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��o�QguFfQ(,f�dG� Town of Southold 8/30/2017 P.O.Box 1179 o - o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39182 Date: 8/30/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2230 Cedar Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 22.-5-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2005 pursuant to which Building Permit No. 38962 dated 6/12/2014 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: one family dwelling with unfinished basement front and rear terraces covered front porch, second floor balconies and attached two car garage as applied for. The certificate is issued to Goros,Aleko of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0162 8/22/2017 ELECTRICAL CERTIFICATE NO. 38962 11/5/2015 PLUMBERS CERTIFICATION DATED 9/16/2015 ��lumbin*,Heating A t ed Signature d ' g�FFat TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE a. • 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#: 38962 Date: 6/12/2014 Permission is hereby granted to: Goros, Alex 201-20 23rd Ave Bayside, NY 11357 To: Construction of a new single family Dwelling as applied for . Replaces BP #37311 At premises located at: 2230 Cedar Dr SCTM # 473889 Sec/Block/Lot#22.-5-16 Pursuant to application dated 6/12/2014 and approved by the Building Inspector. To expire on 12/12/2015. Fees: PERMIT RENEWAL $839.70 Total: $839.70 Building Inspe r TOWN OF SOUTHOLD �o copy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37311 Date: 6/20/2012 Permission is hereby granted to: ALEX GOROS 201-20 23RD AVENUE BAYSIDE, NY 11357 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES EXPIRED BP # 35579 At premises located at: 2230 CEDAR DR EAST MARION SCTM # 473889 Sec/Block/Lot#22.-5-16 Pursuant to application dated 5/25/2010 and approved by the Building Inspector. To expire on 12/20/2013. Fees: PERMIT RENEWAL $839.70 Total: $839.70 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35579 Z Date MAY 25, 2010 Permission is hereby granted to: ALEX GOROS 201-20 23RD AVENUE BAYSIDE,NY 11357 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES EXPIRED BP # 33247 at premises located at 2230 CEDAR DR EAST MARION County Tax Map No. 473889 Section 022 Block 0005 Lot No. 016 pursuant to application dated MAY 25, 2010 and approved by the Building Inspector to expire on NOVEMBER 25, 2011 . Fee $ 1, 679 .40 f <70 9" 4a2 Authorizz,ed ignature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33247 Z Date JULY 16, 2007 Permission is hereby granted to: ALEX GOROS 201-20 23RD AVENUE BAYSIDE,NY 11357 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 31199 . at premises located at 2230 CEDAR DR EAST MARION County Tax Map No. 473889 Section 022 Block 0005 Lot No. 016 pursuant to application dated JULY 16, 2007 and approved by the Building Inspector to expire on JANUARY 16, 2009 . Fee $ 1, 679 .40 Authorized Sig atur COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 9 Z Date JUNE 14 , 2005 Permission is hereby granted to: ALEX GOROS 201-20 23RD AVENUE BAYSIDE,NY 11357 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2230 CEDAR DR EAST MARION County Tax Map No. 473889 Section 022 Block 0005 Lot No. 016 1 pursuant to application dated JUNE 1, 2005 and approved by the Building Inspector to expire on DECEMBER 14, 2006 . Fee $ 1, 679 .40 thriz d ignatur COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Q zDate. New Construction: 2 Old or Pre-existing Building: (check one) Location of Property: (yL a NO C(J , t-w 1�\)`V House No. Street Hamlet Owner or Owners of Property: 0 Suffolk County Tax Map No 1000, Section v''� Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: � (check one) Fee Submitted: $ c� Applicant Sig ore sov��® Town Hall Annex f �® l® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CP ® �� roger.riche rt(a�town.southoId.ny.us Southold,NY 11971-0959 �` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Goros Address: 2230 Cedar Drive City: East Marion St: New York Zip: 11939 Building Permit#: 38962 Section. 22 Block- 5 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: WIII Do Electric License No: 41133-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st'Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 106 Ceding Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 20 Wall Fixtures 2 Smoke Detectors 5 Main Panel 2-200 A/C Condenser Single Recpt Recessed Fixtures 111 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-200 Switches 94 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "AS BUILT" -"ELECTRICAL SURVEY"- "NO VISUAL DEFECTS" - Yard Lights, 4-Exhaust Fans, 1-30A Cook Top, 1- 40A Oven, 1-Hydro Massage Tub,4-Combination Smoke/CO Detectors, Notes: Inspector Signature: Date: November 5, 2015 Electrical 81 Compliance Form.xls SOUTyOIo Town Hall Annex -Wy Telephone(631)765-1802 54375 Main Road it jr Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q COUNTY, BUILDING DEPARTMENT (J I, �' i TOWN OF SOUTHOLD SEP 16 2015 I' BLDG DEP( CERTIFICATION Date: ge p . Ito aO 5 Building Permit No. J� I Owner: G� t (0 G O P, D 1 I (Please print) ------------P-lumber:----V��----�-1- - `(lf�.�1- ----��\�.��_-'---=_--_---__`_:-:-___-�_ --- ------- - -:- ---- ---- -- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 1694'L day of r, 20 IS TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YQf NO.01 DW6306900 G QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20&" Notary Public, SuArk County 765-186 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: p n n L DATE ®� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ Z] F NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 21ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 67 t DATE �� INSPECTOR SO(/lyo d coUPff'�N b� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '1� [ ]cFOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ,Z INSPECTOR 41 f t r3f so R)t9 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION YFOUN , ION I ST ROUGH PLOG. F NDATION 2ND INSULATION FRAMING STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: �-7 DATE —6 /Of ld9 INSPECTOR— 377-?-q� M9 ba- • �Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJN] FOUNDATION 1ST [ ROU [ ] FO DATION 2ND [ ] INSULATION [ FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: N DATE - INSPECTOR - souryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ;INSULATION GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR S: 57op &Ja�- .�®; C- �rq. , Z,P DATE INSPECTOR SOAg Uryolo �7 UNi'l,0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: °- DATE ,J -INSPECTOR \ OF SO(/r�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION - ' [ ] FOUNDATION 1 ST [ ] ROUGH PL13G.- [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARK . DATE 12 ZZZ INSPECTOR OF SO(/ryolo o�yCOUM'+,0`� / TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.-,, [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI ATION j ] CAULKING REMARKS: t DATE INSPECTOR i Of SOl1Tyo - COY Oct TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING FA MARKS:—� lh4eV �- �.� XV. 4 �r 5 DATE INSPECTOR ��OF SOUjyO cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ]"INULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] CAULKING REMARKS: QtA n. c i 4 DATE ®� �2-11. - INSPECTOR f3f s 0 cou TOWN OF SOUTHOLD BUILDING DEE 'T. 765-1802 'INSPECTION ' ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR 00 G K A DESIGN GROUP . I n c . EMANUEL KAMBANIS R A.•GEORGE KONNARIS ASSOC. 10-64 Jackson Avenue•Long Island City,New York 11101 Tel: (718)729-4100 Fax: (718)729-5707 September 28, 2007 Town of Southold Office Of Building Inspector Town Hall Southold,New York 11971 Re Project: New Two story Residence,permit#-344-Wz 2230 Cedar Drive, East Marion, r'eet u--e �33 a 7 Town of Southold,NY r--2r�d 38 C]C,)— Block: 05 Lot: 16 Section: 022 Zoning District: R-40 Res. Dear Sir: Please be advised that we are the Architects for the above referenced project. In regards to the insulation installed in the walls of the building we visited the site on September 25, 2007 and inspected the Installation. We observed that insulation type R30FB was installed in all exterior walls and framing under balconies. The installation was done according to proper Construction means and methods. Should you have any questions please do not hesitate to call. DA rely U) In K GKA DESIGN G 0�83A?) ®F N 1 1 1 • ' • COMMENTS FOUNDATION (IST) ------------------------------------- FOUNDATION 1 ' -- IWA l ROUGH FRAMING& PLUMBING _ WWWAM.NINA _ INSULATION PER N.Y. STATE ENERGY CODE WeRrij.MEN 0 W0001, ' rr • � _ VZ w, . .M_ ►: ADDrrIONAL COMME�TSJ��,- will®I����- R Mm _moo BUILDING WPARTMENT Do You have or need-the following;'before applying? TOWN HALL Board of Healtli souri'lldf.LD,NY 11971 4 sets of Building Plans TEL: (631)765-1502 Planning Board approval FAX: (631)165-9502 Survey r www.northfork.net/Southold/ PERMIT NO. � � Check Septic Form N.Y.S.D.E.C. d' Examined 20 Trustees Contact: Approved_ ;20 � Mail to:GKA Design GrouR, Inc Disapproved-a/c 10-64 Jackson Ave�Lzc,N.y. Phone:(718)729-4100 11101 Expiration_ .20 r DEC U �; �-APPL4C-, R BUILDING PERMIT Date December 8th" 2004 JUM6 0 UCTIONS, a.This application ST 1 6y ewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate lot la t "'' c_Pr. P . p p o sc �n�, o�iragrto sch dule. b.Plot plan showing 1 o an o 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 uo zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the'permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housin code,and regulations,and to admit authorized inspectors on prenuses and in building for necessary inspections. �4 (Signature of li ant'oft1wme,i==a�Lorporatio n 201 -20 23 Ave, 7ytide,NY- 11360 L (Mailing"'address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OWNER/GENENRAL CONTRACTOR Name of owner of premises ALEX GOROS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l. . Location of land on which proposed work will be done: 2230 _ CEDAR_^. riRIVE EAST MARION, Ny 11Q-49 House Number Street Hamlet County Tax Map No. 1000 Section 022 Block 0 5` "'' Lot` 1`6' Subdivision Filed Map No. - ,.