti� l *" .: �,, : r.. HIGH /4.70.,.,..., EQ // FIx �3 9d \gyp / � m POINT J _ oI1p, // 4-004 k� ipQ // °�fJ v i :'3reter / ENGINEERING \ \ __..... .1.1. . :!. Vizz......-__-_ E , , iril rot* alliallilaimumam i / , ,7 , /I -\\, ,. // s i // ,�\r Bf 521 CONKLIN STREET 2 FARMINGDALE,NY 11735 1/1 '04 / 0 ti / / 04 co // Eastern'lra� • Agnes e A:' 1 'IL.1=11 o ^_ // / 3° o , / �Iy'° � il " I.�1t ��'' (516) 777-4320 FAX: (516) 777-4321 _y_ ___ ---- °O� / // 3 } < \' F• `= ALL PHASES OF ENGINEERING DESIGN, g� ke, ` z ,E;,t,rr ' SURVEYING ir, cOtic ��'sF / ;_. .. , CODE CONSULTING, FTF / l / £' 61 h / 44z / °D DF l f w w° 1 til ' ZONING ANALYSIS &BID SPECIFICATION cks / / www.HPEng.com q4, / �Q/ / /1 / z KEY MAP 30 J TFC ` ` F / / N.T.S. '----------•____ w � ��8 a ZDgri / / 0 1... / ,' *001i 7( P � `� �\ a� / °OD w WOO. CHRIS M TARTAGLIA __---- h l oejory /OS' �•(� 0 �A Oc� 1� '� woo, / "e.„' t - • / / -- -- (u FAD TO Jv \ p'43' !i ty ;11.� 4,. V l NG p� (� �` • } let �-; `;';:.� er3;' v� i 0 EXIST. LEACHING POOL `� v 9.� p e Is :' :A:I 0 r) i i �BU(Ky 105' 1I S/T1 1. APPLICANT: ;e� T £ ; • J • 1 / BREWER YACHT YARD 0 GREENPORT , I.r -.. i. x • / w 1410 MANHASSETT AVE, " LP / GREENPORT, NY 11944 //, i / k\ /"..._ s-I O�� EXIST. SEP17C TANK TO t REMAIN 2. THIS PLAN IS REFERENCES: 'ROFESSI• AL Elf INEER ` ST / A SURVEY PREPARED BY: NEW YORK ICENSE o. 078209 �\ / / / Q j 1230 TRAVELERS ST.ECONIC SURVEYORS INC. SOUTHOLD, NY 11971 THE EDUCATION LAW OF THE STATE OF NEW YORK ✓ 1 ST - EXIST. U/G SANITARY / • DATED: 6/15/00 PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE • �F�`17:*:::::::•_.s,...,4::).1...G....::::.....4.:::$c_ Z--- PIPf TO REMALN(T1PJ // / l • / DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, /•/ / / AN APPROVED SEWAGE DISPOSAL PLAN PREPARED BY: UNLESS IT IS UNDER THE DIRECTION OF A LICENSED O !�� O _ EXIST. GREASE IKAP /• 70 REMAIN /eis, PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE °G� ` w° GORDON K. AHLERS, P.E.4001 MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, S191 e� � `<Oqr °• Q l MANOR LANE DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION f�E9 .0 \ c+oa / GT 1 �� / ENGk'Opd / ORT, NY DATED/ :4/10/73 /ON THE DRAWING AND OR IN THE SPECIFICATIONS. ARCHITEC 1ti r` / ::::// (NYS EDUCATION LAW SECTION 7209-2) • n ` �� (BU�rh 8,r / O / �' NAUTILUSTURAL CONSTRUCTION PLANS PREPARED BY: p �� TO Cp v e / 3° • PO BOX 785(4.0: y �^ F 3e00 / / QOLD LYME, CT 16371 .‘,6 �'� av / DATED 10/15/14 ooF e �J II/2047.16. / ^\\\ w°O• 3. THE SCOPE OF THIS DRAWING IS FOR BULKHEAD REPLACEMENT AND O RESTROOM BUILDING RESTORATION ONLY. ALL OTHER INFORMATION o '° a `�O / \, DEPICTED ON THIS PLAN IS PER REFERENCE DOCUMENTS AVAILABLE AT Gly v� v O� TIME OF PLAN PREPARATION AND IS SHOWN FOR INFORMATIONAL V vd I� v / / 1 PURPOSES ONLY. 11 ti0 /• 4. ALL DECKING SHALL BE CONSTRUCTED OF NON-TOXIC MATERIALS. Z W n �\ \ 0 1p p= 3°°� 5. SEWAGE PUMP STATION HIGH-LEVEL ALARM SHALL BE INSPECTED FOR 0 y \ / to p EX/ST. BULKHEAD/ p 'O FUNCTIONALITY. ALARM SHALL BE REPAIRED/RESTORED TO WORKING U \\ ' / a1 DOCK TO REMAIN -3 ORDER IF NECESSARY IN ACCORDANCE WITH ALL APPLICABLE Q ,/ • REQUIREMENTS. CC .\ \\\ /• I� V \\ / 6. PROPOSED DRYWELL RETENTION SYSTEM FOR RESTROOM BUILDING \\ \ PROP. REPLACEMENT •F j • ROOF RUNOFF SHALL COMPLY WITH NYSDEC AND VILLAGE OF (-1-) \ EXIST. DOCK/ BULKHEAD / GREENPORT STANDARDS. O k / o W \ °GAS \ EXIST STEPS TO t' �° •/ r DRAINAGE D • ESIGN \ \ \ / REMAIN n e ••. EXIST. FLOATING Z z \\ °p9 \\ GAZZEBp n Q���� B ,;`% N, DOCKS TO ti� -, RUNOFF COEFFICIENTS: O W W v \ \ • n �.�:�� REMAIN (� ROOF = 1.0 O o 0 0 0_ \ \ \ n ��OO`�� PROVIDE STORAGE FOR 2" RAINFALL FOR RESTROOM ROOF AREA co c, m c., \ 0(' \ \ ?'OA. / n ����r, I Z Z 2 �O Q \\ F�,OP \ ` Dj �� ` �` ROOF AREA = 2,000 SF Q 0 0 o - \\ �l Off, 11 p •.` REQUIRED VOLUME = 2,000 SF x 1.0 x 2712" = 333.3 CF 0 \\ / r'�'O��'O�� p ```���p�`' I PROVIDED VOLUME = 68.4 CF/FT x 5' = 342 CF > 333.3 CF OK L � E5 E2 L o \ ✓ -'04, nc> PROP. TOTAL STORAGE EQUIVALENT TO A 2.1" RAINFALL HAS BEEN PROVIDED 0 o \\ \l. �'� G•1. , > q� PILE (TYP.) ,,` �,`` //// Z \\\ �� �AO�? °� EXIST. FIXED �,` �� ``` 410°'y n • DOCK TO BE :0 rn \\ yteP REPLACED �` *AN . "� �t a v Q `\ o o rn ', / o . . o \ \ EXIST. RETAINING WALL f• .• , •,sk 0 c� ,n \ TO REMAIN �� ••0���' \ EXIST. PUMP STA710N `• \ ����°� q l TO REMAIN � G 2' (SETBACK BLDG. -o \` / �, �, EXIST. RESTROOM BUILDING �� FACE TO BULKHEAD) MANHOLE FRAME w/ SOLID COVER EXIST. BULKHEAD o `� �— TO BE RECONSTRUCTED TO % ,.,, OH ° ' FACILITATE BULKHEAD TO BE REPLACED/ •tt i ,�``��� 4 / 4" CONC. BLOCK OR PRECAST CONC. 8" CONC. TOP TO SUPPORT H-20 VEHICULAR REPLACEMENT (NO CHANGE , `�`,A COLLAR TO BRING M.H. TO GRADE LOADING, 4000 P.S.I. ® 28 DAYS •\ \\V TO FLOOR AREA) ji�� PROP. REPLACEMENT OF /• ��� � aim >Vni iu� r� ori\\ ` ::.: �� �``�;:, EXIST. DOCK/ BULKtaEAD FwISH PAVEMENT *\ \ PROP. 10 !� DRJELLO ::, • ' i '_ — N NINTERCONNECTING PIPE 1 CONNECTED TO ROOFDRAINS EXIST. BULKHEAD/ / FILTER FABRIC _\ \ .y+ ::.;:.::.;:.::.::. • PLACED DOCK TO REMAIN - — _ i — \ • \ PROP. 59 LF 6"0 ��A I o0 I ' \\ G�5 CPP ® 1.0% MIN. -41(4.,....:. �`� \�� / STRUCTURE I I —I MATERIAL AND WRAP BACKFILL WITH #3 STOP LOF \ �° • 1 �� 000000 \\ °°9 (TYP.) /. y �`�� C► / ELEVATION/ - u G L G o COLLAR WITH FILTER FABRIC 0 u J 0 u N \\ V • • - t `'hii,�` X EXIST. ABOVE V 3Q� / — ` GROUND TANKS ; q o ��oP�t� ` A\% ° —,,,` 3 71� "TYP. / G H 10' o.D. ,/ I w p� TO REMAIN v Q / -� 4" //L1 L 0 11 z' �J �°' 3 (TYP.) I RINGS PERFORATED PRECAST CONC. \ / \ " \� � 4.-1 ±«. J" i n G H SITE ADDRESS; \ �0�� ♦ 044'4 �> EXIST GAs D�sP oN l i p E I - BREWER STIRLING HARBOR • \ ��``. �'° `' e &FIST. BUILDING TO ,'/ 'ep .* CONC. ISLAND BEHIND �` <u — \ �� (.j BULKHEAD TO REMAIN <v / BOTTOM OF \ \ MARINA \ r ••,, ? STRUCTURE \\ «�r. • �`�.L� ��% � ��`_ °2�' ELEVATION _ r i—i i i—i i i—i i i I I i i i i w V• EXIST TIMBER PILE TO — `' / I 1410MA NYE; AVENUE _41 1944 \\ �o REMAIN(TYP.) I I—� — I I I— i t—I 1I- \ oo • EXIST. DOCK SHED _ / / o z GREENPORT, ti TO•REMA/N ` 6' MIN. PENETRATION INTO VIRGIN STRATA �G• / / OF SAND & GRAVEL V GROUNDWATER �tio. • e 2 �' -` HARDWARE SCHEDULE 90 • — FRAME & COVER: CAMPBELL FOUNDRY # 12038 SCTM#1001-003-01-001 & • EXIST. UMBER �C� ,/ OR APPROVED EQUALS 1000-036-01-001 • RETAINING WALL TO : Q� / REMAIN \ p �` l'nSCALE. �, HPE • EXIST DIESEL DIS:. ON S' < 1 =30 #' BREW08-01 • CONC. ISLAND BEHIND . BULKHEADW ```` / //�p , DATE 7/23/13 DWG 11.• EXIST GRAVEL AR. /1;:* O LINE OF EXIST VDRYWELL W SOLID COVER nrLEBREW08-01-PHII-BSP.S • TO REMAIN • BULKHEAD TO REMAIN / Pk N.T.S. INC? • 1 ti EXIST. 8'DOCK TO ° , �• \ REMAIN +: ( ) ` l. , , BULKHEAD/DOCK/ CITY NE cq \\ 9c)." •' � / �� �® RESTROOM BLDG. • 51 �° __ / qk �' RECONSTRUCTION goo\ 1 z .c W �rsr —I . 0" „(.) \ ' ��4., / Q:4;,, SITE PLAN LAI m • \ _ _ �o STERLING \ SHEET NO: O 11 gp BASIN GRAPHIC SCALE \ •/ v Cco 30 0 15 30 \ D �Z . i Z—THEN p�� / Q g� (IN FEET— /, 1 inch = 30 feet fl ” W \ REV. 5 OF 2 HIGHiiQ t DOCK WIDTH VARIES (SEE PLAN) , 4' WIDE GRAVEL AREA m ; PROP. WOODEN CCA / '/%�% ,;/ POINT I DOCK PLANKING 3'x12" CCA �,i\/\;;\\* ' CAP '-<\, <.\\" :A//'\�� .�20 _ _ _ .� , \\r ENGINEERING ELEV._+6.0' \� \�.;; \'\\ Y.'\>/:/\\///`. °�\�\ ,„:S.:: „:.. ...‹.,"/\ 521 CONKLIN STREET Zi 6"x8" CCA 1 /< <./<::\\//'\''\+:' `` ` /\, ``' `\" FARMINGDALE,NY 11735 6 x8 CCA WHALER / '/" " 'I',./<,.//// '''/;.`�' (516)777-4320 FAX (516)777-4321 WHALER °; \ // ./\/;\.> EXCAVATE AND ,...c:/„.... \,..,:,,,/, /,../\;;f ; \ ALL PHASES OF ENGINEERING DESIGN RE-USE AS FILL � � , ,�\ ,.. SURVEYING, CODE CONSULTING, f;/ ZONING ANALYSIS &BID SPECIFICATION MEAN HIGH WATER 1" DIA. x 16" 1` www.HPEng.com ELEV.=+2.5' TIE ROD „ „ l " 10" DIA. x 25' 6x6 CCA � '"~\ � 10" DIA. x 25' CCA PILE HORIZONTAL CCA PILE DEADMAN MEAN LOW WATER / CHRIS M TARTAGLIA ELEV.=0.0' 6" DIA. x 8' 2' MAX. OVERHANG 0 BACKING PILE If " Z. E 6x8 CCA -- ) WHALER * >; i�,}r "` ', � a"�.``v -.:z5.:-.7 �+ ted' (ri:- F2 PA''' :;: :'( 4i.., ; : 4V",.).:9-.':-;'"'-,,:,-,$)=-74, : (l:«1l�'-r. L `':' 1.: 9 w "`-''r� _tet ''--74, 4/-p` 7,,•51'\,::7 • Y 18' 9000C VINYL SHEATHING4,. 410 PROFESSI4 AL ENGINEER NEW YORK LICENSE No. 078209 EXISTING BOTTOM ELEV.=-6.0' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE , - DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, ��O UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE - Ci' MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, Il DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) ELEV.=-19.0' BUILDING FINISHED FLOOR FLOOR JOISTS/ A A 11 A I z S F C T I �I� N C\, - A FRAMING /'%N/S,42) NTS \/\ \/\ 'Qq0 ft z :/\///\\./\//\\2,7////\\//\\//\//\\// D .D" A `\\! \ /\/ /• \\/\/\/\!, \\/\ \ Z Z AD O W CL A 2 Q D v a OV r CC) o o m () t. 3 2 MIN. (BLDG. A °, o 0 o z EXIST RETAINING �' z a z o WALL // TO BULKHEAD) D a W W W ,- ,-- ‘;/./ DOCK WIDTH VARIES \\ \ \ (SEE PLAN) \\;, -. .- A 3"x12" CCA PROP. WOODEN CCA \//\� PROP. WOODEN CCA °. / /\�\\/\ DOCK PLANKING DOCK PLANKING ,/ / /\ / / / / / /A A o N CAP \�, D e \ \ \ \ \. \ \ \ l ` l �ry / A .\�,/ ;\\j\��r/\�//\// //\/\\//\\/\ " ! D \ \�\ \ .\ 1� , \ _-� \\ ' \ ` , y , \, `\/ D D \/\/\/\/r'\\/\\/\/\/\/ A ELEV.=+6.0' \ ZZLZ«L�<L�Lt��1�L� �t ����\�\�� \\ \ \ ` �� � ' A ;..r'\ _.;-''Z'\i.. ..'',,''-:,".1.';-;,"--,47. -3.-'-', \\ f /2 ./<//// 7-k/:///' .D , \//.\ / // // /\</// /,/ // //\//`' A D t' ¢D A if 11 1 �',..-t£, fie 6x8 CCA ;�•.�./\\•f.�.• \\;,\\/", \:,/ » » ELEV.=+6.0 \ \ \ \ WHALER \\>< .„/\.\/..<\,;,'\,,,,, ,/4\.(` 4<„:,/, ',/,\//,\(,,,,,\/,./, ' ff f, /� \ \ A� \\/ \/ , / 6x8 CCA I� \ \ p \ ,,\ \\\ .A, .\\„\\;,(..\\ .N. \:,‘ \,\ 6x8 CCA / /,�/, D . . D. �// p A />//'''rF`\, , . e /\:/, .� \,/ WHALER — • `\ \/e %\:'\\/ ;/ \/i: ,' a;'i WHALER j \ \ \ A: / > A CONCRETE :\\/ • EXCAVATE AND D ` D° A FOUNDATION \ RE-USE AS FILL A A MEAN HIGH WATER 0111%, D 1" DIA. x 16" MEAN H IGH WATER ELEV.=+2.5' TIE ROD ELEV.=+2.5' 10" DIA. x 25' 6'x6" CCA 10" DIA. x 25' 1" DIA. x 16" CCA PILE HORIZONTAL CCA PILE TIE ROD DEADMAN 18' 9000C VINYL MEAN LOW WATER MEAN LOW WATER SHEATHING ELEV.=0.0' X _ 6" DIA. x 8' ELEV.=0.0 X SITE ADDRESS: / BACKING PILE 6"x8" CCA 6"x8" CCA q � BREWER STIRLING HARBOR WHALER WHALER MARINA 6'x6" CCA 1410 MANHASSET AVENUE HORIZONTAL GREENPORT, NY 11944 DEADMAN 10" DIA. x 25' - CCA PILE 18' 9000C VINYL 6" DIA. x 8' BACKING PILE SCTM 1001-003-01-001 SHEATHING # Sc 1000-036-01-001 EXISTING MUDLINE EXISTING MUDLINE SCALE: AS SHOWN HPE# BREWO8-01 ELEV.=-6.0' ELEV.=-6.0' DATE: 7/23/13 DWG #• BREW08-01-PHII-BSP.5 �iO ----1\i— �iO ,..-iO ---N — TITLE: -�- PHASE II V Io 11 I) BULKHEAD/DOCK RECONSTRUCTION ELEV.--19.0' ELEV.=-19.0' DETAILS SHEET NO: SEC ?IIN -3 it NTS SC C ��� NTS REV. 5 OF 2 SIIIMMIIMMMNISIIIIIIIIIIIIMIIIMISIIIIIIIMMMIIIINIIIIIIOINIIIMMNIMIIIMMIIIIIIIIIUIUIIIINNIIIIIIINIIIMIINMNMMNIIMMMMSIMNIIIIMINIMMIMIIW —„ '- -. -..-- --*°------."1"") . .. - . . ..-- — . _ _ , __ 1 -1\;---i I r-1 . 1 II • •' 0 . ,... 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'' VIIIIIIMIIMMINPIMMINNEMW 1111/MAININISINIMONIMMIDOMMEI • a■•■••.1..". 41111•11MMINNIMEMMINIMMONIFI ....................... ...: I . ._ ____. .... , 41111••••••••••••••••• .OMMOIMIPMNi..ilP....P11r... ... , ..- . 