�, j -Lot. (Name) s /. araie existing use and occupancy of premises and intended use and occupancy of proposed coffstructiom \-� a. Existing use and occupancy_ VACANT LAND b. Intended use and occupancy ONE FAMILY HOUSE 3, Nature of work(check which applicable):New Buildiag x Addition Alteration Repo Removal Demolition Other Work 4. Estimated Cost $3 0 0, 0 0 0 Fee (Description) 5. If dwelling,number of dwellingunits 1 (To be paid on Filing this application) Number of dwelling units on each floor If garage, number of cars 2 . 6. If business, commercial or'mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N/A - RearDepth Height Numt-er.of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height • Number,of Stories 't ' 8. Dimensions of entire new construction: Front 50 Rear 50 ' Depth 30 Height 25 ' Number of Stories 9. Size of lot:Front 19 8.4 9 Rear 182.05 1 - ;Depth 265.54 10.Date of 1?urchaseAugust 28, 2001 Name of Former Owner Sideris Pissanos 11. Zone or use district in which premises are situated 10 0-2 4 4 12.Does proposed construction violate any zoning Hing law, ordinance or regulation? YES- NO x 13.Will lot be re-graded? YES NO _Will excess fill be removed from premises? YES NO 14.Names of Owner of premises ' 201 -20 2 3 Ave Alex Goros. dress Bayside,NY11360 phone No. (718) 482-.9467 Name of Architect Emanuel KambAd anis � Address 10-64 Jackso Av 718 729-4 Name of Contractor Alex Goros, Phone No Address 2 01 -2 0 2 3 Ave, phone No. (718)482-9-4-67- 15 718 482-94-67- 15 a.Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES NO x *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO_x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 6.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. Y STATE OF NEW YORK) - SS: COUNTY OF Queen Alex Goros being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CONTRACTOR AND OWNER (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this a plication, that all statements contained in-this application are true to the best of his knowledge and belief; and that.the work will b Performed in the manner set forth in-the.application filed ther ewith:- Swo m to,b lore me this day of b�r 20_ �w Notary ublic Signature of cant cEi�MUDI S Notary Public, ate oANewEYork No.01 FE5080977 Qualified in Riohmond commission Expires I'I 14 il: BILL JOYCE DBA WILL DO ELECTRIC 1368 15 PEPPERIDGE CT. 1-7100/2260 PATCHOGUE,NY 11772 65 Date Pay to the -3 $ La 71 Order of L .]j� ,lephone(631)765-1802 7 d lars T"": Y d own.so(631)76Uino950rd.nV.us ThIS '.,rcco I•alos—tyn Savings':1I1:1'0Bank, I So�nga Bank-Roa—if S�iBank 1 Banks,G"c.hd=Sdta`1,a'C=fty Bank-Wo S—ga Bagsa�•AmTrud Balk Ab For % 1: 2 260 7 10041: 506SOD I S 24P3 •1368 REQUESTED BY: Date: kA Company Name: A Name: License No.: Address: JPhone No.: JOBSITE INFORMATION: (*Indicates required informatio'n) *Name: 2 C',tv-�_-oma *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lo : V *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final) *Do you need a Temp Certificate: YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION -C 82-Request for Inspection Form r' TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET .��-JCS VILLAGE DIST.1 SUB. LOT L-2ft /ex, ©��� m ° r e� FORMER PIER N E ACR. Kiriaki PISS-0005 S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS elita '5 ! �zo�cco 0 d®0 �' -L f 1 ,15 -FI 5 Gt�IOS s S M ioG.4 .17 Gogo sR/�D� Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD r, Meadowland DEPTH . House Plot = a BULKHEAD Total `i Af ' Alk e AV fit r rrii__••... Goosle ear h feet' 600 meters, 200 ��N�SG�J;�, �,��5 e C5� �c��D�� ►3�Se�c�� co Town Hall,53095 Main Road �� Fax(631)765-9502 P.O.Box 1179 ®� ® Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT January 13, 2005 TOWN OF SOUTHOLD Himara Construction Corp 201-2023 d Avenue Bayside,NY 11360 To Whom It May Concern: Please be advised that we are returning you building permit application for construction of a new single family dwelling at 2230 Cedar Drive, East Marion,NY (SCTM#22-5-16) as incomplete. In order to obtain a building permit, your building plans must meet the requirements for new construction in a high wind zone based on the most recent Residential Building Code of New York State. We have included out plan requirements package, which outlines all of the information that must be included on all sets of building plans submitted to this office. We are sorry for an inconvenience this may cause. Please feel free to re-submit the application when your design professional has addressed the above referenced issues. If you have any questions,please feel free'to contact this office at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Respectfull Y s, Autho ' e Si e CC: File .M 4 yl�a �rh, Y METROPOLITAN, BUILDING CONSULTING GROUP, PC ni' lig j July 14,2006 I APR e 6 F417 Mr. Gary Fish 7 Building Department R -"; - Residential Section Head IL- Town of Southold,NY Re: Structural Evaluation and Certification 2230 Cedar Drive Southold,NY Dear Mr. Fish: As per your direction, the Owner of the referenced property retained our company to address your concerns expressed in the enclosed inspection report. Based on your concerns and the Owner's request, a licensed Professional Engineer from our office went to the referenced job site 3 weeks ago for an inspection and evaluation. During the inspection, our Engineer checked the following: A. 'The building foundation. B. Base plates and anchor bolts C. Evaluated the details of the base plate connection/attachment details to the concrete foundation. D. The steel columns. -– E-.--- -The steel-beams,wood 2xi0 12" O.C. &6"r joists supported on Simpson brackets spot welded to the steel girders. F. Wood plates bolted to the perimeter steel girders. G. All the roof rafters strapped to the wood plates around the perimeter at one end, and secured at the ridge other end. In essence, all aspects of the structural connections from foundation to the roof were evaluated&inspected for their integrity. Upon returning to the office, our engineer ran calculations for wind load. Based on our findings,the building can withstand 37.5 PSF force equivalent to 135 MPH wind. Metropolitan Building Consulting Group,PC 304 Hudson Street-nth Floor New York,NY 10013 T.212-995-5700 F:212-995-5241 `j At most locations, out engineer noted the steel members used are grossly oversized for the application. In our professional opinion, the structure of the referenced home can comfortably withstand a force equivalent to what is produced by a 120 MPH wind. If you have any questions,please don't hesitate to contact me directly at 212-995-5700 or by e-mail at Rparikh@,metrogroupny.com. Best regards, IE OF MSjv Raj Parikh,MS,MS,PE co. •- f, � j:� NDgq�G.,� c iso . 21� 0512`L� 9OFESSIOVANV Metropolitan Building Consulting Group,PC Page 2 of 2 pF SO!/j�®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �24C Southold,New York 11971-0959 �ycOUNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE October 19th, 2009 Alex Goros 201-2023 rd Avenue Bayside, N.Y. 11357 RE: 2230 Cedar Drive (New Dwelling) 5CTM: # 1000-22.-5-16 To Whom It May Concern: Please be advised that your Building Permit # 33247 issued July 16th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $ 1679.40: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT G K A DESIGN GROUP , I n c . 10-64 Jackson Avenue•Long Island City,New York 11101 Tel: (718)729-4100 Fax: (718)729-5707 TRANSMITTAL To: Coni Date: December 20,2004 Re: 2230 Dedar Dr. We are sending youX Attached ❑ Under separate cover via the following items. ❑ Drawings ❑ Survey ❑ Invoice ❑ Proposal 0 Copy of Letter ❑ Print Out Other Application, Check and Health Dept. Approval Copies Date No. Description These are Transmittal as Checked Below: ❑ For Approval ❑ As requested Wor your use ❑ Returned for corrections ❑ For your signature REMARKS: Please attach Application with Plans that were sent 12-10-04 for Section:022 B1ock:05 Lot:16. e SIGNED: RECEIVED BY: l 1 11, DEC Z Z 2004 o��S�FFO��co o� Gyp GOD a Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�o1 �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 22 , 2004 GKA Design Group Inc 10-64 Jackson Ave Long Island City, NY 11101 RE: Alex Goros 2230 Cedar Drive East Marion, NY 11939 Before your permit application can be processed you must fill out this form for the Town Clerk. It requires a $10 . 