1 r _ ...........„ , ,,,,,,....._ ___0•4_00.8==..74 , . f "L -t, .. t I H1 , r---1 r---1 -o 0 3 n , ristaillimssamm. lemilmolusg 6111112111r1 An , . , 1 1 1 r k - I I •••••/... ••••0•0.1, I 1 ] limmorm . _ ....1 LI o I I• , u r i ,...... ...._ 11 , ....___Limunammieuniumemmemmier, , ..amommw......... . , .„„,,..,....-y, Affirm. FBilndagl Deptreviewco,y7,df_orwvom ZBAts I . —._ --.. . I ; ZBA File# w Je , S 17.E-rUji-T -7-147,66.--Ka-ir---lcA A-RI-7'4 f4 • -- - - ' . . .. SCALE: itle-z-1::.es- APPROVED BY: DRAWN BY Sk 1.4C14 tZ1,--'. DATE: 5101 1 eArl ..14 0 d:c?...—i-C..1,..---eal1457-Y . E5C4 i L5 1 4 cr DRAWING NUMBER TN.0141.6.-Ic ST)-t-R-E7kil. (C---A-131") -,-,....”^ ---....mr7 ' •-•:: 7.4...• ",--, 7- 4 air • • •,• re; , 1 - .r... ,•, /IN .• ....N"... V • ,..: ,. ./ •..I liz X Z14 ot-,0 7..- I CIL 44-6,44 ' -...„.... ''' - . -.....„.... i -----... , -- -.- - A 5 p ..i -----,..„. , (-r -....._ . --. ...._ - , zpiicift Ft:el Dept e copy from ZBA _..... "---.....1 ___ _ _ ..... 10 LI I. — . ! 1 ... -. 1 t. 1 1 i I. 1.- :::". 1 0...-1- -I :: I--,-------- I !' I i F"-+- ... I :. J. ! 7 I 1 . 1 -4 ' ,'. • ; i I I I, i••••••••••4...,. 1 1 I . ' 1 " i ''.--— • .' 1 4–'--..—---.t+ , I • I ' Y I i -r. .I J i 1 • , ..-1-.. ..4__ "....., r....-...___ i !I . I ! Ili I , . r ...... : _ ....„_. _ _ ,,.. ._. _ _____ . _____,I, , #6 drrnts 0' ',.. ' • . . M(ZEL,-)MIS... STrIzi.... .---1.1A..e..ci Net- . • ....tr-L.'s 1---.-L\i tys I p..c..0 ( c 'I -_ SCALE:gis4 1‘ 7-• I '."° . APPII°VED BY - •- - —7-- -r , DRAWN EY-51TX-irsrvii_, DATE: . 1 0 1 1 LS . . i e tim-1 H L03( . i LPciits --•.tIc.y.I._ .1..o_c-- ,,.; DRAWING ..... __.. _... .._. . • - I_Ntr______ _ CL..tV rr1 1 P 1.4 7> ... . . ... .. . _ _. Ir ,,Ir4 - • Ir it • • we e001111 er- ;, 9 �' r 1 .1,:.';,,',.', 3 - 3 '' h /2- y" • r,....<1 . -Rwt-cif- •••-• . 40- 44 Ilit . 1 ai 1----4 te-4-4,-,--,--- .' -,-------•-1 ' "`""".".-- ' r.•.......7.4, .L 4 -El 4 fr,, in t `!oe a `! ?r �yi /a!9 � � /di\ et" :i • /C. (,�•• N w1 gal iaPi/Pia ' 9 1►xs --- 0 Tw 211211 `1•SM • 14.{. ' shako 41... `s]i« 0.- c0 11 i N q M \ ' • ` i al. .5-,L..._. !. -Q--- 1 S ?,:�:<:.,_. _o S 2 '� 11 �• 1 ,,. 1, - -a:.. iir Yr ,� SKui�•zlt (3 I ) G �'°"''_ - MEN '-RA I►1`� �R 0 �' �' K z ri 1 s a 1 • I. I j L , !141-.10.1 -1 . , 95 o ',: •- 7 to .�,�„�, ...... __ ...... 4404 r/ 014 Ogg �.._,...........r.....,,..:...._ will I . 400 Noti. T 4 1.1.5.44M.f.2... ..V.::7---::.' a i 1.T ' . - •I$Itt" . am.ik % . :*------ • �,, ,,,� .a,,. ...4 • 41 V 1, f fi.....;.........n_..., • • 1.x.1 r-- , �� ! 1. t 4RZN t.Qx-T":1.." iJ`r. SCALE: '/.f' t t-. BY: DRAWN ev..11-‘ki c N R. Ir DATE: ILItc.(It• REVIDED.A.lieb3 copy Dept Bldg De `;'' pt frrom ZBA = Final repf l nts bttTIA N sasa. � 1, VADEt-Y _.Bs�.l i..NT {;:__--- 4. , t3 ZBA Fil #(c/lj/ Date: r)/5/ 0a-Z)/� _ DRAWOl10 MJt1�1 STIRLING HARBOR STRUCTURAL DRAWINGS . . PQ .O lar c E DATE:1 ZiI B.P.tI�,-..__ - ' FEEk'la.0�u BY' DRAWING LIST: S12 ATTIC FLOOR FRAMING PLAN NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 ri, FOR THE S0.0 SPECIFICATIONS S1 .3 ROOF FRAMING PLAN FOLLOWING INSPECTIONS: S1 .0 FOUNDATION PLAN S2.0 DETAIL SHEET A I. FOUNDATION TWO REQUIRED w D FOR POURED CONCRETE S1 .1 FIRST FLOOR FRAMING PLAN 32.1 DETAIL SHEET B 2. ROUGH FRAMING PLUMBING 3. INSULATION 4. FINAL - CO JSTRUCTION MUST • GENERAL NOTES 22. All bolt holes in load bearing wood framing components shall be no more than 1116"larger than the bolt diameter. FASTENING SCHEDuLE BE COMPLETE FOR C.O. ._ 1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, including the New York State ALL CONSTRUCT{Oiv SLIP MEET THE Building Code 2010. MANUFACTURED WOOD PRODUCTS REQUIREMENTS OF THE CODES OF NEW R'� S NOT RESPONSIBLE FOR 2.The Contractor is responsible for all temporary shoring, bracing, and sheeting and shall make safe all floors, roofs, walls and adjacent property as project 1. LVL(Micro Lam) Beams: Manufactured by iLevel by Weyerhauser. Fb=2600 psi, E=1,900,000 psi. 'YORK TATE. z conditions require. 2.PSL(Parallam) Beams: Manufactured by iLevel by Weyerhauser. Fb=2900 psi, E=2,000,000 psi •CONNECTION FASTENING a LOCATION DESIGN OR CONSTRUCTION ERRORS. 3. The Contractor is responsible for means, methods, techniques, sequences or procedures of construction; for coordination of the work of all trades, and for site 3.PSL(Parailam)Columns/Posts: Manufactured by iLevel by Weyerhauser. Fc 2x00 psi, E ?,800,000 psi �...._.._..._ _........_.___ ............. _.... 0 (3) • 8dCOMMON, OR E _......._.._ ................ ........._..._. _......._...._ _........_...- safe 4.TJI members: Manufactured by iLevel by Weyerhauser. ' JOIST TO SILL OR GiRDER TOENAIL ? i e limited to the 5.LSL members: Manufactured byiLevel byWeyerhauser. _.._. ........_.-__-- _.._.._._.__.. ...._......_. . _._.. (3)3"x 0.131"NAILS CO' .a,�,, �,�.ri - m 4.The Contractor is responsible to coordinate a pre construction meeting to review structural plans. Meeting attendees shall include, but not be limte Y _........._..._..__._._..._._._. _..__..._..._,____....___..........._..... ...........-...... ..... ...._.__. ._........---_. ..._...._._...._.. ._-= �f �+LL CODES OF contractor, project architect, project structural engineer,framing subcontractor,and concrete subcontractor. 6.Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the BRIDGING TO JOIST (3)8d COMMON,OR TOENAIL EACH END N Et�1 YOB v C F. 0 -` ` ri Na � t.. VTTouHTTOWN IF 5. Upon execution of the contract the contractor hereby covenants and agrees to indemnify and saves harmless the owner and engineer of record forever from and proposed substitution. (3) 3"x 0.131"NAiLS t • o s c '+ actions, recoveries, and judgments of everynature and description, includingattorney's fees brought 7.The I s of built upmanufactured wood products shall be fastened together in conformance with the manufacturers specifiers guide, unless noted otherwise. -- EQUIRED AND CONDITIONS OF against losses and claim_, demands, payments, suis, j g p Y g p Y • SOLE PLATE TO JOIST OR BLOCKING 16d AT 16"O.C., OR TYPICAL FACE NAIL Q re ai against the owner or the engineer of record by reason of act or omission of the contractor, or a subcontractor to the contractor, or of an individual, group, or entity, * such subcontractor in the performance of work for or the renderingof services to the owner. PLYWOOD =-----$� 'h� directly or indirectly employed by the contractor or p ;_3_ x 0:131'NAILS A i � 16"0 C (jT' n (�7oif,�Zp� 6.Jacobson Structures LLC(JS)should be retained during the construction phase to review the structural drawings and specifications with all trades involved in the 1. Plywood sheathingshall be RATED SHEATHING, APA grade stamped for the specified span, with an index stampvisible on all sheets, and made with exterior SOLE PLATE TO JOIST OR BLOCKING (3) 16d AT 16", OR BRACED WALL PANELS ^ "--, [` P Yp �.irillsrr�,nri =r, completion of the proposed work and to make periodic observations of the progress of construction. If JS is not retained to provide construction administration glue Sheathing shall be of the following thickness: Roof 5/8"or 3/4". Floors 314"tongue and grooved. Walls 1/2" ; AT BRACED PANEL ` (4)3"x 0.131'NAILS AT 16" - P services, the client assumes all responsibility for interpretation of the structural documents and for construction observation and waives any claims against JS that 2.All plywood shall be glue nailed to floor joists using APA approved construction adhesive (B.F. Goodrich PL400 or approved equal.) Use ply clips or other edge --a-- ___._...._-_.___.,_ra Sv,,:., O:..r ,t,a j TRUSTEES EE$ may be in any way connected thereto. support as required for plywood sheathing. TOP PLATE TO STUD (2) 16d COMMON i END NAIL 7. (3)3"X0.131"NAILS � !it% '"'^ Structural drawings shall not Ibe used for construction unless noted "Issued For Construction". Drawings used for biddingpurposes shall not be used for 3.Leave 1/16"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not tongue and grooved. ----..,. :•. -" (4)8d COMMON,OR TOENAIL construction. STUD TO SOLE PLATE METAL WOOD CONNECTORS CONTROLLED FILL 1. Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-tie. (4)3"x 0.131"NAILS • P11lfiABER CERTIFICATION 1. Controlled fill shall conform to grading"A",Article M.0206, of the State of Connecticut Department of Transportation standard specifications for roads, bridges, and 2.Use common nails at all metal wood connectors. OR incidental construction. Structural fill shall be a fresh-graded sand and gravel/stone material with 100% mass passing the 90 mm (3 1/2") diameter sieve and no 3.10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector, unless noted on plans (2) 16d COMMON I END NAIL ON LEAD.CONTENT BEFORE ° r r r' review. 4.Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joists ec'sfier's aide TJ d000 and iLevel Beam 3 3"x 0.131"NAILS CERTIFICATE(�FOCCUPANCY more than 10/°by weight passing the#200 sieve.Submit an independent gradation analysis and modified proctor test for engineer's r ps g g g p p g ( ) than " ' r material on surfaces that are muddy frozen. or containingice or frost. Header and Column s ecifier'sguide TJ 9000 byWeyerhaeuser, unless specified otherwise on plan.2.Controlled fill shall be placed in layers not more 8 in loose depth. Do ,at place fill p Y p p .. ., - ro Provide metal hurricane anchors at each rafter. Unless noted use Simpson H2.5A or as required bythe local governingbuildingcode. DOUBLE : 16d AT 24"O.G. SOLDER USED IN 1WATER Place fill materials evenly adjacent to the structures, carrying the material uniformly around the structure in each lift. Fill shall be compacted ted to 95percent of 5.P vi ps q STUDS FACE NAIL + �+ ; 3"x 0.131'NAILS AT 8"O.C. ► maximum density measured at optimum moisture content and tested at each lift to verify densly according to ASTM D1557. 6.Rafters framed flush to structural ridge beams,.hal!have Simpson LSSU hangers. SUPPLYSYSTE�a1 CAhNQT 7.Where ACQ or CuAz wood preservative treated wood framing components are used, all connectors and fasteners shall be stainless steel.Alternate methods for �,� FOUNDATIONS protection against corrosion of connectors and fasteners must be approved by the design professional- DOUBLE TOP PLATES 16d AT 16"0.C. TYPICAL FACE NAIL Ef�t�Lr`.D?/SAD.' ,I D• i soilapproved bedrock havingminimum bearingcapacity of 3000 psf. Adequacy of bearingstratum shall be 3"x 0.13?"NAILS AT 12"O.C. I 1. Budding foundations shall bear on firm undisturbed or a, pia p ty p q y ' verified in field and inspected by the local building department or licensed Geotechnical Engineer prior to placing concrete. Adjust bottom of footing elevation as STRUCTURAL STEEL DOUBLE TOP PLATE LAPS (8) 16d COMMON LAP SPLICE required. 1. All structural steel work shall conform to the following governing standards: "Specification a + , . (12)3' x 0.131'NAILS 2.Remove all unsuitable loose or disturbed material from the subgrade beneath all slabs on rade prior to placing the bedding layer of crushed stone. Use A,.AlSG Specification for the Design, Fabrication and Erection of Structural Seel for Buildings, latest edition. .._._-__..___.___._.___.-_... _..--.__..............._._______._...____--.---___....____..__. _.-.-__._.____.__,.... __._.__-- ' � g p p g , SocietyBuilding (3)8d COMMON _. ___ _ ___.__ ..._. ..__. ._._ PLUMBING controlled fill where required. B.The American Welding (AWS D1. 1)"Code for Welding in Construction,"latest edition. . BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL ALL PLUMBING WASTE (3)3"x 0131"NAILS • 3.Do not place concrete on a subgrade that is frozen, muddy,wet,or containing ice or frost. 2. All structural steel shall conform to the following ASTM specifications: __.._._._..-_...__.._.....____.__.._..__.._......._._...__..._..__._.__.... _....__.._......... .............._. WATER LINES NEED 4.Do not place backfill against basement walls until all floors bracing these walls are in place and the concrete walls have the specified design strength. A.Plates:ASTM A36 RIM JOIST TO TOP PLATE 8d AT 6"o.c, TESTING BEFORE COVERING 5.All exterior footings shall be placed a minimum of 3-6"below final grade. B.Rolled W-Sections:ASTM A992 Grade 50 3"x 0.131"N.A!LS AT 6"O.C. ; TOENAIL • existing foundation. JSconditionC.All other rolled sections:ASTM A36 6.Do not excavate lowerthan the bottom of any exist ng Consult if this may exist. _ _ . ` . .. TOP PLATES, LAPS AND INTERSECTIONS ; (2) 16d COMMON 7.A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal. Verify bottoms of existing D.Tube Columns:ASTM A500, Grade B. ; FACE NAIL (3)3"x 0.131"NAILS E t�6 E.All bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers, unless noted otherwise Connections are to be standard A!SG _..._......... ----._...--- - P ," 1 footings. Plan foundation steps and excavation accordingly. .-- -� .�r .t. .,� �� ,ds•,� 8.Preservative treated sills shall be anchored to the foundation wall with 1,2"anchor bolts with a 2 1.6" 90 degree hook at the end. The bolts shall be embedded 7" connections. , CONTINUOUS HEADER, TWO PIECES 16d COMMON 15"O.C. ALONG EDGE '{"" __._-_-_-._____--..__..__..__._._...._.._.__.....__._._.._.___._.._..._....__.._----._.._-_.___...._..._..__.._.......__..----...----..__..-------_-.._..._..__.......,_....__._.........__.. .-........__..__.__...____..__......_....__..__..._ f: into concrete and solid grouted CMU block. Locate bolts not more than 12"from corners, at sides of openings, and at 4`-O"o.c.. F.Anchor bolts ASTM F1554 Grade 36. 3/4"diameter unless noted otherwise on drawings. �-���-+ ��� VITE C�s Cl, �z�`'i"�,�� 14:.. 9. Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. 3.Welding electrodes shall be ASTM A233, Class E70XX. Use low hydrogen electrodes for A572, Grade 50i steel. , CEILING JOISTS TO PLATE ' (3)8d COMMON TOENAIL ° ? ,"'.; v. -14;,:.„.fig 3 `� I for steel members with rimer. Verifythat the finish coat is compatible with theprimer before applying and note designprofessional if it is not. , ( ) x 0.131 NAILS ; ° 4.Shap paint inters p P g �° U�'�"r �...�w�r ti�€i ;;��; CONTROLLED FILL Field paint as per Architectural drawings and Specifications. CONTINUOUS HEADER TO STUD (4) 16d COMMON + TOENAIL l e professional far review and approval. No fabrication o� steel shall commence without approved sho _...._._..._.._._.____._..__.__...__-.._.__.._._. . ._.___._.,..._,___._...__..._.___ ._.__.._.. __.__.__. 3. Controlled fill shall conform to grading A,Article M.0206, of the State of Connecticut Department of Transportation stands. i specifications far roads, bridges, and 5.Shop and erection drawings shall be submitted to the design p p, p _..... _. . . ._ ._._. . ._._...__. g gravel/stonepassing gShop drawingscustomary detailingPARTITIONS (3) 16d COMMON MINIMUM incidental construction. Structural fill shall be a well-graded sand and material with 100% mass assin the 90 mm (3 1/2") diameter sieve and no drawings. shall conform to AISC de.a;iin standards. CEILING JOISTS, LAPS OVER FACE NAIL � R than 10% weight passingthe#200 sieve.Submit an independent gradation analysis and modifiedproctor test for engineers review. 6.All beams except cantilever beams shall be fabricated with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered : (4)3"x 0.131" NAiLS OCCUPANCY 0 moreby p 9 y g p _...______.... ___.._._. _. _.._.. 4.Controlled fill shall be placed in layers not more than 8" in loose depth. Do not place fill material on surfaces that are muddy, frozen, or containing ice or frost. end. (3) 16d COMMON MINIMUM USE IS UNLAWFUL CEILING JOISTS TO PARALLEL RAFTERS ' FACE NAIL Place fill materials evenly adjacent to the structures, carrying the material uniformly around the structure in.each lift. Fill shall be compacted to 95percent of (4)3"x 0.131"NAILS maximum density measured at optimum moisture content and tested at each lift to verify density according to ASTM D1557• ---.-_--.--_-_..__._.._._._..--...__._...-.-- -__.___.__.._._._.___..._____._.__._._.____._.__. .(__..___..-__---_-.-_-._-_-._.__._._..__._'__-.-----__.--_--.------__-._. ............__._--.---.----_-_-WITHOUT CERTIFICATE RAFTER TO PLATE 3)8d COMMON CONCRETE FACE NAIL _...... ....._...... ......_._..__. ... .. .(3)_3`._X..0.131"NAILS ... .._.........; . 1 1. All concrete work shall conform to the ACi"Building Code Requirements,or Reinforced Concrete"(ACI 318), latest edition. i , ' BUILT UP CORNER STUDS OF OCCUPANCY : F + � 16d COMMON 24"O.G. 2.Slab work shall conform to applicable portions of ACI 302.1R Guide for concrete floor and slab construction, latest edition. 3"x 0.131"NAILS 6 O.0.___......._.._...__.._._... --- 3.All concrete for footings,walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days with a maximum slump of to • BUILT-UP GIRDER AND BEAMS 2 FACE NAIL AT TOP AND BOTTOM 5„ _...__._ _....__.____..__.__._.___..__..__.__,._..___._.__._._.__.____.-__.__._.___-._,.____.._..__._.___.._....__._.___..__.__...__.._.. __ .--...__.____.._-..-_-- Ox 0.131"NAIL AT STAGGERED ON OPPOSITE SIDES . dCOMMON32"OG 3" 24"OC 4.Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.55, maximum slump of,5", and a minimum ultimate strength • DESIGN DATA 1 AND of 3,500 psi at 28 days. Concrete shall be moist cured and covered for 7days. ___.________..__.___.._..___.___._._...._...__ .._... ___........___._....._____.._..____.._.-.._.______.________..._.-___.._.___.____.._..__-- _____ •___________________......._._._.....__._....---._-......____...___.__.__... .._.........._._-.-._. . i x, 5.Except at architectural exposed concrete, total cement content by weight shall contain 40% Ground Granulated Blast Furnace Slag (GGBFS) OR shall contain ; (2)20d COMMON FACE NAIL AT ENDS • 20%fly ash. GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618 • _ (3)3"x 0.131"NAILS AND AT EACH SPLICE _ BUILDING COD_USED. The design mix shall be accompanied b test reports .-_...--___.______.----_.--___-_-____..._----_.______._____._...---__._......___.__._._.__-._.____.._--.-._---_..-_-_.--------_.__-.-_--._______----_----_...__._.___._.._.-.___._.-__._.-___._-_._ 1410 Manhasset 6.Concrete deign mix shall be submitted for each type of concrete to the design professional far review. i h g p y p 2010 BUILDING CODE OF NEWYORK STATE (3) 10d COMMON �6:/t( ts^i• 7:7-77,7977.,L3a., Greenport, NY 11944 _ g field experience or the ACI method for trial mixtures, including a graph of w/c ratio versus strength, in accordance with ACI 301. . COLLAR TIE TO RAFTER ; FACE NAILARE REQSER .D conforming to the ACi method for (4)3"x 0.131"NAILS LS The design mix shall be sealed and signed by a professional engineer. .._-- .._. ...... _....__.__._._..._._...._.. since at 765-1560 before Contact _...... tttc�r t !:^. . .:ccring 7.Reinforcingsteel shat! be deformed bars conforming to ASTM A615, Grade 6O. Reinforcing steel shat! be detailed according to the AC! Manua! of Standard • -...... ___________________._._._-..____.._..__.._______- _ __-._. _ . . .... _.. _ ' JACK RAFT (3)10d COMMON TOENAIL rackful, Oh Provide. En ineer s Cerci is • C ER TO HIP !; f ation latest + ................... ... ....__. ....__..._._.___.__.._._._._. .. 4 3"x 0.131"NAILS Practice(ACI 315), edition. • DESIGN PARAMETERS - WIND SNOW, AND SEISMIC ( t!�atthedrainageicesbeery installed toCede" 8. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. , , OR 9.Welded wire fabric(WWF)shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. ._-.___ .__._-___._._ ._.._-___.-....________....__-.___....__.______.._.__._--__._. ._.....___._._._..______-..._.._._._.._._._...____._.. ....._.-.__.__ .__-.__ __-_..___ _._ _..____.. ...._._.__..._.._ _.._-.___-____-_._..___-_.- ._._.-____.._-_i A _...__.... .. _ ___...__.._... FACE NAIL 10. Support and securely tie reinforcing to prevent displacement during concrete placement operations. Wre mesh must lap one full mesh at each side and (2)16d COMMON end laps. Place mesh on chairs to maintain its position during the pour. Rocks, masonry, or other materials may not be substituted for chairs. SNOW DATA w_._- (3}3'x0131" • NAILS 11. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute CRSi Manual of p g ( } _..._.__.____...___ ..__-...___ ...__.,__-_ --_-____ ROOF RAFTER TO 2X RIDGE BOARD (2) 16d COMMON TOENAIL Standard Practices. GROUND SNOW LOAD -SECTION 1608.2 Pg=20 psf I (3)3"x 0.131"NAiLS • PROJECT NAME: 12. Provide clearances from face of concrete to the closest surface of reinforcement as follows, unless noted otherwise on the structural drawings: • SNOW EXPOSURE FACTOR ASCE TABLE 7-2 Ce= 1.O • OR • Slabs: 314" THERMAL FACTOR -ASCE TABLE 7-3 Ct= 1.1 (2) 16d COMMONI FACE NAIL • Beams,Columns: 1 1/2" • SNOW IMPORTANCE FACTOR -TABLE 1604.5 I = 1 Footings: 3" FLAT ROOF SNOW LOAD (3)3"x 0.131"NAiLS ASCE 7.3 Pf= 15.4 psf • . ........... ... Exterior Face of Wails: 2"for#6 or larger • • JOIST TO BAND JOIST I (3) 16d COMMON 1-1/2"for#5 or smaller (4)3"x 0.131" NAILS FACE NAIL Interior Face ofVJaIls: 1" WIND DATA _____.___...._._ . _.-.---...._...........__.._.-_..__..._..._..._..__.._._._..._....__.__..._....-_.._.___till_.__ _...___-._._........__._..._.___.._...___.-___..._..._...._.._...._.__..____.__ CC 13. Coordinate size and location of all openings and pipe sleeves vfith architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". ' LEDGER TO STUD (3) 16d COMMON 14. Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. Parallel BASIC WIND SPEED FIGURE 1609 120 mph • ----....._....._.._...._._..._..__.__._ (5)3"x 0.131"NAiLS •• runs shall be placed a minimum of 3 diameters on center. No aluminum or coated conduit pipe shall be used. ltJ!ND EXPOSURE CATEGORY SECTION 1609.4 B • • • 0 15. Install slab curing measures immediately after finishing on the same day as concrete placement. Cure slabs using curing paper or plastic with taped joints. BUILDING CATEGORY -ASCE TABLE 1-1 CATEGORY II • • PLYWOOD STRUCTURAL PANELS: FACE NAiL: 6"O.G.AT PANEL EDGES Cover the wetted surface as soon as it can be placed without marking the surface. Keep surfaces moist during the cure period by providing additional moisture, WIND IMPORTANCE FACTOR -ASCE TABLE 6-1 I=1 SUBFLOOR(TO FRAMING) ! 10d COMMON OR i AND AT DIAPHRAGM BOUNDARIES, W wind barriers,sun protection and other methods to promote a slow cure. Use of a curing compound is prohibited. Loss of surface moisture shall be inhibited for at DESIGN WIND PRESSURE ON -ASCE SECTION 6.5.12.2 p=20 psf ' 8d DEFORMED SHANK ; 12"O.0 AT INTERMEDIATE • least 7 days by recommended ACI methods. WIND FORCE RESISTING SYSTEM ROOF AND WALL SHEATHING(TO FRAMING): ° 8d COMMONi FRAMING MEMBERS. 