00 fee . If you send it to me, I will process it for you this time . Sincerely, Southold Town Building Dept Connie Bunch r *pF SOUI�,oI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0112- Southold,NY 11971-0959 -lCOUNTI July 9, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Alex Goros 201-20 23�d Ave Bayside NY 11357 RE: 2230 Cedar Dr, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: plication for Certificate of Occupancy. (Enclosed) ��// lectrical Underwriters Certificate. Q-a _ ee of$50.00. anal Health Department Approval. VYIUmbers Solder Certificate. (Ali permits involving ply ing a er 4/1/ 4) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38962 - New Dwelling LO OT. VAC{ Cp 36 265.541 Te el 32 B el 32,9 z I ,- - ' •��SO:, � - � � - el 341 � -��,; .�^,.°�{r�", �i-:� 36 cp SU 111 -9a- 2.8 34 N•83 2 \ \ ei3 EA T _ SEI, MFND \\\ 20 \\ _ co iel 36.2 } �1 PROP DR EC AY ' C Tc el 33 4, 16 0 \ / C PROP. co �\ O �/ ® O O \ CO HSE CQ- el Q \ SUR VE/ OF PROPERTY �s�- �¢c � � e136.4 W ►p ` \ ( 4 eenxo� s c� \� �4_ T_EAS_ _T M__�4_ 1810. - _ - __ - _ OL- T® I/is i_fI OF a.�®U Y _ - _ \ - TC el, 34.2; —SUFFOLK SUFOLK ®4.!/\I T '®�Ei/iV -YORK ® PROP: CQ�50' - C \WELL / c 1000-22-05-16 0 SCALE:" 1 =40' . o o \ / JULY 1, 2004 TREE 3 `N- � / � CO 0 a ' 0 * n July 14, 2004 (contours) � z Co EVERGREEN ! CEDAR) MFNDI f :56-51el ~ a = DECIDVOUS / el 33.0 I�' $el I '1`57'�OW 3eL 34 36 I'LL. 180.7/ STi( el C& 0Us ICOUN i '?tis'- �?<R'I : s 0 ,A1,TF�.�iERVI�,ES FAD T` 355 35.4 PER L�.i_. '3i.n.--�,'a. �'��, v.Dib• h'�f + 4. +,-�,.•..o-d ?l�Ki/d'i A �P• /50 ♦ T 14 ,I v�C..:. t.i2'!jai t CO AREA — 40,0�10 sq. ft � bw'B4BSrIREE 1 1.. E wti'.':'�r.�, ..D A:Ft F,OF t`lP PR0 VAL . 2 - ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION OF SECTION 7209 OF THE NEW YOR.:: STATE EDUCATION LAYS! Mer EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS I am familiar with the STANDARDS FOR APPROVAL HEREON ARE VALID FOR THIS MAP ACID COPIES THEREOF ONLY IF AND CONSTRUCTION OF SUBSURFACE SEWAGE SAID MAP OR COPIES BEAR THE IMPFI SSED SEAL OF THE SURVEYOR DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES WHOSE SIGNATURE APPEARS HEREON: and will abide by the conditions set forth therein and on the ADDITIONALLY TO COMPLY WITH SAI,7 LAW TERM ' ALTERED BY ' e N.Y.S. LIC. NO. 49618- permit to construct. MUST BE USED BY ANY AND ALL S;f3VEYORS UTILIZING A COPY The loco/ions of wells, and cesspools OF ANOTHER SURVEYORS MAP. TEk�/S CgCH "INSPECTED ' AND 1aV U >RS, P.C. BROUGHT - TO - DATE ' ARE NOT,IN CpMPLIANCE WITH THE LAW. , FAX (631) 765 - 1797 shown hereon are from field observations P. 9'0 and or from data obtained from others. 1.OT-NUMBERS REFER "TOHIGHPOINI ,AT EAST MAR/ONjaSECTION ONE' 1230 VEL ER STREET ELEVATIONS ARE REFERENCED FILED IN THE SUFFOLK COUNTY CLL7_KS!OFFICE ON JAN. 11 1984 AS FILE NO. 76&0. SOUTHOLD, N.Y. 11971 TO AN ASSUMED DATUM. , 04 - 217 -b��� LOT 1 VACAiqT 34.E � 3 265.54 T< s e1 341 of 3 ' - \ el 32•S 34 N 83°23'11 -E Ic.Q MON 20', EASEmrl-NT — — — — — FND \ — — C 36.2 \ ^ � _ b � ` J ,\\ e _ m o \ T 1 V CTc el \L O / zo.5' 33.4 \C0 O SURVEY OF PROPERTY ATEASTMARIONCO TO WN OF ` OUTHOLD r `� � \ � � SUFFOLK COUNTY, NEW YORK O� �, PROP. ( sc 21e CoI�O' —CSC �18 ' m 1000-22-05-716 WELL / SCALE 1"-40' �cS cN JUL Y 1, 2004 / July 14, 2004 (contours) TREE 3' m • •o`s \� 0 CO 9 a SEPT. 6, 2005(foundolion) = EVERGREEN ( ` ) C� CEDAR! MON � el 36.6 � a = DECIDUOUS NDI j el 36-! Z C33 0 ;N 8�1°5750" eL 34 36 Q wEZ[ '36,5 180.71' STK et FND Tc 35.5 ,P - 35.4 L<00 rVe OT 14 N . � o - CP. 150 cb REA = 40,090 s . ft r ANY ALTERATION OR ADDITION TO THIS S_IRVEY IS A VIOLATION pF NEW), OF SECTION 7209 OF THE NEW YORK STATE EDUCATION.LAN P �a-1. Me rl�e l am familiar with the STANDARDS FOR APPROVAL EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS ¢ AND CONSTRUCTION OF SUBSURFACE SEWAGE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF R� l� , DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES SAID WHOSE P ORTUBE APPEARS HEREON. SSE? SEAL OF THE SURVEYOR COPIES BEAR THE ;:.�•;, and will abide by the Gond/f/ons set forth therein and on the �` �''3 -`�`lJ � permit 10 construct. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' AL TEREG &Y C_•> - MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY N.1Y.S'� 1 . NO. 496/8 The locations Of wells and cesspools OF ANOTHER SURVEYORS MAP. TERMS SUCH 'INSPECTED " AND shown hereon are from field observations " BROUGHT - TO - DATE ' ARE NOT/N COWPLIANCE WITH THE LAW. ECONIC and or from data obtained from others. (631) 765 - 2 ►S 63/1 - LOT NUMBERS REFER TO HIGHPOINT AT EAST MARION179z gSECTION ONE" P. O. BOX 909 765 ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JAN. l/ 1984 AS FILE NO. 7660. 1230 TRAVEL ER STREET SDUTHON.Y. 11971 r i• � y SCDHS R10-04-0162 SURVEY OF PROPERTY at EAST MARION TOWN OF ,S`O UTHOLD SUFFOLK COUNTY, MY L—QT 1000-22-05-16 _ _ — 1.3'S- 0.8 .3'S. c.P V AGANT 0.6'W SCALE: 1'--40 /Sof 265.54 _ JULY 1, 2004 ,,b ` ` 93• o,s. M83•23'11"E METAL SCE ------I JULY 14, 2004 (CONTOURS) .8'E. _____- --- SEPT. 6, 2005 (FOUNDA 170N) cMF 2p_ ,`!� JAN. 20, 2016 (FINAL) OA\ ----------------"-_ EIRICKae STONE 26. sy- 1 APRIL 22, 2016 REVISION JGH Posr o JUNE 15, 2016 REVSION v (TYP.) BRICK &COLLUM 1CL C UNITS (rTMP.) < AUGUST 2, 2017 (REVISION) UNDER METAL STAIRS— CONC. WAS B.B. D C� 20'7 + a B• F 9 'TY CJ1rARTMENT OF HEALTH SERVICES o sty, ®�{c�.�,lr bo AFPROVAL O" CONSTRUCTED WORKS FOR FAMILY RESOENCE °;x ®a,4e AUG 2 2 7017 H.S.Ret. ®. 1® � -®l6 s0 �® FE-0 Y m I !- 0.8'E. LCONE w COVER'D pOR HSE Ir Th �sevrarE dispm-31 and crater supply Qacilitit a a8 did Go�3�®fa have n OVER a v D p -� a 90 �, > �1�aJ Inst>2cted and/or cermied by this Depaftent or other agencies an$kund to �� D " '-V b.aGstactM FOR A WIAXIMt9AlA q BEDROOMS. y WATEk LINE 70 !///C -ry p �r O p �bj. i5 1.6 l// SEP IlC LOCA 7 ONS 1.5' �— A �° 4. i P � 1500 GAL. A B S ®�2"F ¢� T6.0' EY A p Office of Wastevvatw Vftnagement 9.0 S aRSNC x 8g !L / pS.T. 28.5' 23' WELL CpVERED fl�pRNHSE b o WA[X r r 0 R 1st B.B. \LIGHT /G (TYP J ELECrO v Q �,. cM _ METER ODS �� ®HEMA1dTS Ft RESTRICTIONS ��5�� z� 1 p 57' 45' 1y1• — — METAL FENCE — PROPANE TANKS - On 3N NS4.57'50-W — — — — — _X (0 po FE o +aC/�l HEAVY DUTY TRAFFIC BEARING / Z OE ®WLL 180.71* STAKE �z CAST IRON COVER TO GRADE oiv. z ON LEACHING POOL R EC E D o 3,w O �f Iso'+ LOT 14 Cb z AUG 16 2011 r ® = WELL - ,� r, -� �� e = STAKE SUFF.CO.HEALTH SEACES If ce`, .f_=� a.7 E GFF�CE OF WASTEWATER Mr. ■ = MONUMENT �� ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY" 6s 6 YS w_7rY I r MUST BE USED BY ANY AND ALL SURVEYORS U77LIZING A COPY �I�! OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND "BROUGHT- TO- DATE" ARE NOT IN COMPLIANCE IMTH THE LAW. , LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. PECONI R `f? ; P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS AREA=40,090 SQ. FT. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR LOT NUMBERS ARE REFERENCED TO "HIGH POINT AT EAST MARION SECTION ONE" 1230 TRAVELER STREET 04 FILED WHOSE SIGNATURE APPEARS HEREON. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JAN. 11, 1984 AS FILE NO. 7680 0`t—,217 SOUTHOLD, N. Y. 11971 I kxy+Fia.?s� STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12 23 1-000 1 GEORGE E. f ATAKI RANDY A. DANIELS GOVERNOR August 1,2002 SECRETARY OF STATE ATTENTION: CODE ENFORCEMENT OFFICIALS RE: Factory Manufactured Housing Required Documentation for Permits The new Energy Conservation Construction Code of New York State (ECCCNYS)-2002 Edition became effective July 3,2002 without the transition period provided to the other Building and Fire Codes. Applications for building permits to install Factory-Manufactured (Modular)Homes that are received or,or after July 3rd,must include documentation demonstrating compliance with the new ECCCAIYS. The following documentation shall be required for all Factory Manufactured Housing building permit applications beginning July 3rd. either; (1) An Energy Modification Approval Letter,a MECcheck or other compliance method prescribed by ECCCNYS Section 104, and all other information required to demonstrate compliance with the Energy Conservation Construction Code of New York State-2002 Edition. or; (2) An Energy Modification Extension Letter,a MECcheck or other compliance method prescribed by ECCCNYS Section 104, and all other information required to demonstrate compliance with the Energy Conservation Construction Code of New York State-2002 Edition. The Approval or Extension letter will indicate whether electric heating is an approved option. Models or systems not approved for electric heating shall exclude this option in the Approval or Extension letter. Building permit applications for Factory-Manufactured Housing approved prior to July 3, 2002 are not subject to the above requirements even when the home is installed after that date. George E. Clark,Jr.,Director WWW DOS STATE NY US ' E-MAIL INFO(1 DOS STATE NY US RECYCLED P-ER Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename:\\Draftsman\gka files\1GKA inc\project\Goros\2230 CEDAR DRIVE\ENERGY REPORT\2230 Cedar Drive Report Calculation.rck PROJECT TITLE:THE GOROS RESIDENCE COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-P;lectric WINDOW/WALL RATIO:0.23 DATE:05/27/05 PROJECT DESCRIPTION: ONE FAMILY HOUSE DESIGNER/CONTRACTOR: GKA DESIGN GROUP,INC COMPLIANCE:Passes Maximum UA=747 Your Home UA=632 15.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2189 38.0 0.0 66 Ceiling 2:Flat Ceiling or Scissor Truss 1891 38.0 0.0 57 Wall 1:Wood Frame, 16"o.c. 2189 21.0 10.0 68 Window 2A(27 units):Wood Frame:Single Pane 344 0.350 120 Window 2B(20 units):Wood Frame:Single Pane 89 0.350 31 Window 1A(2 units):Wood Frame:Single Pane 19 0.350 7 Window 1B(2 units):Wood Frame:Single Pane 6 0.350 2 Window 3A:Wood Frame:Single Pane 4 0.350 1 Window 3B:Wood Frame:Single Pane 4 0.350 1 Window 10:Wood Frame:Single Pane 18 0.350 6 Wall 2: Wood Frame, 16"o.c. 1891 21.0 10.0 57 Window IA(2 units):Wood Frame:Single Pane 19 0.350 7 Window 2A(7 units):Wood Frame:Single Pane 89 0.350 31 Window 3A:Wood Frame:Single Pane 4 0.470 2 Window 3B: Wood Frame:Single Pane 4 0.470 2 Window 4:Wood Frame:Single Pane 68 0.350 24 Window 5:Wood Frame:Single Pane 55 0.360 20 Window 6:Wood Frame:Single Pane 55 0.360 20 Window 7:Wood Frame:Single Pane 32 0.180 6 Window 8(2 units):Wood Frame:Single Pane 6 0.470 3 Window 10(7 units):Wood Frame:Single Pane 9 0.470 4 Door 1(soild):Wood Frame:Single Pane 19 0.260 5 Door 2(solid):Wood Frame:Single Pane 20 0.260 5 Door 3(Solid):Wood Frame:Single Pane 19 0,260 5 Door 4(solid):Wood Frame:Single Pane 19 0.260 5 Door 5(solid):Wood Frame:Single Pane 42 0.260 11 Floor 1:Other:Over Unconditioned Space 2189 0.030 66 Boiler 1:Gas-Fired Steam,75 AFUE Air Conditioner 1:Electric Central Air, 10 SEER Air Conditioner 2:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in compliance with this de. Builder/Designer Date CI O q7E O REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE:05/27/05 PROJECT TITLE:THE GOROS RESIDENCE Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity+R-10.0 continuous insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity+R-10.0 continuous insulation Comments: Windows: [ ] I 1. Window 2A(27 units):Wood Frame:Single Pane,U factor:0.350 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2B(20 units):Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 1A(2 units):Wood Frame:Single Pane,U factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 4. Window 1B(2 units):Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5. Window 3A:Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 6. Window 3B:Wood Frame:Single Pane,U-factor: 0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ l I 7. Window 10:Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Window 1A(2 units): Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 9. Window 2A(7 units):Wood Frame:Single Pane,U factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 10. Window 3A:Wood Frame:Single Pane,U-factor:0.470 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 11. Window 3B:Wood Frame:Single Pane,U-factor:0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 12. Window 4: Wood Frame:Single Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No I Comments: [ ] I 13. Window 5:Wood Frame:Single Pane,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 14. Window 6:Wood Frame:Single Pane,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 15. Window 7:Wood Frame:Single Pane,U-factor:0.180 For windows without labeled Ufactors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 16. Window 8(2 units):Wood Frame:Single Pane,U-factor:0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 17. Window 10(7 units):Wood Frame:Single Pane,U-factor:0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 18. Door 1(soild):Wood Frame:Single Pane,U-factor:0.260 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 19. Door 2(solid):Wood Frame:Single Pane,U-factor:0.260 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 20. Door 3(Solid):Wood Frame:Single Pane,U-factor:0.260 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ l I 21. Door 4(solid):Wood Frame:Single Pane,U-factor:0.260 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 22. Door 5(solid):Wood Frame:Single Pane,U-factor:0.260 For windows without labeled U-factors,describe features: 1tl J #Panes Frame Type Thermal Break?[ ]Yes[ ]No J Comments: I Floors: [ ] J 1. Floor 1:Other:Over Unconditioned Space,U factor:0.030 J Documentation must be submitted verifying the overall assembly U factor. J The U-factor must be developed in accordance with accepted engineering practice. J Comments: I J Heating and Cooling Equipment: [ ] J 1. Boiler 1: Gas Fired Steam,75 AFUE or higher J Make and Model Number [ ] J -2. Air Conditioner 1:Electric Central Air, 10 SEER or higher J Make and Model Number [ ] J 3. Air Conditioner 2:Electric Central Air, 10 SEER or higher J Make and Model Number J Air Leakage: [ ] J Joints,penetrations,and all other such openings in the building envelope that are sources of air J leakage must be sealed. [ ] J Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly J with a 0.511 clearance from combustible materials.If non IC rated,the fixture must be installed with a J 3"clearance from insulation. J Vapor Retarder: [ ] I Required on the warm-m-winter side of all non vented framed ceilings,walls,and floors. I J Materials Identification: [ ] J Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] J Manufacturer manuals for all installed heating and cooling equipment and service water heating J equipment must be provided. [ ] J Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. I J Duct Insulation: [ ] J Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] J Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] J Supply ducts in unconditioned spaces must be insulated to R-8. [ ] J Return ducts in unconditioned spaces(except basements)must be insulated to R [ l I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. J Insulation is not required on return ducts in basements. I J Duct Construction: [ ] J All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), J mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. J Exception: Continuously welded and locking-type longitudinal joints and seams on ducts J operating at less than 2 in.w.g. (500 Pa). [ ] J The HVAC system must provide a means for balancing air and water systems. J Temperature Controls: [ ] J Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space J temperature set point of the largest zone. J Electric Systems: [ ] J Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 201/o of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 V or chilled fluids below 55 OF must be insulated to the levels in Table 2. L Table 1: Minimum Insulation Thickness for Circulating Sot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UP to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for RVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts l"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems ' Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) • '3 ZONE 10 , z0*30 Count zona ownty / g 14A Albany 14A `dlagam r 16 Alisgemy iv t3rarda f 510 3r,;t1� 14A Onondaga 4 15 Bfoom 14A On.'arki 15 C'Ett[ara3g�s 1G�3 �r tngr; 144 Cayuga 14A Ortaans 14A tau uqua 14A Ogwego �� .•w. 15 w:1alnung is Otsego 103 0,0 nS ..rk 14A %Cwdumola 14A Rensselaer 1;: Cerfiand 11e Pichmond Dsimara In Rockland ZONE 14A •''.;:�t't ,. t 14A Dutchess MA S,-,aratop n^,",`"' ty^,•;:x`.k:t�• .;.t.} <;,"4Y`,yt"old„'.' ;: •` ':i'':'"ya,':;` :; ice ! 14A tMe 14A .ad :':,v.•-'id a i�Y '. - 'a•\' `� ,.tA}x_. � ti).dier£�.iC.•.t +y '• '.•� ati--: Essar n • :t�w ;r.�,.s:�aY�,;ti.,:"'`�i..":};t:``�;.`:.�':#{£.-:L ?. -: •\;m.t"'•�, j % •.J ,;a. � 1� 95 w�`fF•Ys..hi3rfr �:'`�Y.`Y',•>, "�: :';';.C�F�'y. '',;;Sc�°�;^2r�,y«��+;%S,:.�'- :+a � �t„;, .,. � ;r' � R K '� '•v+i\}:•'h'':,�{iS'-•i J?:\??'J :"it ,��A•'hn '"� yP�: \:'�y:Y^'C'" f ..,,-. ..t, .,•t,.� , �,t, ,.z•. z;'••� °w�. ., lrf<l1e/rt14A So£Eessia 14A 0£3R(•';S� 1 a ..St,.ia�rrf�.Jo ri �,,,,� ..� .:, 's;r�,•}���: -�:��<:.,t�;""';�•;:,,: �,}v� :•:•'' „..,..v? '� �::} ;•:• 14A Gream 1 �•, w,:ti { •'^'`; �•s tti .vi' .) Ste, , bm %&2'N..w.vwva+.2 i �}.{ :t•., ::.::.' ..s.,;; %r-{ •�w„n.,`':-`:: s� v':� e r ;u” 1f3 Harniftnn 118 __G_t�gl�c St _ ,J,`v{S� 4.•`+•_`v £`; +� K'•l i���-,'•,.`v%4 �i+�.F.' 1J 5rk�r<-ier iN 9ff1'SVarl f . a.rKY{ Yis l , �: -� :. v•', `.. I.! ti12 sore {f s 15 Lewis s ak'' 94A 14A I.SV:ni)`�.ton 1E Warren ZONE 1GQ �G'1 ?f, �F`'✓ •>,'.: 14A Madison 55 %Nashngton `{ USA l<rYonfoo 14A Wayne I It M,',1*D0M0rY 128 310 €'i12%W - 14A 'sWaming 108 Now York 14A Y-ass ZONE I OF, ZONE 14A malls zwols ZONCIM 7 ZONE 126 ZONE I OS t ,rF FIGURE 30-1 TAMU, 3$21, ZOMMOR DEMN c'a3m#3 omtea Ell ••.........., } a ; d C. iYdf�£J 3y1 i€i;�f3£#SRa ;SI+ Ex'Ec3$#i£a#?i3 id l� fi£3E ltt <L3MMERT i � L n! ?c�#F3`t�i4> `tT.T-BULB TWA;BFC �DAIS ��2Yd€' �`�3#�tPd�Y j£s'`>+#L4£.Z T.4ip iS##ashy SM �a 40% €iL3;t£fi 23 £b� ? , ala 144. y « ............ ... kirsft7r�F Yi 59 # #i L72a r}'s € E;�S 73 67$e WA >� .......... n_« ....... ... Y ,?#r iFtts J'. ..w ,« _ of € :r�Fi , G Y's C.t2Ui<�1Cr► «..?.. ..... .............. #Si�T« €4 fs) c�.s". 3 b"3, t`I' tF .5 K& 70 72ri? .15w ts7....... 5.503 .. .. .JiBt3I 3€titub€z <<. . ,..._ 9A @5,1 4A ams.Airs:{ 17 bid 70 6894 -14A risen 2 « VZ :W :,# €5 i33:22FitF2222€ £s :5 4910 Jill y ix2iaxnr .z 96 Yts 1244 «4x � _..3....... _ €s tKX�4r± i J7uu;#3ssc5 ? .63-R,9 qac s ">2 �. i;aA .v se: 4 ?£ ii�, ti J .. . - 21:r• ..f• ..•._ �.�......... -6S${ #•i�%. ,sSi2t22ti2;S ;Slt ?if 2 n.44 Ts9aYC iS �C•3 ?: f(2$$ 16 SCheni` "My- .? #S iia 69% MA � nm #CS ` #a�hgm i wf iJ its } �W�13^ {2••.w«+r.«.. - .,.... r.. . ......... .........H/.'J._...._.. VY14 p'rf C't:ta�r'g8fz'. E �� i 3"s ;i7 t,}...... �i�.. 3S:tCt"sF € � 3�h 7€ 337,iK• :.3� n..µ '4..._._... # ...........g} . ..._ _690A......... RA ,ritc:kdwss _. £2i E3 } i ?::f's C 9IF:€fFt22i s ^S 7''k# t h6750 < i JevsF�n4 < _JZ y £ #: i , ......... K32 as i.i ick 33 x`33• 7 108,; 4ts22 £:iQr w+ Yid la 75 1.5 sumiv, 0 ?s~ 67,.3 F:f s #n,tJ,2Tdtat2 3 ° 011 #. {srfe7f n ii} Y i 7# _ i6IS iJ # epi }�Jnd€srsr. �5 n6 ,?