4"O.C.TO ALL (TOTAL WINDWARD AND MEMBERS IN 48"PERIMETER ZONE a FRAMING LUMBER AND TIMBERS LEEWARD-WORST CASE) • ALONG EDGES OF ROOF. I 1. All wood framing shall be installed in accordance with the American Forest and Paper Association"Wood Frame Construction Manual", latest edition. ...... .. . . ..... . . .. -.. .. ....... .. . .. . 2.All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction",latest edition. SEISMIC DATA . *TYPICAL NAILING UNLESS NOTED OTHERWISE ON PLANS OR DETAILS 3 All framing lumber shall conform to the following governing standards: ____....___..___.___.....___...._....__._--.....-._---.__.____-_..___...._____.__...__.._.___.____.__.__...-.--_-.•_- • A.American institute of Tiimber Construction, "Timber Construction Manual,"latest edition. •• SEISMIC USE GROUP: . B.American Forest and Paper Association"National Design Specification far Woad Construction,"latest edition. MAPPED SPECTRAL RESPONSE ACCELERATIONS, • 4.All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. AT SHORT PERIODS,Ss: • 5.Framing Lumber shall be from a Sustainable Forestry Imitative(SF1)certified sustainable forest. The contractor is responsible to submit certification to the design AT 1 SECOND INTERVAL, Sl: • • professional for review prior to construction. SITE CLASS: 6• .Sawn framinglumber shall be of the followingminimumgrade and specie for the specified use. CONVEINTIONAL LIGHT FRAME J p f • SITE COEFFICIENTS, Rafters: Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Fa: WOOD CONSTRUCTIONCC Joists: Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Fv: COMP'LYING WITH SECTION Studs: Douglas Fir Larch Stud Grade, Fc=850 psi, E=1,400,000 psi. Kiln dried 15%moisture content DESIGN SPECTRAL RESPONSE ACCELERATIONS, 2308 IS EXEMPT • Plates: Douglas Fir Larch Stud Grade • . Surfaced Dry. AT SHORT PERIODS, Sds: •• Beams Douglas Fir Larch#1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry AT 1 SECOND INTERVAL, Sd1: u-) • Posts Douglas Fir Larch#1, FC=1000 psi., E=1,600,000 psi. Surfaced Dry SEISMIC DESIGN CATEGORY: 7. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-1/2"thick preservative treated TimberStrand LSL treated sills. BASIC SEISMIC FORCE RESISTING SYSTEM: 8.Nailing shall conform to Table 2304.9.1 in the international Building Code 2012. Nails specified on plans are common nails. 9.Where sawn framing lumber is flush framed to engineered lumber(LVL PSL LSL),glued-laminated, or steelbeams, set the girders 1/4 clear below top off aming ___...___-._.__......_.._..._.____._.....___._._....................._--..._.......---.__.--------._.........---._-_.__-_._.----.---.__......__._--. -----._.....____.._.....__..._.._.__---.._..._...__..._..-.-.---..._....---._.._.._._.__..__._.....__.__.._ _._._._....._......_.__..._.........__._..._...___-_._........._....._.._..._-.__._ - _...___. _... _.._-._.___._._..__-_.._._..._...__.._......._.__.._...._._. _.....-...__._...._.____. ©r� NEjy • lumber to allow far framing lumber shrinkage. 10. All rafters and joists shall align directly with studs below;where required install additional studs. DESIGN LOADS (PSF) ��co � yyp1TER JRA°dNV a-- 11. Lap all plates at corners and at intersection of partitions. • `...._.._...-_.__.._...._......_...._.._.___..._._._-.. _.......__.._.__...._._.._.._.....____.._.._ _.-._......._...._.._..... ........ ................_-.-___......_........._..__..___.._..... ......._._______..__.._.._.___..._._._. ..._...____._.._-__..___......__._ �� .y, �� 12. The ends of beams shall be braced against rotation with blocking, hangers, bridging, bolting,or other means approved by the design professional. {+fiPr` -" SHEET NUMBER: LOAD ; ROOFING , o rt 13. Built-up columns shall be fabricated as folloves: ... LIVE i GYPSUM TOTAL r �_ ` w SHEATHING -OR- ; FRAMING MISC. PSP '` Column from 2x4 members: LOAD BOARD t. f i „ a ; LOCATION .._.._-- FINISH (2)Laminations. (1)row o 8d nails on each side of column, 8 O.C. staggered. •____..-._-_-..__...._._._-__.._.....-.._.___._...-___._....._...-.__.-.-- _.__.__._- _..__.___.__.._.._.._.�..__._.._.._.----....._-.__-.-...--..._._.--_..._._ C4 (3)Laminations: (1) roe^P of 30d nails on each side of column,8"Q.C.staggered. fit y�� sato �a aos1 r Column from 2x6 members: ROOF 20* 3 • 3 - 3 3 32* AOFESSION� (2)Laminations: (2)rows of 8d nails on each side of column,8"O.C.staggered, (3)Laminations: (2)rove of 30d nails on each side of column, 8"O.C. staggered. i ' 14. Where posts are specified on the drawings as 4x4,4x6, etc,they shall be solid, not built up from studs. FLOOR 40 3 • 3 - 3 3 • 52 7 15. Where wood posts are specified above and below a level of floor framing, maintain the same cross sectional area through the thickness of the floor either • • Es-�,��a by continuing the post, adding LVL blocking underneath, or adding a beam of the same width as the largest post. • _ 16. Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. 17. Provide cross bridging at maximum 8'-0"o.c.for all joists. *LOADS APPLIED ON THE HORIZONTAL PROJECTION NAME: TITLE SHEET 18. No joists shall be cut, notched, or have holes added without approval. SPECIFICATIONS 19. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. 20. Where the bottom ply of the top plate is interrupted by a raised header beam, no splice in the top ply shall be located over the header or within 3'-0"of each SCALE: N.T.S end of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice. mi r,,,nn+ine-+,u tier, le,..-1 h.,,rin.. r,.r+i+innc. timet.,Inn.i I,n<,rin,.+.n<,.,.-„r.+ii-,II In'*.+hn.,rin,framinn iv nmmnIn+ni„ine+.,ii,",4 innl,,.+in,,rnnf frnminry DATE: SEPTEMBER 15, 2014 - 1 rr �T 0 0 '-1 IL _ GRANULAR FILL :�l CRAWLSPACE ^ (2) II I/4 LVL RIDGE FIRST FLOOR ABOVE a , , ; .. : /LA (ELEV: 9.8) :i; _ _ I GRAWLSPAGE �0e --,,, T.O. GRAWLSPAGE SLAB i FIRST FLOOR ABOVE �'/ �� 4 4-(ELEV: 6.0) �., ELEV: 9.8 12 i '1• = - : - . _ - . . , . .. . - T.O. GRAWLSPAGE SLAB 6 �� H-CLIP AT GRANULAR FILL (ELEV: 6.0) �' EACH RAFTER B.O. HEADED? 11P III illi _ :f. . .. . +1T-O" / r r R.O. HD HT / ARCHITECTURAL FOUNDATION PLAN +16'-II 1/4" o toI N SCALE: 1/8"=11-0" POST 1L �_� (3) 2x10 127.3.7.411 Illi ATTIC Igo:. 115 / / Co 21-9e 3'-1 3/4" '13- 7'-6" 7'-6" (3) 11 1/4 LVL / ,. (4) 14" LVL BEAM BEYOND i' ► P 3/4" T4G PLYWOOD DECK i i ATOP TJI5 BETWEEN LVL BEAMS 12 /' (3) q 1/2 LVL q 1/2" TJIs AT 16" OG (3) q 1/2 LVL 61/ ,,,,--- SP ill 2.4- T.O. PLATE T=... -:: -:_-----:::.........,.........„ .....,.....,..............................„.„: „...7......„.......: .........„......„....... ...„...........„...: .:...„..............„ ,..........„.......„ ...„.............„....„. ...:„„„....... :::•===-------= ----------------==:-:_:::_ :-: •::•:_:------ -----:•:: ::- ---. : ::7 / 10.- -- - lid' IN / I 1/2" MRGWB ►���" ....401__.O.51! HT / CERAMIC TILE NGL PLATETOTAL HT tot 0o RESTROOM LAUNDRY / T.O. GONG FIRST FL / (T.O. SHELF EL: -I'-2 1/8") T.O. SBFL0....a_11 . / • 1 1•• 111 op.. _ T.O. GONG (PORCH)0'-0" ( LE 9.8) 0 PT 2x8 — �� e :_.:. • : _ 1/4" 11,11 T.O. CONCRETE e a ° o a 0000 a' a (T.O. SHELF EL: -0-q 1/4 '� ►� � - �o oop°°pogo°ao oop°Opop�o° oDo°ao�o °o a 1 e) �� o O o00 OO�o�OO 0��a�00 00�°O 00`v°�° 00 00 EL: -0-11 3/4" •. o 0 00 0 0 00 00 00 0 0 00`2,81).d.0 00 Yang,00 0 0 000 00 '.; . • ' �i Vas��o� o as 0�o�°o��°o o�Oo a�O�o� o a .01 I •° is 0,4,10 oop,°00aoao 0 uop,°o opo°oea000 QPI°uoo I� II 7/8 TJI3 AT 16" OG •`aPI 4 , CANTILEVER a GRAWLSPACE CRAWLSPAC.E SLAB ( ° . • . T.O. SLAB A •. l .':: . . E : -3-q a . : . . . L ELEV: 6.0) e. ". 0 00000 0000 o co oop pop o° • . pP ODo° 0'°ao00 O0p°Q°0 -.. X00 0000 O O PIER \ 4 a°,a-opo°o� a poo o 7 O�O0 Q0° .0 ap `� po ... ° CC'00 0 pop°0 OoOoo O t00o°0 --- 4" DIAM PVC FOOTING DRAIN; (1:: ::-.I:1 0� """ -• I "� SURROUND WITH GRAVEL 4 "_""" .a ego" SPREAD FOOTING aWRAP IN FILTER FABRIC; ;:• _" . .� o PITCH FOR DRAINAGE (TVP) a ' r. " B.D. FTG I ' _ TTT EL: MIN 3'-6" - .. — i tu,, '`Y APPROXIMATE SLOPING GRADE BELOW FINISH GRADE PILING-------\ . GRADE BEAM / PILING Q ©2014 nautilus architects unauthorized use prohibited1 ADDENDUM ATTACHMENT: 12/5/14 Q , . ty PROJECT: Nautilus WATER THE B OATHOU S E BOX 785 OLD LYME CONNECTICUT 06371 860 227 11 69 BUILDING SECTION STIRLING HARBOR MARINA I SCALE: I/2"=1'-0" CHRISTOPHER ARELT, AIA A ARCHITECT GREENPORT, NEV'1 YORK ISSUED FOR PERMIT SCALE: A5 NOTED DATE: 12/5/14 DING. I OF 1 4" LINEAR LED STRIP LIGHT / 2'-0" 1 CLOSER' (MAHOGANY DOORS) MITERED CORNERS ESD EDGES I" MAHOGANY FRAME W/ I/8" RADIUSED EDGES RESTROOMS: RESTROOMS: 1' S MIRROR GLASS TILE AND STONE SCHEDULE PLUMBING FIXTURE AND 1 1 ACCESSORY SCHEDULE 1» FL-TL-0I FLOOR -- " _ — MFR: TRINITY TILE P) SINK - . 141-\ I 1 / _ ti-'-- m�_ --- NAME: PORCELAIN FLOOR TILE MFR: KOHLER \ I - _ - // - COLOR NEBULA UNDERMOUNT SINK NAME: VERTICYL- \ - - - - NM FINISH: POLISHED MODEL: K-2882 / SIZE: 12' X 24" COLOR: WHITE t.,-� / I _ _ r, r—� — n SIZE: 1'1 I/4" X 13" (BOWI) N / W-Th-01 WALL(TYPICAL) 19 13/16 X 15 5/8 X 6 3/4 to ID N / / #1 1/2" - ,' N N MFR: TRINITY TILE (OVERALL) in / / — NAME: CERAMIC WALL TILE _ .FAUCET Co / - / — \ N CODE: UO81 MFR: SIGNATURE HARDWARE \ - - - / - - - - — COLLECTION: BRIGHT N. \ o c�- O \ \ - W-TL-01 _ - o c� o C•�- o C�3- — " NAME: ROTUNDA WALL-MOUNT 4 I/4x10 COLOR: WHITE ICE BATHROOM FAUCET T r , , _ "' \ i TYP ALL N -- SIZE: 4 I/4 X 10 919045 r , , r r r r T \ I i_ I t_ --_I I \ _ — MALL MEM, FINISH: CHROME WALLS LINO I_ I I I I_ I _ N / / W-TL-02 SINK 15Y)WOMEN'S SIZE: 9" SPOUT REACH r� \ N — , I ID =M \ N — /• /• I MFR: TRINITY TILE O SHOWER FIXTURES N \ N / f NAME: CERAMIC WALL TILE MFR: KOHLER `" / \ { — CODE: U126 GOA BASE COLLECTION: PURIST Tom, \ r r COLLECTION: BRIGHT MODEL: K-TI4422-4 \ \ \ -- -f—� IIIIIIIIIIIII I COLOR: COBALT FINISH: CHROME A/�/ I SIZE: 4 1/4" X 4 1/4" p4 TOILET , WALL-MOUNTED FAUCET pQ 1 55Th KICK PLATE,PUSH PLATE, G UNDERMOUNT<> POLISHED CHROME,ALL EXPOSED D O 4 1/4 SO CT I QUARTZ TOP 4 APRON 4 CLOSER 1 1/2" 4 1/4 50 CT SINK PLUMBING (INSULATION AT H/G) Q S GT-OI SOP/ a MFR: TOTO �'7 MFR: SIL.ESTONE NAME: WALL MOUNTED W-T -O2 GT-0I -� W-n--O2 NAME: ENGINEERED QUARTZ FLUSHOMETER TOILET (VANITY WALL ONLY) 1" 4 1 1/2" (VANITY WALL ONLY) Q 1 1/2" MODEL: CTTOSEV it01 111 INTERIOR ELEVATIONS AT RES-ROOMS //1 '/2" m �` SERIES: NEBULA 1/4' MIRROR GLASS // COLOR: LYRA COLOR: COTTON THICKNESS: 3GM FINISH: SANA&LOSS SCALE: 1/2"..-11-0" MAHOGANY FRAME • \ —I r_ = O tJlIiINAL NOTES: MFR: TOTO ;� ,� �, �,1" I. WALL TILE INCLUDES COVE BASE, NAME: LOW-CONSUMPTION I/8" STEEL PLATE WALL TILE i 0 — 0 0 '�j 4" " BULLNOSE AT OUTSIDE CORNERS. WASHOUT URINAL TO STUDS 4 1 1/2" MARINE EDGE BOLTEDOLTO / 1 1/2" t PARTITION SYSTEM l � IG CT-01 THRESHOLD 2. PALL RODUCTS EXPOSED ED6E5 OF STONE EASED EDGES MODEL: UTI04LN MAHOGANY �: L _ COLOR: COTTON 3. REVIEW MAPEI OR EQUAL TILE FINISH: SANAGL055 QUARTZ APRON "�* WALL TILE W-TL-OI TRIM SOLID MK6 GT-01 II GROUT SAMPLE KIT WITH ARCHITECT °� /1 TO MAKE SELECTION PRIOR 1 1/2" �- `� r I/4 MARINE EDGE 2'-6" 2'-6" \ "_ ` P6 SOAP DISPENSER INCL COVE �, � -� '- VISI RADIUS ALL '� / / M BASE TYP ALL WALLS TO GROUTING TILE. MFR: 6ROHE WALL TILEt t _: IIIA VISIBLE EDGES) :=' 2 4 4. GROUTING CAULK AT TILE/STOWE-TO- PORCELAIN FLOOR TILE FL-T1-,-01 D1551MILAR MATERIALS,TYPNAME, COSMOPOLITAN IN UNDERATOIA�I'SINK - _ = COLLECTION: STARLIGHT '- ,iIII . _4110 = ;'ia .enrt::'�::�: - .:....:......,........ SOAP DISPENER 1i ........ .,.71-7,7,17 .7: .......... t .,: =:;: ..i. :.____: .fi....... MODEL: 40555 +/-1 -6 1/2" 1 1/2 GAP I r r : r -� ��„ Il // FINISH: CHROME 6ALV STEEL -44 1/8'x1/8" ROUT FRAME / I I % I I I I ill IA 1'-10" `— i i 81 i A i i' 7 11121 PITCHED CONTINUOUS SHOWER PAN O TOILET PAPER DISPENSER I I/2" OD. POLISHED I I I , I 1 I �u ME MORTAR BED OVER 4 BEYOND CURB MFR: KOHLER MAHOGANY J y L -J L. J _II �MINDOW FRAME CHROME STEEL PIPE WELDED iII COLLECTION: PURIST TO PLATE 4 ANGLE _.__-.- PLYWOOD SUBFLOOR CEMENTITIOUS BOARD MODEL: K-143'15 J1,5' DIAM POLISHED CHROME PIPE ON/CHROME FINISH: CHROME INTERIOR WINDOW TRIM \ CHROME SECTION AT COUNTER 'S COUNTER SIMILAR ESCUTCHEON AT TILE WALL PENETRATION), SECTION AT FLOOR (SHOWER CURB) ESCUTCHEON0 STRUCTURAL FRAME: 2 AT EA END,PI/STEEL PLATE PS PAPER TOME. DISC SCALE: I I/2"=1'-0" SCALE: I I/2"=1'-O" STEEL ANGLE 15"x4' BOLTED TO SOLID BLOCKING IN FRAMED 51DEWALL5 SGALE: 3"=1'-O° MFR: BOBRtGK COLLECTION: TRIM LINE SERIES PLAN DETAILS AT COUNTER NAME: RECESSED PAPER TOWEL DISPENSEROPERABLE PORTION AND WASTE " SCALE: 1/2"=I'-D" i& RECEPTACLE FLOOR ®I8"(VERTICAL) PARTITION CENTERED 24 GRAB 12 MAX, DRAIN Ib'M I ON MULLION- BAR ADA 6069.? [-ID" (VERTICAL) HEIGHT 15 FLOOR 1 J" MINT / RESTROOM MODEL: B JV,O3 • \ I )1,-> GRAB BAR DRAIN \ FINISH: STAINLESS STEEL r�� \ Li SIM: 31 I/8' X ISS. �i — — LJ LJ a ■ O / 36x48 MIN `, '' 36x48 MM _/ --�I VIAND DRIER I z — �� ; CLEAR SPACE CLEAR SPACE N. 12 O 1. I o \ PR - - MFR: WORLD DRYER s�c GRAB / ADA 60829 ADA 60829 / \ / P4 ! : PI PROVIDE o N \ \ BAR / \ pl \ / . O eq r—w I COLLECTION: VMAX ,�.� MV INSULATION "* 0 / PITCHPITCH O . o c)"-1-?:" m NAME: HIGH SPEEDvERTI- \ ( / \ ba01zM ` GALHANDDRYER\\I WALL-MOlRJ1t-D _� / / 12" STEP MAX " / l �� g o MODEL: V-674A M TOILET 1 ® I I O 0 I/2 STEP MAX I { - o ��> / \z COLOR: WH17E 1 i I ADA 3033 aDa { l ® m M g N CLEARANCE SIZE: 13"X2625'X9.25" , i 1 3b" / 24' GRAB O / \ \ \ \b �, PI BABY CFIANSIN6 TABLE _ GRAB \ - BAR .014 ..0.<>. I j MFR: GLOBAL INDUSTRIES BAR \ / \ / 7 '� '� HAND DRIER RESTROOM ;ca 56x60 MIN / / r „ " MFR NO: 797237622 CLEW SPACE \ / \ / 56 x R SPA :n 11 MIN. TOE CLR. 6 u.EAR SPACE ITEM NO.: 41012 ADA 60491 \ / �I N ,/ ADA 60491 ADA 306.3 MAX. DEPTH SIGN '," ---„ MAIC N / 9_ I ==mss,_ J am, I _If. N ADA ,3 » SIZECOLA 3 /8"O: LIGHT Y3/8"X 22 1/4" TOILET I TMOUNTEDADA ,514 ,__ __ — _ _ _ — \ �� - HANDICAP LAVATORY 39-41 'ON ‹).'=u1' ab, 3'-0" MIN ADA 604.5.1 36'GRAB BAR p4 . PITCH ( PITCH . P4 1 1/2" DIAM GRAB BAR MFR: KOHLER O b QUARTZ GAP \\\ b 604.5,2 COLLECTION: PURIST i� CO . m 42" MIN. 12" MAX, MODEL: K-11890 \ • GT-010 X12" MIN./ 24" MiN. b ADA so4.s.1 ADA 604.5.1 FINISH: STAINLESS STEEL \ O O \ ADA 604.5.2 ADA 604,5.2 ■ SIZE: 36" PARTITION SYSTEM O O PARTITION SYSTEM J PI 48' GRAB BAR I T /�� P) 13 \ N \ C �) MFR: KOHLER M I I I COLLECTION: PURIST p4 PITCH ) ( PITCH � _ TPD MODEL: K-11890 FINISH: STAINLESS STEEL \ CD) \ b PORCELAIN TILE S 1/' \IP" PORGELJ�IN TILE I n "' —'� SIII " TPD M iSIZE: 48ih / \ O O \ / IL;p M SEE FLOOR " FL-TL-�01 l 4 <> \ PARTITION WALL 5Y5113r1 ING SHOWER / SEE FLOORINGu • `• i.-- WALL-MOUNTED TOILET PLAN FOR LAYOUT L MFR: BRADLEY CORP. O \\,4; PLAN FOR LAYOUT CLAM I SERIES: 100 SERIES CV \- I 14 - - / ' -6^ / 'r-- 16-18"MAX g» MOUNTING: FLOOR-TO-CEILING �, �, FINISH: STAINLESS STEEL CL x 441 MIN ADA 604 2 ADA 604.7 PI LINEAR SHOMIISrt DRAIN SINK . HAND DRIER 30 x 4 SPACE GLATHES� N PI �h Fac 3059 3,-0" LINEAR FLOOR DRAIN • FAUCET (CONTINUOUS UNDER PARTITION) ADA WATER CLOSET: H/C WATER CLOSET: MFR: INFINITY DRAIN 0.\--D--c �0 x SP FRONT VIEW SIDE VIEW MODEL` S-TIFAS 65',-.-''-w.--- ITE SIZEABLE SOAPO \ Fac 3059 �— P URINAL FINISH: STAINLESS STEEL P6 �, BABY _ ACCESSIBLE MOUNT! HEIGHTS , - O ® O _, CHANGING pq 18'GRAB BAR N '<> STATION.‹ . ��j PS QUARTZ COUNTER NOTEs: f JIO x 48 MIN. v _ v _ j NV MARINE EDGE 1. PROVIDE SOLID BLOCKING FOR ALL GRAB BARS, PARTITIONS,AND A MFR: KOHLER ACCESSORIES IN FLOORS, WALLS, a CEILINGS. r COLLECTION: PURIST F PAPER TOWEL IL_ :. - �: I CLEAR SPACE GT-0I 2. REAR GRAB BAR MAY BE 24" WHERE WALL SPACE DOES F MODEL: K-11890 O \ DISPENSER _1 LL NOT PERMIT A LENGTH of 3s" DUE TO THE LOCATION ,, FINISH: STAINLESS STEEL "A \I VP O >= OF A RECESSED LAVATORY. SIZE: 18" •••• 'ID .41;› I4> REVI SED A5 INDICATED• 12/q/I 4 O L J L v ©2014 nautilus architects unauthorized use prohibited ti,� b , VP N • I . I L 4 PROJECT: 1 . , . O \ .' ) N-- O. c . N a u t ri, l u s44 y� " -- { BOX7B5 OLDLYME THE B OATHC�U S E SSI O 860E2271169I (I) - - - - ENLARGED PLAN AT RES' TROOMS i ,�; r-,, ,, ft I HRISTOPHER ARELT, AIA STIRLING HARBOR MARINA RCHITECT C�REEI�fi ORT NE YORK- _ ______ful _ r 7 6 Jr" //�� SCALE: 1/2"=1I-0" v � 1v/ 1�^^/ ``�'_'� L/ 0 I 0 ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/14 DWG. 10 OF 15 ©. 1-> p 39'-4" • / i — Ei .4: s sem• . n . 0 j o --- I -- JOISTS SPAN OVER WALL ;.: ' r b 't .C , 63 ra I f I • 1 b M � r IN , ' I - c7, .J j I ° ; I � 0 N I I I I :1 g •• • GHASEWAY I - I GRAWLSPAGE . • IREGI ABOVE .,7 FRAMING SHELF I ,—'_ ' :. . : I I GRAWLSPAGE : ,t . 5 GRANULAR FILL I - N -- - FRAMING SHELF FRAMING SHELF j IL - ARGHITEGTURAL FOUNDATION PLAN 8-° / 28'-8" / SCALE: I/4"-1'-O" SEE STRUCTURAL DRAWINGS LFOR ADDITIONAL INFORMATION L PROJEECT� NORTH ���r [----\)I LJiLi2oJ1OCT 3 14 E._ oLDG. DEPT. TOV,';, OF SOUTHOi D 0 2014 nautilus architects unauthorized use prohibited rai,1 PROJECT: � �®'� ��4 •a ep,'c, 'h1 E}(�, '�Yj N a u tpill j o , ,,,..„., 60X NE OLDL371 THE BOATHOUSE 6� 4'�3 '�. .1,7,N1':"\ CONNECTICUT 06371 +,.;_ (X � . �•��►�q 860 227 1169 (, 3.t[ . , STIRLING HARBOR MARINA 6.E , a , ' CHRISTOPHER ARELT, AIA % p.o2s9 "'`'`• fey ARCHITECT GREENPORT, NEN YORK ISSUED FOR PERMIT SCALE: A5 NOTED DATE: 10/11/14 DING. 1 OE 13 1-> Ilk Mgr I 39'1_4" 8'-0" 9,-1C 19 8" 9'-10" g 11'-9 1/4" / 11'-9 1/4" 51" 2 // // // C) . ._..,, \ \ 1,. ......iiii••••••iii _nu Iii i i______ 43 1 1OIL. Hi 4 •L \ 1 __TT II I I 18'-9" - 11" 18'-9" / I / ' I I / I I IN I II I I i I___ rn 7'--3" 10'-842 1 I - / t I I I / - .e Bo -:,- .,.._ I t I I I 1 I 1'-9" I I '--d-sN I 1,-, r / 0 I I - 1 I 7-, I IjI -.1 I in -J I -1 I k T I 1 . -14.1 , t 1_________, - 1 . . _11 _ I \ \ INOMEN'S BATH 't-. j 1 z. 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I I IMMNIII=IIII."......III IIIMIniiiI \ \ - --- — 72\ [all ti, \ \ \ , ----'Pt -.-1--- —t-- ° 1/3" TYP 10'-814n 71 A 8'-0" / / / 511" 11'-41" 2 51" 2 11'-43" 512" 11'-43" 512" 11I'-41" 2 // it' /"( ,(/ / i / 76'-0" L „„, L 0 FLOOR PLAN SCALE: 1/4"=1'-0" PROJECT NORTH ©2014 nautilus architects unauthorized use prohibited . . ..„ a-- 1 PROJECT: .. . MIL 1 BOX 785 OLD LYME , I':,:I.':•. <.„3.Cs. .17, CC‘o CONNECTICUT 06371 1 THE BOATHOUSE , . . ,.•,... 4,, i i 1 it i 860 227 1169 . ,i.A.,, , •j r,t 7 A A r foL -,...:1..; . ',. Alli6......._ _Ill STIRLING HARBOR MARINA „ , .6,r_ , CHRISTOPHER ARELT, AIA AININIMMI 1 ARCHITECT GREENPORT, NEIN YORK ......,...,, ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/141N:I D . 2 OF 13 ii11. 1 I Am, t?' I 1 I 1 (4) 14" LVL -- I I 11 __11. aw..... ___ I_— 1=111 -- -7-_-_-_-_1.-=1111____L--11 II H [ _i_ jjjJ i I I / r BROWN DRIER VENT COVER ON - • DORMER SIDE/NALL I \ rfATTIO ACCESS/ ///- 0 4) 0 THIS LOCATION 40 4) 0 0 4) 0' 11---1111-- TII 1 II II ILIL _ In_ __I 11 113 I_ 1ll1 _11 b -/ - / • 1 in – / 1 ] . ... 0 . , 0_ ______, < • , = , i. . • 0 . _ . . _ . _ . _ . . _ . _ . _ . _ . I — _ • - - ' • • . - r---- . - I - I DI ATTIC PLAN • 3/4" T$G PLYWOOD (SHADED AREA) 0 _A 1I I -------------7 --_-. . _ 3- SCALE: IRS" 1 I-0" 1 ATOP T-Ils $ BETWEEN LVL BEAMS 1 1 •=, J 1 3 __1111 IBI III - II n -__111.__ 111 —11_ 7..11:11,_ , Ill_____11 = . 0 T 0 ® T 0 i 0 vcfs G> I I I 0 0 I 0 CI I I 11----- 1111=111L111=1111- -1-17-=- 1 1 1 I 12'I-6" 12'j-6" 112' 6" DORMER PLAN / / 20011- L ], '-1 " / / '1/ 20'-10" L SCALE: 1/4": 0" I I I Alik i,-- INTEGRAL GUTTER 1110k IlOr• lifir. f_0; /1/ . / . T 1---- I I I__ /-- GANGED PLUMBING VENT STACK THI5 LOCATION (BLACK) / / / / , ,,, -----1111— 11 1 I--_-_:-.-J-11 —___ _ i/ 1 -- 11 , / i / — [o 1 _ T T TPITCH T I I RIDGE CAF' / / (--- —9 1 0 1 1 1 =III -----__:=1 J 1 - IF------111HEJ 117-7 -J1 1!---- :=11.1-7- 1 _ 1 C)2014 nautilus architects unauthorized use prohibited I Elm PROJECT: . MEM , , , _.._ L L ....,.45-1,1323, 1qc- BOX N785 a OLuD LYN; 'N . -'V)1-'''t.Z'?4'" .,/> CONNECTICUT 06371 I THE BOATHOUSE 8 6 0 2 2 7 1 1 6 9 ® ROOF PLAN .__,A1 ., SCALE: 1/4"=I I-0" ' :" )'.si. , $ , , CHRISTOPHER ARELT, AIA STIRLING HARBOR MARINA , : ARCHITECT GREENFORT NEN YORK ,,, '- ",'' .--,P/1 . . . I55UED FOR PERMIT SCALE: A5 NOTED DATE: 10/11/14 Pm. 3 OF 13 ---. ,-,---,--,,,-- Ix PAINTED SOFFIT 7( _0" A 1 -0" f LOG OF 7"W BEAM ABV TYP /---- I I/2" PAINTED BED MOLD lx PAINTED (DEC BEAM) - ----- ------------------ ----- - - ------ 7 ri - !❑I i❑ \-- -PROPOSED LINEAR SUPPLY -- - - 0 0 0 0 0 3,__6. 0 0 -- 0 - 0 0 0 -/ RECEf LD --- 0 — 1/2" DOWNLIGHT TYP — — I81 1 1/2" GNB CEILING . 0 0 1111 0 0 I 0 0 0 0 i --- - - / WWII AY �, CEILING CEILING \ ---- ` �' +8'-4 5/8" FINISH +8'-4 5/8" FINISH n. — I 1/2" MAHOGANY BAND O PROPOSED WALL RETURN LOG f 0 0 0 0 PROPOSED HALL RETURN LOG ( r-- In- _ _ / PROPOSED LINEAR SUPPLY - - -- _ -- f- 1 0 0 0 0 0 0 WALL TILE -- J 0 ____J ! 0 0 - - V DROPPED CLG- - i — j -------- -- v = 4-1'-7" FINISH SOFFIT _SECTION AT WALL-CEILING ° +i-6" FINISH � - - _ 0Q = O 0 0 0 - 1 1/2 MAHOGANY BAND TYP 7 AT BOTH RESTROOMS -- SCALE: I 1/2"=11-0" 0 -- 0 ‘0- -- CEILING 4- IL! _..._.,___,,_,, /SURPAGE-MOUNTtO CEILING - - 0 +8'-4 5/8" FINISH 0 0 0 FLUORESCENT I' +8'-4 5/8" FINISH 0 0 - 0 0 — — O 0 - - 0 0 SOFFIT - ---------------------- -------------------- - WEAVE BOARDS AT CORNER, TYP -- - -- - - - - _ _ _ tea*4 m EILING - -(BEVEL ENDS TO MATCH V-GROOVE PROFILE) --- -_ - _ - - - w +�_O�f4'` F1NfSH -- --- - +1'-6" FINISH ' / _ =-0 - - = CEDAR RIDGE CAP 1 !\ -- - ____-_-_- _-_-'-'-=-_-_, ,-.-____ — _____ ___-_-=_. . _____ --- _ ___ __ _______ __T-_7__-- _=- —-_=_-__2_ ___ ___________ _ —------- --- =7-- _ — ----- ____ _ ---- - -------- --- -...Air- --- - --- - -— ______ __ ___—\___ -_ _____-_-___ — -----,7-=____=-___:--- ----- -- :...iigarlyrANIMILIMk. - --- ____ _ — _ _ -.:__---- _--_2_----L-7-_-_-= _ _. .- ___ .=_-_-_-___--------------- . - --- ----- --- ------------- --------------- — t*,B.O. 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EQUAL 3 EQUAL \, / Ci EXTERIOR ELEVATIONS .001_, DEC PIER EQUAL 'COL,DEC PIER \ GUARDRAIL: \ COMPOSITE 1x4 SLATS ON PT FRAMING i MAHOGANY TOP RAIL, PAINTED \ 11/ I" GAPS SCALE: I/4°= -O' CEDAR SUB $ BASE RAILS, I 1/2" DIAM CYLINDRICAL POWDER-COATED ALUM BALUSTERS COMPOSITE DECORATIVE PIER Vi/ (STAINLESS STEEL INTERMEDIATE SUPPORT RODS) INSET FLAT PANEL (5/4x FRAME, Ix PANEL) _ • _ _____ _____ _ _ _ - _ --_---.-_-------_- --_ COMPOSITE RAKE BOARDS ._ _ _ - Al11111111111•1111. -- ,aillIr 40111111111111•1111•111.. 