<s �a #•#�. ,.� ,,..•�,..,,,,.,..�4.«.,.,r. ,...,,,`., � , t � :,,,..... _ ._ ... —_ r €3 Yaf iAcZtOTi« #3 M i5 .. N # tt "Yi �• Z`.%� T€'+1Rf71 7;}•,C Y -3 g{................s 'fL 914 #-JA 67M - sri ...,.... .` ....... ,�t3Ca t34 Cfi h 727 s� f TABLE 6022.(3) to MNDOWAEA 1P CEGROSS E» �. AREA - Wl3 € >k€M MAMMUM" .., m"w f eis�r it Ensor a Mmentwoll ata e a sAr fi €3 ani€ - " €'€�"€ING R<vafue Rvalur:.asa p R-", zDEGREEIDAYSslax"sa�€ �a € r R-•vatma # aia ter .. ... -a .." ; �.. € "zit£ 1 , 3 " �. I"-19 _ »1 tY. R-1IR" .... �$W... »� R-2 R-13 R-11 ry . w� �.... v » ........, i......... . . �� ........,.rv.. 9 Mrs 3,000-3,499 0,5 ..» ��`." 0 .,-1- �<.n. " .3".rv..r., rvrvry ... ....m .........r .'�..�. v.....v...»m n .,..«.R» -30 R»�•-F1-�3 ............R.-�....1..9..,.. ..,,....,...«..,.f,.n..... .�,,.�...�2..�n4�, --------- ?w� It3 ...... ...........( R" r;3. , 0 "' y4i i45 ......... ... ... '1 .»..r ..,.,............ f�,•� 4`ri t ) ...n.."mw.,. w.....nr.v....vn++nvmm• .--.rv.gVrvrv.,.....w.,.......+a»+'r.. „h....v.r...,.%wwnw.,.v..+.w.,qt^...,,,.,.......w....,...+.�.r r...rm,vn,,..are.m. i ? .•i 4 5,000-5A( 0.45 R- I ." "r..m._ 19 11-10 18 , 111 w �- 1 .... _._.» ._ .nry ,��r... 20 €3.33 .-- ��»�� � R-21 s R-21 E t� .� ..r."... W21 R-I 8,500-8,TP 0.35 ,......,�w-�,..—...... .....,.....................y..,,..k.-.W.... .....,i x,11#ill-1uR-49 R-21 R-21 ry — .....�ry ......�.,.rr....__......ry� r S r r ot STRUCTURAL ENGINEERING SYSTEMS, PLLC 1378 60"' Street TEL: 718.972-0360 Brooklyn, New York 11219 FAX: 718.972-0545 STRUCTURAL CALCULATIONS FOR WIND LOADS FOR: Goros Residence 2230 Cedar Drive Town of Southhold,NY ARCHITECT: GKA Design Group, Inc. 10-64 Jackson Avenue ��,rt+®MroG Long Island City, NY 11101 DATE OF SUBMISSION: APRIL 20"H, 2005 JOB STRUCTURAL ENGINEERING SYSTEMS, PLLC SHEET NO. of 1378 60TH STREET SH 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE 1;13 C 20001 AS,Cr, 7 -476, BA51.E WEND, sPEIC-P) 1 � t �D' M�� C FlefURZ 6!- 1 � a 1�1r�r�, �xPos�rt2t, CAia�Ero� � �. C a , r C �. �. � � . • �UdLDw6 c dA5�6i=icArioi! CA+M�TORY, , ��L� - 1 �M P0k7ANa- FAcTo k , 1, =: 0.77 a C ThS L4 6- 1 MNI>' fRe-$5VR42 6c g�z ( go, 4-15 ) u.�5 4oc-1 TY PRE5Sv a')' -- Q, o 2;6 K� K3 K't Y71 13 t-Nr. S 14APZ- I N;-S' l-dKJEC x104 or� 6i1 AK� 0H�F b •�1 • (C0N�GR;Vk1 e> M �..y,,,,, cq 1-112 77 , I PAOOIICT204-1(Slnple Sheets)205-1(Padded) y -STRUCTURAL ENGINEERING SYSTEMS, PLLC JOB 1378 60TH STREET SHEET NO OF 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE WR4>W, AIZt> V-Z061 T Y PRx--5SW?P— W H tee a , • _, �6.'� PAF _ , � : ��� -- l.a _ , 1?, ,_. o. 0a z al 7)(/, o)0,'0)020 (a.77) w►-��r . l � °� T5 p5 F •� Irap FRE44 VRE5 IN 14-5 PI96cltoil a 3.,2 1L PAF Q. 18 LEE VA!O, a C WA L, -3 , P ,=; i� > C �,tis 1/�.lH,ZR� — . 12. 0 p ( 2 7.T Vo,,FF)(- 0.,'j) — (27 5 (- a,a � ; PRODUCT204-1(Single Sheets)205-1(Padded) STRUCTURAL ENGINEERING SYSTEMS, PLLC JOB 1378 60TH STREET SHEET NO. ✓ OF 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE = 2 • 1; : P5� ( 5 AM S -A4, I H ' A) 1, i-,:WP�P> Pt e55 UA B- WkLL5,,) H � 0,� 0. 25' Wi tO WARb PRS0 ORS f 0.015 —a 16.E a a , Mab 95 NORtI&L To i + � PRODUCT204-1(Sm0N Sheets)205-1(Padded) JOB STRUCTURAL ENGINEERING SYSTEMS, PLLC SH 1378 60TH STREET SHEET NO. q' of 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE a �'e -26.0 P/FT. 30 L- LN 1?eldqN W1j,1C> PR :SSug 5. i -74 PRODUCT204-1(Single Sheets)205-1(Padded) IlkSTRUCTURALENGINEERING SYSTEMS, PLLC JOB 1378 60TH STREET SHEET NO. OF 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE OV GTv9N 1144 MOM&RT. a = x �` 12. x. +. x_ 2q� 12,0,XZ7`x 1,2.5' ; S �Tf,�t;�t : hvr�1NT. tCui 1?. La Ol,ar� �l�o � 75 69 6 p- F'T /F T, 4 .�.. -� 7.5 6 0 �®2 5 3,2� a a � 0V6 uAN 1I~1* MW6,0T e5 Vr;5� THAN '2/3 OF Rg5I-�T,04 mom& T, A307 e JJ.CHOR. 801-TIS PRODUCT 204-1(Single Sheets)205-1(Padded) STRUCTURAL ENGINEERING SYSTEMS, PLLC JOB 1378 60TH STREET SHEET NO. (10 OF 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE -- 15 coy x_2� — : ► .� X � aca� 2.� _. 1,(36 4�4 , P F*T /r-T WAL t-; W r. . ENS" V� a =� X 05" X33 t 2X 113001 'Y' 3312' . —a 0''� ` 0Z , F- rTafFT. THAA a_ i�L. 56`0 A-3 7 A MCH OK' PRODUCT204-1(Single Sheets)205-1(Padded) STRUCTURAL ENGINEERING SYSTEMS, PLLC JOB 1378 60TH STREET SHEET NO. 7 OF 2nd Floor CALCULATED BY DATE BROOKLYN, NEW YORK 11219 (718) 972-0360 FAX (718) 972-0545 CHECKED BY DATE SCALE IIS N- S Alf �T�� RAM -> 1107 - i� PICAL� f W10 ' FoRa� e ROS 2 12 t ►,. ; ale 'p I R44 T[OW* RAFT5R� 1 , p cps ?5 °)Cca5 9.�') Q PRODUCT2041(Single Sheets)205-1(Padded) FIGURE R301.2(4) BUILDING PLANNING 90 100 NN .i!:•! R :C 1 ti!'!tl!�' ii 11'0 ;'• f 120 _ itititipt Special Wind Region o P 0 i' For SI: 1 foot=304.8 mm,1 mile per hour=0.447 m/s. a. Values are nominal design 3-second gust wind speeds in miles per hour at 33 feet above ground for Exposure C category. b. Linear interpolation between wind contours is permitted. c. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. d. Mountainous terrain,gorges,ocean promontories and special wind regions shall be examined for unusual wind conditions. FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL 30 RESIDENTIAL CODE OF NEW YORK STATE V Yahoo! Maps- Ureenport, NY 11944 rage i or i Yahoo! My Yahool Mail Search the web -Y.&HOOt LOCAL Maps New User?Sign Up ME Yahoo! Maps - Greenport, NY 11944 << Back LQ a Cedarfields Greenport, NY 11944 W A -Pkri o&' z� Y- ��f"4 4, Greenp�Ft lVeAN�, q V' q% 910ding iO VOP ,on A P Shil6r I d S66h-d� N 10 A Sf T" 1- rrlhg, v�,P 0- V aft- All ce� ."ekr s In�[ St Madison Ave F===200 rnl Oal(St I =:�! iii i k-C E12Yahoo!b M beei , . TEQ When using any driving directions or map, it's a good idea to do a reality check and make sure the road still exists, watch out for construction, and follow all traffic safety precautions.This is only to be used as an aid in planning. Copyright @ 2005 Yahoo! Inc.All rights reserved. ar ,!vq(;y_FQli!zy-Terms of Sere-Cogyrigh Tp Policy_-Yahooi_Maps Terms of Use - Help -Ad Feedback http://maps.yahoo.com/pmaps?csz--Greenport%2C+NY+l 1944&state=NY&uzip=1 1944&... 4/15/2005 Simpson Strong-Tie I Truss/Rafter Hip to Wall Connections for High Wind Resistance Page 1 of 2 PREIflUCTS LITERATURE TRAINING NEVIS CUSTOMER SERVIGE A f A• 4 �SearLl, About Us Where to Buy Far Your Hnme Inleruation >> Home > Connectors for High Wind Resistance `truss/ after Hip to Wall Connections for High Wind Resistance FGTRHL Shaded,Cells Related links: grouted and reinfamed - per Qesirter(mfn) Printer version- 1 "` page(PDF) Load Table General Notes fit"Min. ` `j Drawing Details: Installs; r >; � ;'4' J Then ID`s _ - �y = -.`4`� DWG format in©1ACry ' lV`� 'r°, ' . r D23(FGTRHL) other haled' �~ y; ' ` D24(FGTRHL) an the part `� g r D25(HCP) D26(MTS 12, H ow D27(HCP) DXF format D23(FGTRHL) D24(FGTRHL) D25(HCP) vile'r'�u r•� �, ^, ,�9w 19 i1HD26(MTS 12, H / a„, Qf D27(HCP) Al `' �' >n"''`• -� t' Need help with dow Two HCP ! FGTRHL TOPVIE%V f t„ MTS12 installed on a 45° H2,5,A HCP rafter ' http://www.simpsonstrongtie.com/products/highwind/TrussRafterl ip-Wall.html 4/20/2005 Simpson Strong-Tie I Truss/Rafter Hip to Wall Connections for High Wind Resistance Page 2 of 2 Load Table: Available 6'r.+ith additional corrosion prctectdan-Check with factory. SPF - TO steneys- llttotisrabte' F,llltettrohte, . Model" Ilet�bef;2 Loans t,, Loads" hyo.:, Size 1133!160) „113311t�0)° n f Haf ars:. Eg 6�a11',. Eipltit" F� b 'jilt. `F�,- HCP2 2x 6-1Odx11h 6-1Odx1'/, 605 300 ! 520 260 HCP1.81 VK 6-1Odx16-1Odx1'/z 605 300 520 260 "-1VtTS12 2x,' -16dx1'rz: 7-1 t3dx91x�,`_ 640" -- 730 HCP+t`. ° _ fix" 6=16d $71Od• `16dO m . 265 066_ = -30, MTSM16 2x 7-1Odx1'/2 4-Titen'/Ax2'V4 $40 — 730 — ECTF3H LJR 2-2x >i 8-SDSY.ix3 2-Titan HD 1.x5 3850 — 3850 1. The HCP can be installed on the inside and the outside of the wall with a flat bottom chord truss and achieve twice capacity 2. "—"in the table indicates that the product has not been tested in this direction. 3. MTSM16 can be field bent to a 45°angle for CMU/Concrete applications similar to what is shown for the MTS12. 4. For concrete applications for the MTSM16,use Titen 1/4 x 1 3/4 screws. 5. Minimum Edge Distance for 1/4"Titen is 1 1/2", 1/2"Titan is 4". 6. To achieve the published loads,the FGTR must be attached to a grouted and reinforced block wall or reinforced cc wall designed by others to transfer the uplift loads to the foundation. 7. FGTR is packaged with the SDS and Titen HD fasteners. this web page updated 3/18/05 Home I About Simpson I Contact Simpson I Browse Products Limited Warranty I Product Use Information I Parent Company Stay informed!Sign up for Simpson's newsletters Copyright©2005,Simpson Strong-Tie Co, Inc All Rights Reserved Contact Webmaster with questions or comments h4://www.simpsonstrongtie.com/products/highwind/TrussRafterl ip-Wall.html 4/20/2005 Simpson Strong-Tie I Truss/Rafter to Wood Double Top Plates Connectors for High Win... Page 1 of 3 PRODUCTS LITERATURE TltAIMING tlEVIS CUSTOMER SERVICE m } Sedtt:►i' About its Where to Buy For Your Honte inlernation » Home > Connectors for High Wind Resistance Truss/ after to Wood Double Top Plates Connectors for High Wind Resistance t>'ur Related links: M '? WALL TOP PLATE .. r' 70P PLATE Printer version- Hurficane Tie _, r t`' .,� Installations to Achiovo L i, `: ;i, page(PDF) Twice the Load trop View) �� N" *� � i- Load Table v' General Notes rnmoll diagotraily Nailing into both aides of a across from each other ^Ingle ply 2X tress may cause Drawing Details: mWintim tri ttUe^, the wood to split.A minimum mirex thlchne=of M"rnu!A DWG format be used when connectors ale in�t ane arm tiro snme side. v,, D7(Hurricane T Installation) • `�+n D7(Hurricane T d'u.tnst .. Installation) V t" ,7 'gyD8 g q` t D9(H14,double )Ih *fi0•k a plate) it to * 1 tis atLa-cf D9(H14, beam; ",• �nnEe orrxr�a s tbHro?ttCQAnhWW rc D10(H8, H25A 1414 MTS12, H10) D11 (MTS12, H D12(LBP, H10, DXF format «,;.'"',., ;.;K° ; r,1htF, .:• r& D7(Hurricane 7 e°AubjH&T&" Installation) c+a oruas D7(Hurricane T Installation) D8 it, D9(H14,double plate) 't. •' ' �"`�: .t' _''` `' D9(H14,beam; D10(H8,H2.5A Tvad rs' D11 (MTS 12, H — to,'<eti H5A) M2.5A RgT512 D12(LBP, H10, (L7S, i M10 HT Need help with dow 3-2 h4://www.simpsonstrongde.com/products/highwind/TrussRafter-WDTP.ht nl 4/20/2005 t Simpson Strong-Tie Truss/Rafter to Wood Double Top Plates Connectors for High Win... Page 2 of 3 iX' : :�f1..y - x. ;t" ?J'+.. -'�.�i 4..fii••,.ass:�"'�i'Y.7.'::N;f`�k'� �. t.l�`-,r.A'I' �,;:�'R'o:"xr. ,1.- ...n`a.v.`"s ..fl,.vYa. ...1i�.:•`i�i 9j`�,�� ';f 14S A Xr. HIO-2 �t#7 µx v9 Me:is page 5 Eor impwtavl cone4mflaonrcgnrrliap dmic`gs4nrr,X-,tc�argal�sh�io _ , Lap c�e�atraiir�-tr�t�d road. =b, Kip� 4"•-,,,,1 .m YY'77 - `4'`w"" `., �7�5.. r p ' �'-..�� �~�-•_s'`=.�_ �JAY w` w.,�'�.f�..5- HI Load Table. http://www.simpsonstrongtie.com/products/highwin&TrussRafter-WDTP.html 4/20/2005 Simpson Strong-Tie I Truss/Rafter to Wood Double Top Plates Connectors for High Win... Page 3 of 3 Available with additional corrosion protection. Check with factory. Fasteners; Is 1,3P�•I igdl�'dt l.,` .aty Te' To �Up@ift paralle'l�to pbio_to': U�@ift .No.', kdgd� Plate (Fj)�, -Plate(F2) -Rafters;° 'F@rtes . ` 6;;(133); •(160? 133160 133/1,60 `(133) _,(160) (1 �rt H2.5 1 5-8d 5-8d 415 415 150 150 365 365 H5A 1 3-8d 3-8d 350 420 115 180 245 245 f 1CA10; 1 . 4- 'ra 1'r2 '4- C 11w. 435 X35' ' '1 16§ -'94 :1-15 1` 4-Sds` -fid; ::455 465 115' 200 5 265; 6-8dxl fr2 4-8d 490 = 585 485 165 400 400 H2,5A 1 5-8d 5-8d 600 600 110 110 520 535 1=TS.1 ,1 ' :6�,1{7'dx1'� 6-1 }ta)i?� ' 720' 72® 75` ;' 25';- 620' '620, fldx1 5-14dx1'rh' 1320 745 - — 530 5ai5': 1ty H10.2 1 6.10d 6.10d 760 760 455 395 _ 655 655 F12.5 2 10-8d 10-8d 830 830 300 300 730 730 ",,,,2$0,1 400'. :530 530 Ca' MY 1110 1`. 8-8dX'1 Feed t3-$dX1.4 905 990 5�fi5, 525 , 78Q - .850 MTS12 1 7-10dx11h 7-10dx11.6 840 1000 75 125 730 860 12-8dx1M2-- 8-8d 980 -1170y 970 330 800 800 10=8d 1200 >3200 X20• 226, .1040 ,1070 :12-i=tdxl?lz 13=`3d, 1350' A, 01 _"519 265 ;1050, .1050 LTS12 2 12-10dx11/i 12-10dx11h 1440 1440 150 250 kL24 1240 HTS20 1 12-10dx11, 12-10dx11 1450 1450 75 125 1245 H16S .1 - 2 0"dx1'r• 1;0�10dx1'!2 1470 1470 = 1265 10=9t1dx1'�A* . 1470 '• + 0. ' ,1265 H10 2 16-8dx1112 16-8dx1'h 1810 1980 1170 1050 1700 MT812_ 2 14-10dx1'rz 14-10dx1'Ae 1650 2000 150 250 1720 1. —"in the tables indicates that the product has not been tested in the particular load direction listed. 2. For connections to single top plates,see Truss/Rafter Hip to Wall. 3. Fasten multiple members together to act as a single unit 4. Southern Pine allowable loads for H14:1465 lbs(133/160),560 lbs(F1 Lateral 133/160)and 285 lbs(F2 Lateral 1' this web page updated 3/18/05 Home j About Simpson I Contact Simpson I Browse Products Limited Warranty I Product Use Information I Parent Company Stay informed i Sign up for Simpson's newsletters Copyright©2005,Simpson Strong-Tie Co,Inc All Rights Reserved Contact Webmaster with questions or comments h4://www.simpsonstrongtie.com/products/highwind/TrussRafter-WDTP.html 4/20/2005 Simpson Strong-Tie I LSIM/STHD Strap Tie Holdown Page 1 of 5 PRODUCTS LITERATURE TRAINING NEWS GUSTORIER SERVICE A t A e T �enf h About us Where to Buy for Your Homr. Internation » Home > All Products-Alphabetical List LSTHOIST O Strap Toe HoWown 1 SIRUP' 0 Printer version(cats ® Email thrs page to a I The latest version of the STHD Strap Tie Holdowns incorporates many features that will improve installation and performance.When used in conjunction with the StrapMate®you have a system that prevents both parallel and perpendicular movement relative to the form,allows for accurate location of the STHDs and reduces the possibility of spalling(and therefore avoids costly retrofits!). -- ,; > t The STHD is an embedded strap tie holdown with high load capacity and a T staggered nail pattern to help minimize splitting. Load Table Features Code of imag Code Reports Drawings • The strap nailing pattern allows for nailing to the edges of double 2x's. Related Catalo • A slot below the embedment line allows for increased front to back concrete Related Categc bond and reduced spalling. Technical Bulle • Strap nail slots are countersunk to provide a lower nail head profile. Fliers • Rim joist models accommodate up to a 17"clear span without any loss of Help for downlc strap nailing. • The built-in tab holds the STHD away from the formboard, reducing spalling and costly retrofits. • The StrapMate locator line allows for easy inspection of proper embedment depth. Material: LSTHD8, LSTHDBRJ -14 ga,all others- 12 ga. F nish: Galvanized InstallaUon: • Use all specified fasteners. See General Notes. • See Post Tension information. • Install before concrete pour with a StrapMate,or other holding device. • Nail strap from the bottom up. Strap may be bent one full cycle. • Bending the strap 900 to aid wall placement may cause spalling behind the strap. If the spall is 1"o measured from the embedment line to the bottom of the spall,full loads apply. For spalls between 4"(see illustration),the allowable load is 0.90 of the table loads. • For two pour installations spalling is measured from the first pour. • Where fewer fasteners are used in the structural wood member,reduce loads according to the code • Unless otherwise noted, do NOT install where: (a)a horizontal cold joint exists within the embedme between the slab and foundation wall or footing beneath, unless provisions are made to transfer thE or the slab is designed to resist the load imposed by the anchor; or(b)slabs are poured over concr block foundation walls. • To get the full table load,the minimum center-to-center spacing is twice the embedment depth whe resisting tension loads at the same time. • There is an increase in the amount of deflection if the strap is installed on the outside of the panel instead of directly to the framing.Ask for Form T-PLYWOOD for complete details. • Foundation Comers: Nail quantities may be reduced for less than le corner distance design loads the code allowable loads for fasteners in shear. http://www.simpsonstrongtie.com/products/connectors/lsthd-sthd.html 4/20/2005 Simpson Strong-Tie I LSTHD/STHD Strap Tie Holdown Page 2 of 5 • To be double 2x members together,the Designer must determine the fasteners required to bind mE to act as one unit without splitting the wood. • Additional studs attached to the shearwall studs or post may be required by the Designer for wall sl nailing. Gallery: roll over images below to see larger Image NAILED r !'i!RTiOy� 4�t1'i!6'f�t ';i ,; STHD New STHD with Na SIMILAR a NAILS U S Patent Built-In Tab Strapmate countE tAdW.1 4' 5,813,182 Feature a lov ! Efd�'D35n'. strap Ir Alt 8 `S REBAR - Typical Typical STHD Typical STHD Ty REBAR ; III&frAACox STHD14RJ Edge Corner ST LErdC,pr1 Q 't�: . r2•PAIt� � t4 G1leL=- a�g Rim Joist Installation(for Installation on Twp 01A _ flENGTk Application two pour,see 3-2x studs(for Inst. con footnote 5) two pour,see footnote 5.) roll over images below to see larger image STRAP ' ,t ;e"t STYLE HOEDOWN . HORIZONTAL -�- PROJECTION OF EN18EDDOED ��➢ ��- PORTIOCd J OF STRAP Single Pour Rebar Installation Two Pour Rebar Insta HOLDOWN *Maintain minimum rebar cover,per ACI-318 concrete cc requirements Spalling Load Reduction! IY; LOCATE ONE �. #4 REBAR W1 ITHIN li l HATCHED AREA « " (MAY BE aJONCI ETE e•; FOUNDATION If strap is bent horizontal 90°during Installation,and then bens FOUNDATION REBAR) for nailing to the stud,concrete spalling could result.Load rec BY OTHERS may apply,see Installation note Spall Reduction System for STHD and HPAHD Features Benefits Built-in tab t:- Holds STHD away f formboard,reduces http://www.simpsonstrongtie.com/products/connectors/Isthd-sthd.html 4/20/2005 | Strap Tie Holdom/n Page 3mf5 ` and costly retrofits E prevents movement STHD back into the formboard No addil labor Load Table., 49 End bista nee lilt Wail Std AdIst 19()80 3 8800 1,4295,, 48061 LSTHD8 I LSTHDBHJ 8 21 Y, 3 5,V, 24-16d sinker 5918 1695 1695 1695 1825 1825 2335 _'�5_'Y. -8 FZ'16d sinker 7577 12370 2370 3195 2370 2370 3195 0 6'sin 6r, 1178012745 2745 3725 296012990 436 5785, 85 1. 'RJ'aft`rthemodel indicates GTHDofovrim joist applications,e/J.GTHD8RJ. 2. STH D14RJon8^stomwaUrequires 3O-1Gdsinkers,with the VJload ot133Y6nf4BGOlbs. 3. 1Odcommons u,12dcommon nails may boused with nvload reduction. 4. Minimum nail end distance toprevent splitting io1Oxdiameter, 1 1/2''for 1Odsinkers, 1Odcommonond12dcnmm/ 5. Fortwo pourwith 4"slab orless.The STHD14 load at 1/2'end distance 2000 psi is 3235'lbs.and 4220 lbs.at 14" The STHDIO atthe same condition is 2035 lbs.for 1/2"end distance,and 2750 lbs.at 10"end distance. G Allowable loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowel where other loads govern. 