1111mh...---, -- -__________ ____ ----..iiMifr AIIMAIIIIIIIIIIII -11111111111b... ---... _ .._ _ ________ ----- - 11111.Wr AMENINIIIIII MEL 111111111116, --, 5 5.0. 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EL: 0'-0" ----] Fr 11 A \ 0 ® il 1 EAST (COVERED PASSAGE) GLASS $ COMPOSITE BULLETIN WEST (COVERED PASSAGE) NOMINAL 8" NOVELTY SIDING, PAINTED IN111PROJECT: .„„. BOARD ENCLOSURE (COMPOSITE IF AVAILABLE, OR CEDAR) ,,,,-< 7 ----- -,,\ " C-D ' Naut ••. s THE BOATHOUSE •',.. .`•-. ''..'.1-1 c• BOX 785 OLD LYME CONNECTI1u CUT 06371 ,.'1,1",; • ,, ,..4-A$Lr,„ 1 \ 8 6 0 2 2 7 1 1 6 9 /i. __,,,,t15,,0 •,t, e i irt--, or ,,,,;.,., '. ,--,.).--Al , , STIRLING HARBOR MARINA , . ' ,.,,,1 CHRISTOPHER ARELT, AIA I CHRISTOPHER i „..,, ARCHITECT GREENFORT NEVI YORK \„.,,: °V 0r c, \ -,, ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/14 ONG. 5 OF 13 LI 1,;><:\\I„..1/4 .1°.>„./... (2) 11 1/4 LVL RIDGE 11. ilcl\( i. � /// 1 � , \\ 6I/ j \ H-CLIP AT \ \. \ / EACH RAFTER I.B.O. HEADER J/\ +17.-0R / ., emir 4R.O. HD HT _/ / - +16'-11 I/4" "' 4. R.O. HD HT /N _ri..m. 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'''\\\,`:,>.r� zy. / Atm CHITECT GREENfi ORT, NEN L YORK ISSUED FOR PERMIT SCALE: A5 NOTED DATE: 10/11/14 DWG. 6 OF 13 TYPICAL CONSTRUCTION SYSTEMS EXTERIOR WINDOW CONSTRUCTION NOTE: THE INFORMATION BELOW PROVIDES AN OVERVIEW OF 514x COMPOSITE (AZEK OR APPROVED EQUAL) JAMB CASINGS,PAINTED TYPICAL CONSTRUCTION SYSTEMS FOR RECEIPT OF PERMIT; (COMPOSITE FRIEZE ACTS A5 HEAD CASING TYP) MORE SPECIFIC CONSTRUCTION INFORMATION IS DESCRIBED 2" COMPOSITE (AZEK OR APPROVED EQUAL) SUBSILL WITH SAWCUT DRIP LINE IN THE PLANS AND DETAILS;WHERE SUCH INFORMATION APPLY RABBETED SUBSILLS TO FACE OF PWD DIFFERS FROM OR ELABORATES UPON INFORMATION COPPER DRIP CAP AT ALL EXPOSED HEAD CASINGS DESCRIBED BELOW, SUCH DETAILED INFORMATION SHALL PREVAIL. COPPER PAN FLASHING UNDER ALL WINDOWS THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS IN THEIR ENTIRETY. INTERIOR MALL CONSTRUCTION i ROOF CONSTRUCTION 2x4 DOUGLAS FIR NO. 2 5TUD5 AT 16" O.G. UNO (SEE PLANS) �,- PRESERVATIVE-TREATED WESTERN RED CEDAR SHINGLES 1/2" MOLD-TOUGH MOISTURE-RESISTANT GYPSUM WALLBOARD,SKIMMED AND �� \\_ NAILER-5 PRIMED (I COAT) AND PAINTED (2 COATS) 15* FELT 1/2" PWD SHEARWALL AT SELECT LOCATIONS(SEE STRUC PLANS) \ 5/8' CDX APA SPAN RATED SHEATHING, HURRICANE NAILED SOUND-ATTENUATING UNFACED BATT INSULATION AT ALL DEMIZING WALLS i (bd NAILS: 10" INT OF PANELS,6" PERIMETER OF PANELS) i' �' �\ \-- 2x10/2x8 (SEE FRAMING PLANS) DOUGLAS FIR NO. 2 RAFTERS AT 16" O.G. FLOOR CONSTRUCTION \� ��� R-40 (b") CLOSED-CELL SPRAY FOAM INSULATION AT CEILINGS FINISH FLOOR SELECTION(SEE FLOOR FINISH SCHEDULE) \ q I/2 TJI CEILING JOISTS AT 16" OG (ADD HARDIBAGKER AT TILED FLOORS) 5/8" GYPSUM WALLBOARD,SKIMMED PRIMED (I COAT) 3/4"APA SPAN RATED PLYWOOD OR ADVANTEGH SHEATHING GLUED AND NAILED �� FINISH-PAINTED (2 GOATS) II 7/8 TJI JOISTS AT I6"O0 COR-A-VENT RIDGE VENT OR APPROVED EQUAL GALVANIZED STEEL JOIST HANGERS AT FLUSH FRAMED CONDITIONS 'i" _ ICE $ WATER SHIELD AT EAVES 4 VALLEYS R-40 (6") CLOSED-CELL SPRAY-FOAM INSULATION t __ __r a 1 I COFFER INTEGRAL GUTTER AND CYLINDRICAL DOWNSPOUTS 1i SHINGLE RIDGE GAPl' 1 , PORCH FLOOR SYSTEM �i----I --- SHINGLED HIPS /4x4 IPE DECKING WITH I/8" GAPS d STAINLESS STEEL FASTENERS \ j STRAIGHT-ALIGNED,PRESERVATIVE-TREATED } EXTERIOR WALL CONSTRUCTION 2x8 PT FRAMING WITH GALVANIZED HANGERS PRESERVATIVE-TREATED CEDAR SHINGLES W/6" EXPOSURE Ix IPE FACE TRIM _ ' - TYPAR BUILDING PAPER ' 11 -- - 1/2" CDX PLYWOOD SHEATHING FOUNDATION WALL SYSTEM 6; j �\ 2x6 DOUGLAS FIR STUDS AT 16" OG R-23 (35") CLOSED CELL SPRAYFOAM INSULATION (2) 2x6 PRESSURE-TREATED SILL I ___ \\ 1/2" MOLD-TOUGH MOISTURE-RESISTANT GYPSUM WALLBOARD 1/2" DIAMETER ANCHOR BOLTS AT 6'-O" O.G. AND AT \ (ADD 1/2" THIN-SET-PLUS CERAMIC TILE AT DESIGNATED LOCATIONS) END OF EACH SILL PIECE WITH 8" EMBEDMENT SOLID MAHOGANY TRIM,CLEAR-FINISHED SILL SEALER \\ ALL EXTERIOR TRIM TO BE COMPOSITE (AZEK OR APPROVED EQUAL), TYPICAL FOUNDATION WALL: PAINTED (2 COATS) 3000 PSI CONCRETE AT EXTERIOR PASSAGEWAY: ( #5 REINFORCEMENT UNDATGONTIION NULOUS AL TT \-::::>-,.......i.„...„.......„ 1x6NOVELTY SIDING (COMPOSITE OR CLEAR CEDAR),PRIMED (ALL SIDES) TOP AND BOTTOM OF WALL ANDPAINTED (2GOATS) 2x4 FORMEDKEYWAYW/CONTWATERSTOP12"D 3000 PSI CONCRETE FOOTING I — EAVE/RAKE CONSTRUCTION TYPICAL PVC FOOTING DRAIN SURROUNDED BY I' MIN -�_ (PI3/4"TCH GRAVE TODRAL WRAIN) PPED IN FILTER FABRIC - -- -- -- -- - - - --- - KNIFE-EDGE RAFTER W/2x NAILER AT SOFFIT (4) 14" LVL BEAMS COPPER DRIP EDGE SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION � ICE 4 WATER SHIELD UP MINIMUM 48" FROM DRIP EDGE ----- - � tr - t �; -- - -- - - --- - - Ix4 V-GROOVE CEDAR SOFFIT INCLUDING PORCH CEILINGS (CLEAR-FINISHED) SLAB SYSTEM V� �___ ____� __-_ _� `1 � i 1 1/2" CONTINUOUS EAVE VENT W/STAPLED BLACK INSECT SCREEN I COMPOSITE (AZEK OR APPROVED EQUAL) AND/OR CLEAR CEDAR FRIEZE,PAINTED 4" 3000 PSI CONCRETE WITH FIBERMESH - Iiirr OR WELDED WIRE MESH _ _ - SHED DORMERS 2" SAND OR GRAVEL � 6 MIL POLYETHYLENE MOISTURE BARRIER I EAVES KNIFE-EDGE RAFTER W/2x NAILER AT SOFFIT COPPER DRIP EDGE MINIMUM 8" LAYER OF 3/4" CRUSHED STONE - ---- }I -`__ - ICE 4 WATER SHIELD UP MINIMUM 4S" FROM DRIP EDGE 5/8" PRE-MOLDED FILLER AT PERIMETER , 1-- III Ix4 V-GROOVE CEDAR SOFFIT(CLEAR-FINICHCD) 1 1/2" CONTINUOUS EAVE VENT W/STAPLED BLACK INSECT SCREEN II_____i5 ` L. I RAKE COPPO (DRIP EDGETE(AZEK OR APPROVED EQUAL) TRIM,PAINTED C_---_ - -- - - -- - COPPER STEP FLASHING UP SIDEWALLS MINIMUM 12" I LOCATE DRIER VENT AS SHOWN ON ROOF PLAN i , I! , � ii:1 Vag"ORM I\ PROJECT: \' :Ar/ /�,, u t i t u s N `a ,,,,,0 �' BOX 785 OLD LYME FA _ t, CONNECTICUT 06371 THE ®ATH �! E N d 860 227 1169 if%' r ul t �'' ' '' -1 H RI STIRLING HARBOR MARINA ':., CHRISTOPHER ARELT, AIA '�'�`�����i `� l 0. �' ARCHITECT GREENPORT, NEW YORK ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/14 P . 1 OF 13 i RAIL, COLUMNS cl/ / 11" / 1/2" DIAM STAINLESS STEEL SUPPORT ROD ---2 1/2" DIAMETER CYLINDRICAL AT MIDSPAN(SIMILAR AT BASE RAIL) ( MAHOGANY TOP RAIL (CLEAR-FINISH) 3/4" GAP 2'-9" ROUGH 10" 1/2" N \ --HDWD SUBRAIL (PAINTED) W/RADIUSED TOP �, \ /--- - -7-1 /\ \ / ROUGH �\ 4 SAWCUT 1/8" DRIPS BOTH SIDES UNDERNEATH n r �_ M (BASE RAIL SIMILAR) M \ /I\. / \ - `� ,r, C,J , ri-1 .,'\ .c.it . . \ .r. / /\\ _ -. 5/4x B.O. HEADER _____,--<-__ iV-GROOVE SOFFIT +I1'-0" -- / _............m......LET BALUSTERS INTO SUBRAIL AT TOP \ '~ ' R.O. HD HT / 1 +I6'-II 1/4" 'ci � ` 1 1/2" T) / / 11/2" CYLINDRICAL ZINC-GHROMATED ALUMINUM V-GROOVE SOFFIT 1"1" ` \ BALUSTER (NO PAINTING REQUIRED) / 5/4x CASING T.O. PLATE DOWEL BALUSTERS INTO BASE RAIL SECTION AT DORMER RAKE In \ ® tr) SCALE: 1 1/2"=11-011 \ \ r f i _ . \ 1x4 V-GROOVE CEDAR t•, _�—� _ CV ri PO FLASHING 5/4x W/ 1/2" BEAD N M \ — _ I 1/2"xl 1/2" BED MOW \\/ — �_ R.O. HEAD HT FINISH DECK ------ -_ — +/-;i 3/4" SPACE " - (3 7/8" MAX) 5/4x W/ 1/2" BEAD / / _ - r DETAILS AT GUARDRAIL -"-� !f /� TYPICAL FRIEZE PROFILE \/ I/, )iI _ 7 SCALE: I 1/2"=1I-0" 1'42" � _____{'._ COMPOSITE i t-- __ - 1,,ZCOLUMN CAPITAL (FLASH TOP) — CVc R� , ' - 11/4" QUARTER ROUND 3/4" HALF-ROUNID RABBETED COMPOSITE SUBSILL /12"/ W/SAWGUT DRIP EDGE L `� =mom 1 3/4" SHAFT (MITERED CORNERS) -� 3/ , l 6x6 PT STRUCTURAL POST SECTION AT DORMER EAVE _ _ 4 /V - 10" - SCALE: I 1/2"=11-0" \ / / 1'-2" 1 1/4" SCOTIA (q) EQUAL COURSES :\ / 1" AT +1-3" EXPOSURE OSURE EA IN I ll \-1 \ —IL _ II �_ll JL --__II--- ._ I Ix IPE SKIRT 30ARD 10 SISTERED 2x EXTENSION X t 2x6 FLAT AT BASE W/ ,' i RADIUS-GUT(2) 3/4" PWD ' 2x PT JOIST GALV POST BASE FIINISH GRADE (GRAVEL PARKING LOT) AT EA STUD PT PLATE - U cin 0 (-?(5:1 -?(:1 t C� c) I , I U °00 � U ��``�t-ir) (0 -� 0 I tC lii 0 v \-7E 1J CJ \ — 0 aC_7�)r) 0�� '_>0 - - �' \ �' PAINTED Ix LTJ L 7 �- L \ OGEE RETURNS DOUBLE SHINGLE COURSE ,�, 5" TO WALL CRUSHED STONE M / L \ /N.N\ I I _� FLARE END L "' 1" ELEVATION --1 \ o •......________\____. IV STEP FLASHINGL_L < SECTION AT TYPICAL EAVE 6 SCALE: I 1/2":41I-0" Li Ert.--- ELEVATION AT DORMER SIDEWALL /I SCALE: 11/2"=1'-OI' 0 SECTION AT BULLETIN BOARD SCALE: I I/2"=I' ]litall ©2014 nautilus architects unauthorized use prohibited 1:11 �, PROJECT: `- -m-- j7ioq I. E TG # Mti 9 �' Ir ` < ii* Y! 4111 _.1 STIRLING HARBOR MARINA ;t ,,, w...;, ...{; n� ,, CHRISTOPHER ARELT, AIA III '`y ti , • ''' '''1 ARCHITECT GREENFORT NE YORK z\iISSUED FOR PERMIT SCALE: AS NOTED DATE: IO/I7/14D1NG. 8 OF 13 3'-O" -V A 15'-8 7/16" SLAB WIDTH / / 5" 2'-2" 5" ROUGH OPG / / / / 15'-7 11/16" 1 1/2" / FRAME SIZE 1' // \ - .,. `., __ �. , / z \C- —/ _ // / \\ / ._ ,/ w / Or / / / ROUGH OPG / ROUGH OP& / i I NV RS /EQ EQ \ 1\4/ / / 1'-11 5/8" / 1'-11 5/8" \ \ �O \ / 0 FRAME SIZE FRAME SIZEt Cil \ / \ 212 / (■_I■ CLEAR GL \\ / �f \ / / \I "' N rn —� \ / \ / b ' i / / _ / / \ \z N c:::. A :- iall ' ^ \ Z \ / - — / i� c i� -1.- /— _ LL I --� o / \ to / ` \ ` \ / / rn \ \ M / ` / \ / \ I-'-/ \ \` / \". // — — — — --- ---- -- -------- ---- LOEWEN P51O6XX LOEWEN P510606 — — \ \ ® LOEWEN CP4 48-10 _ 0 0 0 0 0 0 2'-10" / / WINDOW 4 SLIDING DOOR SCHEDULE EXTERIOR DOOR SCHEDULE TYPE LOEWEN UNIT NO. OTY R.O. WxH (R.O. HEAD HT UNO) GLASS TYPE STYLE EXTERIOR INTERIOR MUNTIN PATTERN HARDWARE SET SCREENS REMARKS TYPE DESCRIPTION QTY SLAB SIZE WxHxTHK MATERIAL FRAME HINGING CLOSER KICK PLATE THRESHOLD EXTERIOR HDWR INTERIOR HDWR KEYED LOCK REMARKS ® PSI 0606 18 2'-0 3/8"x2'-0 3/8" IMPACT DIRECT SET PICTURE GLAD (WHITE) STANDARD 2141/2H N/A WA SWINGING DOOR I 3'-0"x7'-O"xl 3/4" MAHOGANY PAINT-GRADE (3) 5" STAINLESS YES 55TL (BOTH ALUM H/C SILL SSTL PULL 55TL PUSH YES (55TL) ALL DOORS KEYED ALIKE,TYP; (16'-11 1/4") SOL 3/4" STD O GRADE A (PRE-HUNG) STEEL BUTT (SSTL) SIDES) PLATE 5"H 55TL SURFACE-MOUNT LETTER W • © P51 0606 15 27-5 3/8"x2'-0 3/8" IMPACT M ACT DIRECT SET PICTURE GLAD (WHITE) MAHOGANY 2W/2H WA WA MFR'S JAMB EXTENSIONS CAN ACT SWINGING DOOR I 3'-0"xT-0"xl 3/4" MAHOGANY PAINT-GRADE (3) 5" STAINLESS YE5 55TL (BOTH ALUM H/C SILL 55TL PULL 55TL PUSH YE5 (55TL) CLEAR GLASS PORTHOLE WINDOW W/ 3/4" STD AS INTERIOR TRIM (AT BATHROOM O GRADE A (PRE-HUNG) STEEL BUTT (55TL) SIDES) PLATE 55TL FRAME 4 BOLTS UNITS ONLY): TOTAL QTY OF (4) "C" © PSI 0606 4 2'-0 3/8"x2'-O 3/8" IMPAGT/OBSCURE DIRECT SET PICTURE GLAD (WHITE) MAHOGANY 21N/2H WA WA UNITS 4 (10) "5" UNITS 3 O SWINGING DOOR I 3'-O"x7'-O"xI 3/4" MAHOGANY PAINT-GRADE (3) 5" STAINLESS YES 55TL (BOTH ALUM H/C SILL 55TL FULL 55TL PUSH YES (55TL) CLEAR GLASS PORTHOLE WINDOW W/ (�''(1.-595DL 3/4" STD GRADE A (PRE-HUNG) STEEL BUTT (55TL) SIDES) PLATE 55TL FRAME 6 BOLTS PSI O6XX 2 2'-0 3/8"x3'-8 3/4" IMPACT DIRECT SET PICTURE GLAD (WHITE) STANDARD N/A WA 4 O SWINGING DOOR I 3'-0"x7'-0"xl 3/4" MAHOGANY PAINT-GRADE (3) 5" STAINLESS YES 55TL (BOTH ALUM H/C SILL 55TL PULL 55TL PUSH YES (55TL) 8"H 55TL SURFACE-MOUNT LETTER 'M' D (16'-II 1/4") SOL 3/4 STD GRADE A (PRE-HUNG) STEEL BUTT (SSTL) SIDES) PLATE FONT TBD BY ARCHITECT J PSI 06XX 3 21-0 3/8"x3'-8 3/4" IMPACT DIRECT SET PICTURE CLAD (WHITE) MAHOGANY 2W WA WA 5 O SWINGING DOOR ► 3'-O"x1'-O"xl 3/4" MAHOGANY PAINT-GRADE (3) 5° STAINLESS NO NO ALUM H/C SILL 55TL KNOB 55TL KNOB YE5 (55TL. TEMPERED CLEAR GLASS UPPER PANEL E (7'-5") SOL STD GRADE A (PRE-HUNG) STEEL BUTT 0 CP4 4510 I 1'-2 41/16"x15'-8 7/16" IMPACT PATIO SLIDING DOOR GLAD (WHITE) MAHOGANY NONE STAINLESSEBRONZE 0 SWINGING DOOR I 3'-0"x7'-O"xI 3/4" MAHOGANY PAINT-GRADE (3) 5" STAINLESS NO NO ALUM H/C SILL 55TL KNOB NONE YES (55TL) OBSCURE GLASS PORTHOLE WINDOW W/ (7'-2 41/I6°) SOL GRADE A (PRE-HUNG) STEEL BUTT 55TL FRAME 4 BOLTS CONTACT: NICK BOHLEN, NORTH SHORE WINDOW 4 DOOR,RONKONKOMA,NY CONTACT: NICK BOHLEN,NORTH SHORE WINDOW 4 DOOR, RONKONKOMA,NY OFFICE: (631) 537-6400;CELL: (631) 4105-3E556 OFFICE: (631) 537-6400;CELL: (631) 4105-3856 SELECT DOOR(MFR), 13/4" THK SOUTH AFRICAN MAHOGANY, STYLE IL/IP, WINDOW AND EXTERIOR DOOR SPECIFICATIONS PREHUNG ON 11/4" THK RABBETED PAINT GRADE JAMBS GLAZING SHALL BE INSULATING LOW-E GLASS ALL DOORS SHALL HAVE TEMPERED GLASS MUNTIN PATTERNS AS INDICATED ON ELEVATIONS OR, WHERE NOT VISIBLE, AS DESCRIBED ON SCHEDULE ALL WINDOWS SHALL BE ORDERED A5 INDIVIDUAL UNITS ALL WINDOWS SHALL HAVE SIMULATED DIVIDED LITES TYPICAL EXTERIOR CASINGS SHALL BE 5/4x COMPOSITE (AZEK OR SIMILAR) FIRRED AS REQUIRED TO CLEAR SIDING BY MIN I/8" (WIDTH AS REQUIRED AT GANGED WINDOW MULLIONS, HEAD HEIGHT A5 REQ'D TO EXTEND TO TRIM BOARDS) DO NOT ORDER UNITS WITH FACTORY-APPLIED CASINGS WINDOWS SHALL RECEIVE COMPOSITE (AZEK OR SIMILAR) SUBSILL5 WITH SAWCUT DRIP AND I 1/2" EXTENSIONS BEYOND JAMB CASINGS WINDOW CASINGS SHALL RECEIVE WHITE-PAINTED ALUMINUM DRIP CAPS UNLESS LAPPED BY FRIEZE BOARD OR SOFFIT OVERHANGS PROVIDE COPPER PAN FLASHING UNDER ALL EXTEIRIOR WINDOWS AND DOORS SLIDING DOORS SHALL HAVE MATCHING SCREENED DOORS PROVIDE EXTENSION JAMBS TO MATCH FINISH WALL THICKNESS WINDOWS SHALL BE ALUMINUM-GLAD EXTERIOR(COLOR TBD), WOOD INTERIOR(SPECIES TBD) WINDOW ROUGH OPENINGS ARE BASED ON STANDARD LOEWEN SIZES UNLESS NOTED OTHERWISE WINDOW TYPES ARE INDICATED ON THE EXTERIOR ELEVATIONS SEE ELEVATIONS FOR SWING DIRECTION ON CASEMENT WINDOW OPERATION MFR TO PROVIDE ELEVATIONS OF WINDOW SCHEDULE,DIMENSIONED AND SPECIFIED,AT MIN I/2" SCALE, FOR ARCH REVIEW/APPROVAL PRIOR TO ORDERING ARCHITECT TO SELECT HARDWARE FINISH IN CONJUNCTION W/ INTERIOR DOOR HARDWARE (TBD) 0 2014 nautilus architects unauthorized use prohibited .p = rm./ PROJECT: ti., . � .0,� ARS: Pim' Acr„, '•'," ) 'T �/' BOX 785 OLD LYMEZu T F, AT T F- , _, :: ,-!--11 .A LATH V Et ., I. V ;,', CONNECTICUT 06371 At, ,l :( $,, ‘.,r, 860 227 1 1 6 9 iA - ; 5T I RL I NG HARBOR MARINA k /,; CHRISTOPHER ARELT, AIA ARCHITECT GREENPORT, NEW YORK ISSUED FOR PERMIT SCALE: A5 NOTED DATE: 10/11/14 DING. q OF 15 { x. � /��/ ----? - ,\ \......"------ '\ R-°''' '''*.'T \ \ » LINEAR LED STRIP LIGHT V } STROOMS: RESTROOMS: 2'-0" CLOSER -'`�� ----MAHOGANY DOOR TRIM / 11/2" MAHOGANY FRAME W/ '---------I" MAHOGANY FRAME W/ I/S" RADIUSED EDGES > / / j (MAHOGANY DOORS) j/ MITERED CORNERS 8 EASED EDGES MI ROR GLASS TILE AND STONE SCHEDULE PLUMBING FIXTURE AND L / , _.___-.__ ACCESSORY SCHEDULE �1„ _I. — ; — FL-TL-01 TRINITY TILE PI SINtC - / - _�� `d ; --_--- ! __ 1 '1.•-- 1 -- ., •- E. PORCELAIN FLOOR TILE �, I I _ - MFR: KOHLER SERIES: NEBULA ,l1,1_____A____]1 -_-- - - --_-- NAME: VERTIGYL- COLOR: GRIS UNDERMOUNT SINK \ \ -- - 1=11 I_._____=- —__- 1 - - - - -_ -I 11- . FINISH: POLISHED MODEL: K-2882 / 1 I_ I. -------- - N - - - , - SIZE: 12" X 24" COLOR: WHITE II -,_.-, / --- --_ -,J_ �-� / - N N --.�- _ WALL IG SIZE: I"I I/4" X 13" (BOWL) - N 1 V•1-TL-01 (TYPICAL) Iq 13/16 X 15 5/8 X 6 3/4 `o / 1 2" / N \ -_1 1 (OVERALL) / 11,1 / / - 1 MFR: TRINITY TILE to / / N N NAME: CERAMIC WALL TILE _ GODS: 0031 FAUCET _ N N MFR: SIGNATURE HARDWARE \ _ , / - - / / -_ > -- COLLECTION: BRIGHT NAME: ROTUNDA WALL-MOUNT - IN-TL-01 _ COLOR: WHITE ICE © CA © �' \ \ © *u. n re• © (- N. - 4 I/4x10 _ T / / SIZE: 4 1/4" X 10" BATHROOM FAUCET \ r---------,--- - T ; - N \ -.7\ TYP ALL r- 1 r � / / - SKU: 61161045 � - . � , - - -- - / - ,---- - --- --- i I , _ '� T / / FINISH: CHROME \ - : l_ -' 1 - \ \ WALLS UNO - I ` ' ' ' - N / / ---1-- _-1- W-TL-02 SINK� ONI5Y) 5 SIZE: 61" SPOUT REACH d - - / / / 1 \ - - I. / / MFR: TRINITY TILE SHOP' FIXTURES M ;) — N - I ----.1 - N / L,/ NAME: CERAMIC WALL TILE MFR: KOHLER N - ___ __ 1 I- --- - — r CODE: U126 - I COLLECTION: PURIST / I COLLECTION: BRIGHT MODEL: K-TI4422-4 COVE BASE - — -- - \ \ \ \ m ---_-= 1 I l l ' I 11 1 1 1 1 1 1 1 COLOR: COBALT FINISH: CHROME A ,/ SIZE: 4 1/4" X 4 I/4° P4 TOILET / WALL-MOUN t LV FAUCET P2 B ----- 35TL KICK PLATE,PUSH PLATE, G�- ---UNDERMOUN7 / 17 p1 POLISHED CHROME,ALL EXPOSED GT-01 SOP/� CURB 4 1/4 50 GT QUARTZ TOP $ APRON $ CLOSER 1 1/2" 4 1/4 50 GT SINK PLUMBING (INSULATION AT H/C) © `> MFR: TOTO NAME: ENGINEERED QUARTZ FLUSHOMETER TOILET W-TL-02 GT-OI /1"/ 1 1/2" W-�-02 MFR: SILESTONE NAME: NALL MOUNTED (VANITY WALL ONLY) -/-/ ,/ (VANITY WALL ONLY) 1 1vilY /2"' SERIES: NEBULA MODEL. GT'IOSEY *01 ---//- COLOR: COLOR: COTTON 1 INTERIOR ELEVATIONS AT RESTROOMS 1/4" MIRROR GLASS----- 1/2 COLOR: LYRA FINIS}{: SANAGLo55 0MAHOGANY FRAME ----\ \ t- = \ THICKNESS: 3GM O SCALE: I/2"=I'-0" -- - NOTES: MFR: TOTO \ '�,'7� \ _ 1" I. WALL TILE INCLUDES COVE BASE, r. ' \ o NAME: LOW-CONSUMPTION /8" STEEL PLATE MARINE EDGE WALL TILE \ --O - O - O /4» _ BULLNOSE AT OUTSIDE CORNERS. WASHOUT URINAL BOLTED TO STUD` $ /1 1/2 / I PARTITION SYSTEM -U 2. ALL EXPOSED EDGES OF STONE 1 18 QUARTZ THRESHOLD MODEL: COTTON 1 1 2 _-- GT-0t' PRODUCTS HAVE EASED EDGES. COLOR: COTTON\ �— - - - _ I. 3. REVIEW MAPEI OR EQUAL TILE MAHOGANY SOLID BLKG QUARTZ APRON ---\\ I l" �\ \ .. _ _ GROUT SAMPLE KIT WITH ARCHITECT FINISH: SANAGLOSS TRIM SOLID BLKG . GT-OI \ -. \ :::::::::::::::::::::.:.:.:.:.:.:.:.:.:.:5;.:.:.' __ ::t::.:::::.: TILE W TL OI 2'-6" 1 1 2" t . .\ ---� ��---- -------- - --- $ I/4" MARINE EDGE2 -6" __ INCL COVE PRIOR DI / -�--=_-_ - = _ : `�--_ / / / ::::..,.. � -��" I� TO MAKE SELECTION P6 SOAP t xN ____� \ -'_ (I/8 RADIUS ALL ( :_:_\ BASE TYP ALL WALLS TO GROUTING TILE. MFR: GROHE WALL TILE t t k VISIBLE EDGES) - '"� �„_/ 2 4 4. GROUTING CAULK AT 71LEI5TONE-TO- COLLECTION: STARLIGHT I I-. � UNDERMOUN7 SINK � ORG LAIN FLOOR TILE FL-n-pl DISSIMILAR MATERIALS,TYP= NAME GtImmogi ‘1% \ ;--:;.:, _--- __,.. ,. 2 �... ...... - SOAP DISPENER - I- _.=-:-"s-:•••••-:--:---:].---X- _ ... �::::::: ::::: :::::.:::::::=::::: ': MODEL: 40535 IIII \� +/-1'-6 1/2" 17,14 GAP '- - --.r,��.�.r�.,�u�.�u �.r.,�.w.�.� f .���- .401MgatiMietW�_ ' ____�___ -- --------- - '�=_-______71+-_-_-_- \ FINISH: CHROME " „ GALV STEEL ,� � = �--- -- I/8 xl/8 ROUT \ FRAME / - _ _ \ 1'-10" i i i i i i j -PITCHED CONTINUOUS SHOWER PAN O TOILET PAP@? DI55ER \ \ / r= i i i 1 i I ID MORTAR BED OVER BEYOND CURB MFR: KOHLER MAHOGANY I I/2" OD. POLISHED , '-- - -� i -- J - ' COLLECTION: PURIST WINDOW FRAME CHROME STEEL PIPE WELDED '�'"'""�' --- '0"'"' PLYWOOD SUBFLOOR GEMENTI710U5 BOARD TO PLATE ✓ ANGLE al°1P-- MODEL: CHROME INTERIOR 1NINDOY� TRIM CHROME SECTION AT COUNTER MEN'S COUNTER SIMILA \\\ J 1.5" DIAM POLISHED CHROME PIPE (w/CHROME SECTION AT ll 'A' Q FINISH: CHROME ESCUTCHEON AT TILE WALL PENETRATION), FLOOR �ST-fO!'l�R GURV� c2) ESCUTCHEON0 I --- STRUCTURAL FRAME: 2 AT EA END,W/STEEL PLATE U Pa PAPER TOPEL DISPENSER SCALE: I I/2„=I'-O" SCALE: I I/2'=1-O STEEL ANGLE I.5"x4" BOLTED TO SOLID BLOCKING IN FRAMED SIDEWALLS SCALE: 3"=I'-O” i, MFR: BOBRIGK COLLECTION: TRIM LINE SERIES PLAN Da I LB AT COUNTER NAME: RECESSED PAPER TOWEL DISPENSER SCALE: "=I'-O° OPERABLE PORTION AND WASTE PARTITION CENTERED 24" GRAB 12" MAX. HEIGHT t RECEPTACLE FLOOR ® ON MULLION --,\ BAR ADA 6oa.32 IN DRAIN -_-- 1 T MIN. MODEL: 13-566105 FLOOR / / __-,-_--_ RESTROOM - ---- - - .. . STAINLESS EL - -- - - - - -- - -_ SIZE: -w :1: 3____ R _ _- �--- -----�----------- -----lam,_--_-- ------� ,, ---- =- - '> ' I �---------�]•- ------- �-------- � _- -_: ---� -- --__---1F-11_----- DRAIN \ \ 31 I/b" X 1357E 7 N\ _ _ i /i 36x48 M!N \ ( ill / 36 x 48 MIN I > O" 'l \ .-1--- -- O Q NAND DRIER O p-� pl 5 CLEAR SpAGE CLEAR SPACE 12 P7 1 0 �-- - PROVIDE o 11 P4 —� O 4a / I ADA el: ADA 60823 I / O O P4 - ii::::) MFR: WORLDDRYERO GR / \ / � O XPIPE w M COLLECTION: VMAX �� BAR PITCH .°) I I \ O ° \ o j M INSULATION --1 �� NAME: NIGH SPEED VERTI- PITCH ° o a 1(4 \ ) ( o ,t, GAL HAND DRYER / ,; 1 / - `r o o a a 8" MODEL: V-614A �\ 1 1 "1/2" STEP MAX - -I E_ J -- I/2" STEP MAX '° j I o G COLOR: WHITE • m N /MIN./KNEE \z » " " J I SIZE: 13 X26.25 X1.25 (,)`• � I I I ADA 3033 I -A. r a- I --- 0 I ADA 3 TE 1 _ �._. "J I I P3 I P3 I I ® CLEARANCE _/ 24" GRAB I O 1 O ` _ j I \ \ \ \�' 4> BABY GHANSINS TABLE GRAB I \ /` ` - BAR - �� i 1 I / MFR: GLOBAL INDUSTRIES BAR �1 56 x 60 MIN. I \ I 56x60 MIN. 'Co 11" MIN. 6" MFR NO: 1W1237622 CLEAR SPACE CLEAR SpA TOE CLR. ITEM NO.: 1012 ADA 604.3.1 I IJ I ADA 604.3.1 ADA 306.3 MAX. DEPTH _ RESTROOM - - COLOR: LIGHT GRAY • /^�. „ / I Y r, - -, I W, ADA 306.3 J 4 MAX. _ _ - — -- — — \ _ , HANDICAP LAVATORY HAND—DRIER SIGN SIZE 35 v8"X20 3/8"X 22 1/4" WALL-MOUNTED ADA 604.8.1.4 TOILET \ � 1- O u.__.� ;" U C5' -.u' O 3'-0" MIN 44:1 36GRAB BAR OP4 _--- �' PITCH PITCH / P4 '� " MFR: KOHLER ° ) ( ° O 1 1/2 DIAM GRA:NB,AR1 QUARTZ GAP7-- io ADA 604.5.2 " COLLECTION: PURIST GT-OI 1 �_ © O ° j / MODEL: K-118610 o� 1 \ 47 MIN. / X12 MAX.° �� \ v \ O_ _--i) \ /12 MIN. 24 ADA so4.5.1 ADA 604: .t FINISH: STAINLESS STEEL - PARTITION SYSTEM ) O O / --- - PARTITION SYSTEM x ADA 604.5.2 ADA 604.5.2 SIZE: 36" <> 45" GRAB <(> \ (7e I T '-- • \ p, ;-__, N MFR KOHLER I_ i I COLLECTION: PURIST Op4 PITCH r ) ( PITCH 'N I \ c TPD MODEL: K-118610 \ 0 1 2" 5 1 2" __ . \ M _� FINISH: STAINLESS STEEL _ i PV _1 \ PORCELAIN TILE / ( / PORCELAIN TILE SIZE: 48 FL-TL-01 / / (' \ - -- f' \ ) i FL-TL,-01 1 $ p5 -� (F5)/ \fr., O 1 ( 1 -. \ I x a O PARTI'TIdN WALL SYSTEM SEE FLOORING y 5+{0Y,(ER SEE FLOORING v - to .- O PLAN FOR LAYOUT CURTAIN P3 O �) PLAN FOR LAYOUT (- - - : I 1 MFR: BRADLEY CORP. 1) \- ( SHOWER 14 4, 1'-6" N \ SERIES: 'i00 SERIES rf / MAX �_g�� MOUNTING: FLOOR-TO-CEILING '' n 116-18" FINISH: STAINLESS STEEL SINK PI , -- P1 h- HAND DRIER 50 x E CLOTHES/ " `--- LINEAR FLOOR DRAIN I ! \ ADA 604.2 ADA 604.7 LINEAR SHOWER DRAIN O HOOK / 3'-0" / (CONTINUOUS UNDER PARTITION) I I _ - - H/C WATER CLOSET: H/C WATER CLOSET: MFR: INFINITY DRAIN _ FRONT VIEW SIDE VIEW MODEL: S-TIFAS 65 FAUCET 30x48 MIN. 1 I i I P2� CLEAR SPACE I I I I —I _-- ----__-__-- -URINAL FINISH: STAINLESS STEEL \ FAG / BABY -- -- I r - -- — PB ACC ES S 13 LE MOUNTING HEI HT 50AP DISPENSER - 1 O n � SIZE: SITE SIZEABLE Pb \\� CHANGING I I I <> �j STATION I 1 10 I i PS QUARTZ GOON i EK NOTES: iv i I I I I W/MARINE EDGE 1. PROVIDE SOLID BLOCKING FOR ALL GRAB BARS, PARTMONS,AND 30x48 MIN. Ao" . CLEAR SPACE PAPER Te J —I I — L GT-01 2. REAR GRAB ABAR CCESSORIES INFLOORS, BE 24" WHERE WALL SPACE DOES FAG 305.3 I I I NOT PERMIT A LENGTH OF 36" DUE TO THE LOCATION — — — — — DISPENSER" -- �_= J ® \ O C Of A RECESSED LAVATORY. . 5---1--,o i NV 8 . LJD I. NY I I - O ©2014 nautilus architects unauthorized use prohibited N . I L_ - - - PROJECT: . .0 \ 41 C Nautilus �U --, I � *.i..-77' ; R �/�L� BOX 785 OLD LYME 11 05,I �� 1 ( 1,; • �, CONNECTICUT 06371 THE BOATHOUSE . t - �' 1 O �E ` << , e. k' 860 227 11 69 I; ;` -'- , STI IRLING HARBOR MARINA ENLARGED PLAN AT RESTROOMS '--- --______M__ �, _ CHRISTOPHER ARELT AIA \ Ijj 1, \ GREENPO - - -- SCALE: 1/2 -O — - ,� z l �,, RT, NES YORK ARCHITECT o ® ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/14/ DING. 10 OF 15 4 EQ UPPER CAB DRS (2 EQ CABS) W/KEYED alli LOCKS;ALIGN W/(27"W) APPLIANCES BELOW 1 _ LAUNDRY: LAUNDRY: --------- Ix MAHOGANY TRIM 1x4" MAHOGANY TRIM CLOSER 1'_6- TILE AND STONE SCHEDULE APPLIANCE SCHEDULE \ \ 1 4 MRGWB SOFFIT 1 )03/4" \ 4 FL-TL-0I FLOOR AI WA5!$R i MFR: ELECTROLUX to 7 \ 7 �\ \ \ NAME: POIRGELAIN FLOOR TILE NAME: ::: 1 WASHER GCHROME CLOTHES G ` // \ _ 0L % < \ }� / \ } \ — �:, / CENTERED ON RAIL, 'PI' / \ 1x4" MAHOG CAP RAIL FINISH: POLISHED COLOR: STAINLESS STEEL" SIZE: 38HX2'iWX2"iD 8" 8" 4" 4" 8" 8" 8" EQEQ 8" 8" EQ EQ 8" SIZE: 12" X 24" / i i _ —— + / / / / / / / / / / (#111N f / / / / • / f f / - . -- \ -. l ---\. \ ra - / — i ® 0 c� _ \ ® I W-TL-0I WALL A2 PRIER / - - \ w 1 i- - I _ L -1- / MFR: TRINITY TILE O - - .a- . N 7 7- I I T \ NAME: CERAMIC WALL TILE MFR: ELECTROLUX /- - - - r --\ -' ^ I Ell , - - \ CODE: UOaI NAME: XXX ( -T I 1- I �I_ 1 1_ -- �� Z , ` \ COLLECTION: BRIGHT T COLOR: WHITE ICE \ 0 O / j_T X 1Q ! �- -�`� �- T 1 _ \ - - / SIZE: 4 I/4" X 10" COLOR: WHITE I `�\ I � a T---1__I SIZE: 38.25"H ---- I 11 7 - - • (i_-------- / \� / Ell \ / GT-0I GOUNT&ZTOP T_ `' - I 111111111111a11111111 -- OPTION:- - ---- I ' \ \ �_1 =� BUILD OUT BAGKSPLASH/410) 1 .1 1-__�-Z y - I l ' T zt -I -I 1 / MFR: SILESTONE �_ \\ // /______ CABINET REAR WALL TO CREATE �1 i -I I 1-_ I `- 1 • \ - / NAME: ENGINEERED QUARTZ ADDITIONAL GHASEWAY FOR / SERIES: NEBULA � =- DRIER VENTS, VENT STACKS, ETC ; I- 1--- - T- i. 1--- -_L --\---- -- f ` COLOR: LYRA \ AI Al O A2 / ___I l _I I T ;--- \ MEI / THICKNESS: 3CM A SILESTONE COUNTER J / 13/8" LOUVERED DR B 4 I/4x10 CERAMIC TILE G I W/ KEYED LOCKABLE HANDLE / COVE BASE TILE, TYP T-0 W-TL-01 INTERIOR ELEVATIONS AT LAUNDRY DRIER VENT O i (EXITS AT DORMER SIDEWALL, SCALE: 1/2"=11-0" I SEE DORMER PLAN) I © I NW 3/4" 1.-s" 1/4" SHIM SPIIACE FINISHED CLG -� I .s' I I TMRIIHOGANY / 4" f 14'-10" _ / 2'-5 1/2" 2 1/2" g'-s" 2 1/2" 2'-5 1/2" / ��`-\ JJ 1/2" IN / II if / WALL TILE // " , Nv / / / to SLOTTED SSTL STANDARDS -------- N\— I \ MAHOGANY f �I —�- , 3/4" ADJ SHELF (2) - = DOOR FRAME I WASHER o \ WASHER DRIER DRIER 1 ,Li,' "�*� 1 1 -= — — - _ INTERIOR DooR TRIM Ai o I Ci. - - -- ® ti^ _ SCALE: I I/2"=1'-0" 3" 2'-2" 1/2" �2 1/2" AM �, - - Irk X 24" / _ MR GM If---- ( LI 1 IN FLOOR DRAIN -- MAHOGANY - - DR CASING - - 0/ \ --- -- --- \ I — - .-r-: - - MAGANY i RAILHO - - ,`� - - \` I2x24 PORCELAIN TILE - PLUG MOLD ��-r�� \ \ (NO OUTLETS t FL-TL-0I \ IN BACKSPLASH) D ___1 Q -BEGIN TILE LAYOUT ® `- IN\ Mr (CENTERED WHOLE TILE) \ - UNDERGABINET \ \ \ ";` LED STRIP LIGHT - 1 ENLARGED PLAN AT RESTROOMS ..„.. 0 `<: TILE BAGKSFLASHIII - SCALE: I/2 I'-O" t '• `-, I 1 CABINETRY NOTES CABINETRY FINISHES \ - - - ---- i - _ - I. ALL MILLWORK TO MEET OR EXCEED KITCHEN, COFFEE, LAUNDRY: ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE: QUARTZ COUNTER 2. ALL AMERICAN ABINET DOOR HARDWARE TPREMIUM EUROPEAN HINGES WILSONART(MFR),HONDURAN MAHOGANY (COLOR), \ -- c \ I BY BLUM HARDWARE OR APPROVED EQUAL FINE GRAIN FINISH WITH AEON,GORE #'lg56K-78 ' T \\ 3. ALL DRAWER HARDWARE TO BE BLUMOTION SOFT-CLOSE \ r- - - - - - - - - - -- - -- -- . -- .-_ _. 1 (PROVIDE SAMPLE FOR APPROVAL) UNDERMOUNT BY BLUM HARDWARE INTERIORS TO BE MAPLE VENEER SOLIDS AND VENEERS d \ _ - I I ` 4. REVIEW PAINTED/NATURAL SURFACES WITH OWNER PRIOR `� I I TO FABRICATION N CONSOLE,DESKS: 5. SUBMIT SHOP DRAWINGS, I I/2"=1'-0" MINIMUM SCALE, ALL EXPOSED SURFACES TO BE 1^100D: a- \ I-..- -_ -1 FOR ARCHITECTS REVIEW AND APPROVAL (14 DAYS HONDURAN MAHOGANY SOLIDS AND VENEERS MINIMUM) PRIOR TO FABRICATION;DRAWINGS SHALL REPRESENT (PROVIDE SAMPLE FOR APPROVAL) =- I ALL EQUIPMENT, APPLIANCES,PLUMBING, ELEC/LIGHTING, DUCTWORK, INTERIORS TO BE MAPLE VENEER SOLIDS AND VENEERS I_ ___ _ __ _ J HINGING,CLOSURE,OPERATION,AND OTHER, AS AFFECT DESIGN. ✓ \ I 6. MILLWORKER TO PROVIDE SHOP FABRICATION 4 FINISHING, WOOD FINISH TO BE CLEAR SATIN CONVERSION VARNISH WASHER/DRIER I AND FIELD INSTALLATION OR CLEAR SATIN CATALYZED LACQUER 1. ALL CABINETRY TO BE FIELD-SCRIBED TO (SUBMIT FINISH SAMPLE BOARD,MINIMUM I' SQUARE, \ - I SURROUNDING SURFACES(FLOORS,WALLS,CEILINGS) FOR REVIEW,SELECTION 4 APPROVAL) 8. ALL MILLWORK TO BE SANDED AND CLEANED, SHOP-PRIMED WHERE I APPLICABLE, AND SHOP-FINISHED -d- I ' . MILLWORKER 15 RESPONSIBLE FOR FIELD-VERIFICATION OF \ - ALL DIMENSIONS 4 (TRUE) CONDITIONS PRIOR TO FABRICATION 10. MILLWORKER IS RESPONSIBLE FOR COORDINATION WITH CONTRACTOR OF BLOCKING AS REQUIRED FOR I INSTALLATION `� I II. MILLWORKER 15 RESPONSIBLE FOR COORDINATION OF CABINETRY DESIGN W/ SPECIFIED EQUIPMENT,APPLIANCES, PLUMBING,ELEC/LIGHTING, DUCTWORK `r \ 12. STANDARDS AND CLIPS AT ADJUSTABLE SHELVING BY KNAPF 4 VOGT °\ OR APPROVED EQUAL IS. CABINET DOOR AND DRAWER PULLS SHALL BE MORTISED METAL PULLS, PROVIDE PER-LOCATION AND TOTAL ALLOWANCE NUMBER IN QUOTE I to I I I ©2014 nautilus architects unauthorized use prohibited \ J 1 P4g PROJECT:SECTION AT LAUNDRY - -� �.0 � C� AR� N a u t lio./ u s n , " ',Cr' `jF{E .:/ �\ 60XNE OLDL371 THE BOATHOUSESCALE: I I/2 =1-O .O ti ' ,` CONNECTICUT 06371 , , _ , , ;�.' ,7,, ...,,,;.,„,,,, 860 227 11 69 ICt : "`a�,r '�, STIRLING HARBOR MARINA It 1, . V c ,, /, CHRISTOPHER ARELT, AIA ?�.,, _ t.c -. t , ' GREENPORT NE `��^F� ,�,0 99,��, ARCHITECT NEN YORE r\ ISSUED FOR PERMIT SCALE: A5 NOTED DATE: 10/11/14 DWG. II0 1 I3 - MAHOGANY VNR TYP CLOSER 1 1/2" 1 1/2" 4 C ---- --------, - /\ `►-,-r' I,----- s'=-=-1 I ------ -----------r-'' - ' — ----- - q r _ _ I _ - — i,_ _.-�. i- IIS -- -- ----- ----- - r / /. .\ / --- - --- __—'—il d I, 1 I J I I III \ 11 i !r t 1 i — — _ OPEN SHELF _.. _ - / / / / \ N \ - 1 s -- ri - (VNR BACK PNL TYP) -r_,-- ! \ , 11n 1 1 L I; d _ 1 < i __„.., __ , il____ ____ o - -- f ----- — \ N / \ \ . _ . ------r-___L-_,_ .„._ -----1______ .I 3/4 OP1- SHELF SHELF--- --- �-_-__- - --- � 11 BULLNOSE TILE (ALIGN W/UPPER - N N N N / \ GAB CARCASS) N OPEN SHELF =-= ill --� ( N./ \ : ' ' C=1 C -� 1 1 li 1 1 _ _1__ 1 1 1 1 1 1111111111 FLAT SCREEN TV \ I � i, 1 1 1 �-1 ( I I 1 1 \ 1 1 1 1 1111111 1 GWB GM T� �-- - 1I - I 1 I T 1 I 1 1 1 1 I \ '�'= 2'-Q" �I OUTLETS IN BACKSPLASH 1 1111111111 1 > 1 I I I 1111111 — ----MORTISED PULL L -- — — " GWB I 1 I 1 1 1 I I 1 I o / I I 1 1 I 1 I_ 1 1 1 - i I1 I / �� ` \ - �--- BACKSPLASH ENDS --- 7 r. - / I o o = DWRo -_� o -- _l c� / o / � = = I : o OPEN ` GAB W/ �� ! \ / 1 \ �,-r GAB W/% ti ADJ SHLVS > to to PENCIL DRAWER < < > / ADJ SHLVS �, I BASE RETURNS N VNR BACK PNL � / / INTO TOE \ i. y • \ / I 1 TOE KICK [ ] r- / \ U \ [_l F 1 I i I A 9'-3" ,' \ lx MAHOGANY BASEBOARD B JI`- C I 3 EQUAL--- FULL-DEPTH ,l, INTERIOR ELEVATIONS AT LOUNGE (No TOE KICK)BASE IN BASEBOARDELEC OUTLETS "TYP LOUNGE LOUNGE 411) TILE AND STONE PLUMBING 1=IXTURE AND SCALE: I/2"=I'-O" MICROWAVE SCHEDULE APPLIANCE SCHEDULE 4 EQUAL " 14/ GT-OI COUNTERTOP AI REFRIGERATOR i �� MFR: SILESTONE MFR: LIEBHERR \ /\ / / Gy,lg [\ / NAME: FULL REFRIGERATOR \ ~--J NAME: ENGINEERED QUARTZ / \ / \ _ MODEL: R-1410 / N SERIES: NEBULA / \ / \ / / COLOR: LYRA SIZE: 24'WFINISH: I X NLE25 STEEL2"D X 81"14 / , \ / THICKNESS: SCM X > I o \ f--__- GWB _ • SINK \ / \ / ( W TL-03 WALL \ / \ / I MFR: SIGNATURE HARDWARE �_ MFR: TRINITY TILE �, NAME: ZERO-RADIUS STAINLESS I =\ NAME: CERAMIC WALL TILE I 1_ �- ._1---1-1-1-17-[ 1 - 1 -- liltl_- _ 1_ 1_ __ 1 _1_ 1 _1 1 I STEEL UNDERMOUNT SINK U00 , 1 1 T I I I T f 1- 11 -L 1 [ -T 1. 7 147 CODE: )CXXX SERIES: EXECUTIVE __1COLLECTION: BRIGHT FINISH: STAINLESS STEEL I I 1 I I I I I ��T_� i IL 1 1__ I.1 rl E— —� r1 " COLOR: WH ICESIZE: IS" X I " MAHOGANY ITE ZE 3 (BOWL) I I I I f I I 1 I I I I -1 1 )_ 1__ 1-__I__-_Z I I II TRIM SIZE: 3 X 6 20" X15" X 10 I/2"D I I. I I l I I III I [ [ I l T 1 I 1 1/2" (OVERALL) = I , o 0 0 --1N GWB t t o t r= r--IN o r� FAUCET GWB \ / \ / \ �� �\ MFR: SIGNATURE HARDWARE TRASH NAME: MOTES SINGLE-HOLE PULL- PULLOUT > DOWN KITCHEN FAUCET -7 \ / / N / 1/8"x1/£3" ROUT FINISH: CHROME V / ., - - 1/ SIZE: q I/2"H t / - - - O REFRIGERATOR / W H OW N1�2AME17 E p''2 MICROWAVE 3/4" 1'-6" / 1'-11° / 1'-6" 3/4" NAME: BUILT-INAID MWOVEN 3/4" 1'-0" 1/4" SHIM SPACE 10 3/4" / INTERIOR WINDOW TRIM CODE: KCMSI655BSS FINISH: BLACK/STAINLESS STEEL __� FINISHED GLC - -- SCALE: 11/2"=11-0" SIZE: 21 3/4W X 1341 X Il 1/4D ® I_ a- \ --- ---- ----- -.- \ \�*--\------ ...--- ADM: INCLUDE BUILT-IN TRIM KIT BUILT-IN / J `N O MAHOGANY MICROWAVE<>, AI REFRIGERATOR ____% - -- i - - SLO t 11=V 55TL ;5 i A BARDS \ / DOOR FRAME \ \-1 ; --1 —� - 1- \ - (SIM AT LWR GAB) \- ii `.�y__.• / ' 3/4" ADJ SHELF (2) - ' b j I (SIM AT LWR GAB) � - 1--A = I \ / J 1 1- \ t �. r '° LAPTOP �--- 0 - -- - J z \ GWB /11 i - 1 �'� 5/4x MAHOG / 4" /1/2" a- 2'-0" k_ 0 1___I INTRIM SINK ! ; 1 QUARTZ COUNTER j i � INTERIOR DOOR TRIM / \ SHELVING, 1 ilk _ r (NO OUTLETS N WINDOWS ' GT-0IDESK - �, ® AM ® 1'-9" �\ Ci- IN BACKSPLASH) S. SCALE: I I/2"=1'-O" \ O 0 ® UND>ERGABINET ` -\ FAUCET - LED STRIP LIGHT - -- � \/\ • ___I iA OPEN CHELF: IX BACKSPLASH WITH CENTERED MAHOGANY ALL BLACK DUPLEX OUTLETS ___1 QUARTZ COUNTER - TILE BACKSPLASH N ® EXPOSED �- \ DECORATIVE \ l SURFACES I "� - , - `. MAHOGANY COLUMN \ 0 \ x \ \ -- Iv i ( L__ I 3/4" PREFINISHED MAPLE DWR BOX N� --;\ i ® //' \ \ Ju PREFINISHED MAPLE DWR BOX "�' 3 " •.``-..-,�, -\ UNDERGABINET t _1 /(fi(� LED STRIP LIGHT Jam- —�/� �-ter SLOTTED 55TL STANDARDS �\ 4'-8 1/4" I IX BACKSPLASH WITH CENTERED (SIM AT LWR GAB) 1/41:4-:::::44" / ® ® , O _ BLACK DUPLEX OUTLETS - \ 3/4" ADJ SHELF (2) _ MAHOGANY DESKTOP R-4:\ - (SIM AT LWR CAB) I - I tJ. - �- - L --- f \ x \ \ - - I I O ;� - - - _ _ _ - I —� PREFINISHED MAPLE MR BOX 'lo iv = I Q -1 _,J L _ - - I I " MAPLE VNR INTERIOR, TYP -_--\/` — 3 / N \/` \/` 3" - — I MAHOG BACK PNL z \ Fr— ®SIMILAR i1:1 dX X ler DESK \ \ f \Ini \V --ci -\ �\ QUARTZ COUNTER ®' \ \ I T / SECTION A KITCHEN EN CABINETRY SECTION AT DESK AND SHELVING 41 SECTION AT TV CONSOLE i 107 ✓ SCALE: 11/2"=1'-O" (COFFEE BAR SIMILAR) SCALE: I I/2"=1'-O" SCALE: I i/2"=1'-O" r - TV CONSOLE 1/2" _` ©2014 nautilus architects unauthorized use prohibited �" i LAPTOP � A, " 1/4 55TL COLLAR 1 FLAT-SCREEN TELEVISION ABOVE :616, r /001) PROJECT: ,�� , i�( I X\ ) .w N a u t i l u s -----1----------4---/ 4--- t— Lt-',L— -- — _ L THE BOATHOUSE r nn ,\ 7! - -- - --- - L - -- - - \ j ` 6-�pi \� BOX NE OLD L371 or� „; r" A �i CONNECTICUT 06371 -- N. ®,, ,\��' - /A� 8 6 0 2 2 7 1 1 6 9 i \\.. \\-_���/ B B $ $ B -� I/4" 55TL BASE PLA , co '1' \ i O O L O O O (MATCHING TOP PLA )1 <: 1 C STIRLING HARBOR MARINA 41) ENLARGED PLAN AT LOUNGE ® __; ry ROUND-HF�D 55 l'='serEw �;``�° CHRISTOPHER ARELT, AIA "- '_ " PLAN SECTION AT COLUMN AT 45d POINTS (8 IOTA - - r ARCHITECT GREENPORT NEW YORK SCALE. 1/2 -I O , /� L_ b ,� Cf?)) qq- SCALE: 11/2"=1I-0" �• .. 029g�ZN..r.'s:'/ ` �' ISSUED FOR PERMIT SCALE: AS NOTED DATE: 10/11/14 DWG. 12 OF 15 -- — I J_=_--J I - -- I - - -JL ____{1117-----11 II- -- II II-----j J1- 1. . J1- _ :IT-- - ,i 11-- _ J 11-= ILII---711 —_ — _ ___ -__ --_�❑ — — .I 6'-6" 5'-7" I 3'- / 2" 5'-10" 6'-0