7 Strap may bobent one full cycle 8. Calculate loads using straight line interpolation for corner distances between 1/2"and le, 9. STHD14and GTHD14RJinstalled onHF/SPF men8rstammm||:the|o load ie528Ulbs Code Reports (PDFs) See table above for specific product code references ICC ERReports(fornnerlyUCBO Reports) about the ICC Code Ref.32: ER5J£9(387b) LSTHD/8THDSeries Strap Ties Code Ref.28. ER5275(480>d Light Gauge Steel Applications: LTB, LT8, K8AS, YWTS, S/A23, S/H1, S/H2, S/H2.6, S/H3, S/HDD, 3/HD1O. 8/L85O. S/LS70. 8/LTT2O. G/HTTi4. 8/K88T. G/PAHD. 8/HRAHD. ST,TB,A21.A33. C| CN1ST14. C816. CS18. CS20. CS22. HPAHO22-2P. L30. L50. L70. |CFLC. SUOT8-14. STHD8, 8THO10. 8THD14 Florida Statewide Product Approvals Code Ref.i22:FL503 View the products covered in FL503 Code Ref.121: FL474 View the products covered in FL474 h*n://vvvvw.simpumn m. ctQ/connmmtmzs/Imthd,Dthd.}dml 4/20/2005 ., Stimpson Strong-Tie I LSTHD/STHD Strap Tie Holdown Page 4 of 5 Drawings (DWGs) To download drawings, right-click or Ctrl-click on the link,then choose"Save Target As. " Perspective- Download the Simi STHDEDGE STHDIN TWO POUR STHDTRPL STHD SPALLING AutoCad Meng STHD 14 RJ Orthographic LSTHD8 LSTHD8-F LSTHD8-L LSTHD8-R STHD10 STHD10-F STH D10-L STF STHD10RJ STHD10RJ-F STHD10RJ-L STHD10RJ-R STHD14 STHD14-F STHDV STHD14RJ STHD14RJ-F STHD14RJ-R STHD8 STHD8-F STHD8-L STHD8-R STHD8RJ STHD8RJ-F STHD8RJ-L STHD8RJ-R Related Catalog Pages (PDFs) C-2005(Wood Construction Connectors)(361 k) To order free catalogs C-HW05-R High Wind Resistance (Shearwall Holdowns)(215k) visit the Literature Ord C-HW05-R High Wind Resistance(Header Anchorage)(93k) Related Categories Holdowns Holdowns-Wood to Concrete High Wind Resistance: Header Anchorage High Wind Resistance:Shearwall Holdowns Holdowns-Light Gauge Steel Technical Bulletins (PDFs) T-HEMFIR03(750k) Holdowns for Hem-Fir Lumber(Replaces T-HEMFIR-R3) T-TRACKERHAL04-R(101 k) Trackers Color-Coded Nail Applications with Halsteel Fasteners (Replaces T-TRACKERNAIL02) T-POSITIVENL04(83k) Positive Placement Nail Applications with Paslode Fasteners (Replaces T-POSITIVENL03R, T-POSITIVENL03,T-POSITIVENAIL) T-AIRNAIL05(88k) EZ CODETm Nail Applications with Air Nail Fasteners (Replaces T-AIRNAIL02) T-BOSTITCH05(257k) Sheather Plus Applications with Bostitch Fasteners T-STRAPTITE05(80k) Hitachi Strap Tite Nail Applications with Hitachi Fasteners T-PLYWOOD04(110k) HPAHD22 and STHD Holdowns Installed Over Shearwall Diaphragm (Replaces T-PLYWOOD03 http://www.simpsonstrongtie.com/products/connectors/Isthd-sthd.html 4/20/2005 Sigipson Strong-Tie I LSTHD/STHD Strap Tie Holdown Page 5 of 5 T-PLYWOOD,T-HPAHD22) T-95WFCM05 (1 mb) Simpson Strong-Tie Companion to the AF &PA Wood Frame Construction Manual, 1995 Edition (Replaces T-95WFCM03) Fliers (PDFs) F-STHDTAB05(105k) STHD Built-in tab plus! (Replaces F-STHDKH) F-WIND05 (468k) The Effects of Wind F-OVERTURN05 (430k) Addressing Overturning (Replaces F-WCHOVERTURN03) Need help with downloads? Home I About Simpson I Contact Simpson I Browse Products Limited Warranty I Product Use Information I Parent Company Stay informed Sian up for Simpson's newsletters Copyright©2005,Simpson Strong-Tie Co,Inc.All Rights Reserved Contact Webmaster with questions or comments. h4://www.simpsonstrongtie.com/products/connectors/Isthd-sthd.htrnl 4/20/2005 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION fid- ����%:!/�i/� -�� r`�-,-;; 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND C 0 N T R A C T 0 R N 0 T E S General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. fj Wood: ° - o c, ®� GENERAL NOTES: 2, FIRE SAFETY: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. T�►�+� ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2, All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES II.0 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B LOCKED AREA. residential & commercial design .engineering.consulting BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Skeet phone: (631)167-6011 1 . AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. mponBeach,NewYOrk 11918 faz: (631)466-3354 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENl-ILA-i ED SPACE. E-Ma1: CArm8888@aol,com 2 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoskl,Arm 3 KeN Associates,LLC•fornnery East End Design Associates,LLC THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,. AND OWNER. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: p THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. plywood I wood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAK4GE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3• CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: LLC. No part thereof shall be copied, disclosed 4' to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they 8 Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO TFIE IMMEDIATE CONSTRUCTION AREA. prepared without written consent.been 5• PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING A':EA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUI_DING SITE PERIODICALLY TO AVOID EXCESSIVE 6• ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv 285 P Fb = 2600PSIA, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 8• ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PA-.,'TIES TO WORK OTHER THAN REGULAR HOURS. g• LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATE ..nR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT '.REATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SH.LL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS 'NELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIOf�. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FGR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFET" CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE OFGANIZATION IS UPON INSPECTION FOUND AT ANY 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GEJERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS (OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON M.)NOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. NOTE: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL VENT PIPES ARE TO HAVE ALUMINUM SLEEVES / COVERS SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ROOF DRAINAGE CALCULATIONS. i 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF AREA = 1925 sq/ft II 3" THROUGH ROOF II 2" THROUGH ROOF (in pounds per square foot) — ROOF USES(s) AND OCCUPANCY CLASSIFICATION Cs) USE LIVE LOAD DEAD LOAD V = A X R X C 25 sq/ft USE OCCUPANCY EXTERIOR BALCONIES 60 10 R = 192RAINFALL - .17 ft RESIDENTIAL R-3 DECKS (f) 40 10 C = COEFF. = 1.0 2 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 V = 1925 x 1 x .166667 = 320,83 d. TOTAL 0 F 4 BEDROOMS TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 321 / 42.25 VERTICAL FT. / FT = 7.6 U.F, V B ATTICS WITH STORAGE (b,e) 20 10 USE (2) 8' DIA. POOLS 4'-0" DEEP = 8 V.F. _ 2 HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 POOLS TO BE PLACED ON OPPOSITE SIDE OF PROJECT: NOTE: M U D R�O M AND FINISHING HEIGHT FIRE AREA HOUSE AND/OR LEADERS TO BE PIPED TO SECOND FLOOR E E THE SECOND E L E D R SLEEPING ROOMS 30 ,D POOLS COMPLETION AND WAS COMPLETED IN 1978 THE HEIGHT. BUILDING. FROM GRADELPLIANENCE TO STAIRS 40 (c) 10 ALL COVERS TO BE TRAFFIC BEARING GARAGE CONVERSION THE AVERAGE HEIGHT UNLIMITED AREA TO THE 3 STORY GUARDRAIL AND HANDRAILS (d) OF THE HIGHEST ROOF 200 (c) 10 3" SURFACE = 18' AS PER TABLE 503 ALL MULTIPLE POOL SYSTEMS ARE TO AS PER SECTION 502 OF ROOF 30 10 THE BUILDING CODE OF BE CROSS-CONNECTED WHEELER NEW SECOND FLOOR NEW YORK STATE. BATHROOM a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— RESIDENCE 3" POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. 2•• TOTAL HEIGHT FROM RIDGE TO GRADE 23'-1" 305 TUTHILL ROAD EXT. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, 3>' 3" 2LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY "NO INCREASE TO ROOF SIZE SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD ORA 300—POUND CONCENTRATED LOAD ACTING [SUE TO ALL MODIFICATIONS 2" THROUGH GARAGE RE ROOF OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. 3" 2" 2" 2.> ALL EXT. DECK FRAMING MATERIAL CCA NIC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN AND ALTERATIONS ARE DONE DRAWING TITLE: ACCORDANCE WITH SECTION R802.10.1. WITHIN EXISTING STRUCTURE" 3" 2.. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS GENERAL NOTES 3 TABLE R402.2 PLUMBING RISER DIAGRAM BATHROOM NEW MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE KITCHEN LAUNDRY MUDROOM BATH MINIMUM SPECIFIED SET: ISSUED FOR: DATE: 2" 2" AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) 2•> 3„ 2„ Dw ' 2,> EX. CRAW SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL NEW CRAWL SPACE NA 2 WASHER SEVERE (b) 7 EX. BASEMENT NA 2 FIRST FLOOR EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 2" 2„ NEW FIRST FLOOR NA sq. ft. CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) EX. SECOND FLOOR NA 2 NEW SECOND FLOOR 920 s ft. SEAL: DATE: 3" 3 NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON February 13, 2015 LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) PROJECT NO: 3•• 3" ATTIC (HOUSE)(a) NA 979-2015 ATTIC (HOUSE)(b) NA © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. C.O. C.O. 4" F.A. VENT c" BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND �QF NEW y DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `Q'� DEE O r ABOVE GRADE 3,000 (d) 5 R 'Q BDK C.0. c.o., ATTIC (GARAGE)(c) NA UNDER FEDERAL COPYRIGHT LAW. �> o '� C.O. 4' C.O. BONUS ROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT �� * CHECKED BY: w JJD To ScwA APPRO�/ED SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO WRITTEN AUTHORIZATION. , ,. THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) to r �`' SHEET NUMBER: 4" Cl SEWERAGE: SYSTEM SUNROOM NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF HOUSE DECKS NA A.K. I LP `L D ASSOC ATES, LLC. F1 o TRAP COVERED PORCHES NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1.0 07 N 1 COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. PLUMBING RISER DIAGRAM (NTS) (a) AT 28 DAYS PSI POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept, DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, Verii) all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE cons}ruction. © D•A•K ASSOCIATES, nc (b) WITH STORAGE 1 01 �N/ NO CHANGES WERE MADE TO THE EXISTING ELEVATIONS. ALL WORK WAS PERFORMED ON THE INTERIOR OF 3i _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � THE HOUSE WITHIN THE EXISTING STRUCTURE - - - - _ _ _ _ _ _ _ _ _ - - - 7 i D ®AoK ASSOCIATES �.c - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - r I I residential &commercial design .engineering.constAng i , II i io I I N ❑ TE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS I I 0 I I FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS , I � I I 506 Main Street phone: J631J 161-6011 II I I I I I I I Westhampton Beach,New York 11978 fax (631)466-3354 00 I NEW I °X N I I E-Mail: CArm8888@aol.com I II I N � Derkosid, m&KeN Associate, C®formeEst End Design Associates,LLCMUDROOM 7/7Existin x OWNERSHIP & USE OF DOCUMENTS: I II XwUJ I I I I These drawings and specifications including the Basement ideas, design and arrangements represented l l therein, are the property of D.A.K. ASSOCIATES, I II II LLC. No part thereof shall be copied, disclosed 83" -8 8'-81616 to others or used in connection with any work I I or project other than for which they have been I I _ I E istin (3)2x'10 Flush Gird r I I prepared without written consent. n I I " I - - - - —� xistinq (3)2x10 Flush Gir er _ _ - _ I _ - � o - -e-1 - I ; ; Existing L _ L - -1 L - L - -J Existing 3" Steel Column Existing 3" Steel Column Ii I Garage on in I I I I I on 24"x 24"x 12" I I II I 24"x 24"x 12" I I I I c I Conc. Ftg. E Conc. Ftg. o I I v I o it I I I 00 I I I I rb N I I I I . I L I I l i l Ld w i I NOTE: MUDRO❑M AND FINISHING OF THE SECOND FLOOR I I I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --- _ _ _ _ _ - - — 1 I I WAS COMPLETED IN 1978 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 41 ~ I-r- - - - - - - - - - - - - - - - - - - - - - - - - - I - - - -- - - - - - - - - - - - - - -� r — — — — — — — — T — — — — I Line of cantilever i Concrete Slab L----------------------------------------------------L-----------------J WORK NOTES: 2 0' 7' 18' 01 2345' EXISTING FOUNDATION PLAN_ SCALE:1/4"=1'-0" 8' lo 23' — 45' 1'-6" '-6" 5'-02" 9,_42" 5,_6"� g'_710 1 it 2868 2032 m CR235 PSW8068 2032 - 28310 lyzl� U40 C 0 Ex. UU- 0- - - - - - - - -I 31" i�31" co 31 av li 0 Cil. N o I 2 91" -111" New _01" ; I t— EX. N I 2 4 Bath 4 i t "' Bath I 06Existin ' Existing Existing� Existin . Dining Room 0 Bedroom Kitchenm00 PROJECT: 0 °' Garage I New SECOND FLOOR MudRoom �' Lin. COMPLETION AND All Wall and Ceiling `O ca to be Fire-rated I 31" ^ice 31" � 36"Ref, 1668F 2068 GARAGE CONVERSION :fl wiith 5/s" Type „X" 1 2 Mviio� (o u cabinet `~ Sheetrock I I.�" 10'-3" Dryer Washer P Pant C, (00 0 I = N � TO THE - - - - - - - - J 2668 8068 F.O. 068 ire-ra ed in W1 'EELEPOk Door and Assembly ® _ _ — — — — — — with self-closing hinges. 00 RES I D E 14C E N o 305 TUTHILL ROAD EXT. 00 SOUTHOLD, NEW YORK rn I All Wall and Ceiling Existing 0 EXIStIn to be Fire-rated Existing Living Room ' � DRAWING TITLE: 00 Garage withSheet oPk x" g Cl N Bedroom EXISTING FOUNDATION o =010 AND � I FIRST FLOOR PLAN I Ex. 00 WITH MODIFICATIONS Cil. N SET: ISSUED FOR: DATE: 3042 3042 40 U y._ U 40 I 3042 3042 cu I 3042 3042 3042 L———————————————————————————————————————————————J SEAL: DATE: February 13, 2015 PROJECT NO: All Headers are to lo' lo' 5'-01" -111^ �' All Headers are to 979-2015 V ,S 2 2 be (2)13/4"x9Y2" LVL's W DRAWN BY: be (2)13/4"x9)/2" L L afDEE Y0 BDK Unless Otherwise Noted �o' 25' Unless Otherwise Noted © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. �� �, ' R�- CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDQ �� JJD 2 3' 45' ol UNDER FEDERAL COPYRIGHT LAW. rli4 �' w SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT z WRITTEN AUTHORIZATION. A101 F L O Q PLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFEXISTING FIRSTD.A.K. ASSOCIATES, LLC. SS�ON THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/4'= T-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSI PE New Addition to Existing Floor Plan 2 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building I)-A-K ASS01114M ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. NO CHANGES WERE MADE TO THE EXISTING ELEVATIONS.100, 8' ALL WORK WAS PERFORMED ON THE INTERIOR OF 23' 2'-8- 39'-9-" 6 2 3 1 4 3 _ 3 1 4 THE HOUSE WITHIN THE EXISTING STRUCTURE I D ®A®K ASSOCIATES ac �� 28310-2* 2032 � 2032 28310-2* � NOTE: ALL R❑❑M S MEET ❑R EXCEED THE N residential d,commercial design .engineering.consvlNng -82" 5'-72" YS STANDARDS on ~�� 0o FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS 506Mainstreet phone: (631J767-6071 0 ,CU GAF Architectural Roof Shingles Westhampton Beach,New York 11978 fCD (631)466-3354 -It % Walk-in Closet 15 LB Fell E-Mail: CArm8888ftool.com r CDX Plywood Roof Sheathing Deerkosld,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC 23' 2'-5" 12'-10T" 8,_81" _81" 5,_71> 2"x 8" Roof Rafters - 16"oc. 17 ?�l/l%//I'''%� 1 1 4 1" °� 4 1 2 2 1 4 4 2 civ 2x10 Ridge OWNERSHIP & USE OF DOCUMENTS: 32 32a 32 32" o Bath 32 D 196.74 /ft Room Size These drawings and specifications including the Bedroom in iu 9 P g CD 15.74 sq Natural light 22.44 Provided 12 ideas, design and arrangements represented 10 o 7.87sq/ftNatural Ventilation 12. sq/ftProvided _ therein, are the property of D.A.K. ASSOCIATES, 180.23SgfftRoomSize t2 x oc. LLC. No art thereof shall be copied, disclosed N 14.42 sq/ft Natural light 14.96 so Provided o P p 7.21 sgttNatural Ventilation 8.44soProvided foo' ?�� to others or used in connection with any work 2668 2068 ,� �� or project other than for which they have been 71, u Bedroom titi��5 fps prepared without written consent. o 3.— 4� z 18'-14 � co co ~�' Hall ICU CD 01 OJ N I N I " Attic Storageto ® All smoke Detectors are to be combination smoke M �' AttIC Storage N N —10J 00 and C/0 detectors.Hardwired to each other. u M 2668 266 co �uu M M CD O N 2x6 - 16 oc. Attic e Stora CI" (2)2x4 Top Plates Storage R-19 Insulation R-19 Insulation Attic Storage' '-54" 10'-12" M� All Wall and Ceiling 3z 1 3-1" I" .�IN to be Fire-rated 2 4'-8"Wall HgJ Existing with Y Type "X" i nJ i i i ; New e,0' 7777777777_777XZ// 32" 3 " 2x4 STuds 16'oc. Garage 2x4SStudock 16'oc. i MudR bm i i Bath All Wall and Ceiling Attic Storage IRJ �' to be Fire-rated R-11 Insulation I I I I I R-11 Insulation with s8 Type "X" CDX Subfloor I i i _I(U r,� 2x4 Shoe Sheetrack M M 2x6 CCA Shoe _I(U -:ICU R-191nsulation x6 - 16"oc aI I� co co M M 4'P.C. Slab 2x4 CCA Plate 20 CCA Plate 20 CCA Plate WORK NOTES: R-19 Insulation �IrU _iry M M All Headers are to All Headers are to be (2)13/4"x9Y2" LVL's FINISHED SECOND FLOOR P be (2)13/4"x9%2" LVL's rA Unless Otherwise Noted Unless Otherwise Noted -CROSS SECTION SCALE: 1/4'=1'-0" 102 SCALE: 1/2" = 1 '-0" New Addition to Existing Floor Plan NOTE; MUDROOM AND FINISHING OF THE SECOND FLOOR WAS COMPLETED IN 1978 12 � 4 12 12 12 124 GAF Architectural Roof Shingles 12 Attic GAF Architectural Roof Shingles 12 Attic 15 LB Felt F15 LB Felt Y2" CDX Plywood Roof Sheathing Y2' CDX Plywood Roof Sheathing 2"x 8' Roof Rafters - 16'oc. I I 2x6 - 1 x - 1oc. 2"x 8' Roof Rafters - 16'oc. x6 _ PROJECT: SECOND FLOOR 2x10 Ridge � 2x10 Ridge � (2)2x4 Top Plates 2224 To Plates � (2)2x4 Top Plates COMPLETION AND R-19 Insulation R-19 Insulation ( ) p R-19 Insulation i R-19 Insulation i i GARAGE CONVERSION R-11 Insulation i �D R-11 Insulation Attic StorageY B droom " CDX Subfloor I Bedroom Yf CDX Subfloor TO THE 2z4 STuds 16"oc. 2x4 STuds 16"oc. 2x4 Kneewall i 24 STuds 16'oc. iWHEELER i i 2x4 Shoe s8 CDX Subfloor 2x4 Shoe I " CDX Subfloor 2x4 Shoe RESIDENCE i 2x10 - 16'oc. 2x10- 16'oc. 2x10 - 16'oc. 2x10 - 16"oc. (2)2x4 Top Plates (2)2x4 Top Plates 305 TUTH I LL ROAD EXT. I I R-191nsulationR-19 Insulation R-191nsulalii i R-191nsulation SOUTHOLD, NEW YORK I I ExistingIStlrl x I I DRAWING TITLE: Living Room Kitchen (� 2x4 STuds 16"oc. //� 2x4 STuds 16"oc• B droom i Bedroom FINISHED SECOND FLOOR PLAN AND CROSS SECTIONS ii %" CDX Subfloor � rCDX Subfloor I I AS NOTED 2x4 Shoe 1 i 2x4 Shoe 2x8 Box Beam 2x8 Boz Beam 2x8 - 16"oc. �iJ1J2A11J1 2x8- 16"oc. VUiSW1A 2x6 CCA Shoe - 16"oc. Tj�JlJ1 2x8 - 16"oc. U1JiJ1J�jp SET: ISSUED FOR: DATE: 2x6 CCA Shoe (3)2x10 Girder (3)2x10 Girder R-19 Insulation R-19 Insulation R-19 Insulation R-19 Insulation E Damp Proofing Damp Proofing 8' PC. Foundation 3" Dia. Steel Column 3" Dia. Steel Column Existing Basement 8' PC. Foundation Existing Basement SEAL: DATE: February 13, 2015 4" P.C. Slab 4" P.C. Slab PROJECT NO: 979-2015 16'x8" Conc. Ft DRAWN BY: 16'x8" Conc. Ftg. 9• Min. 3,-0" Below Min. 3,-0' Below pF NEW Y Final Grade. Final Grade. ,` �, DEEB, 0 BDK 2'-0"x 2'-0"x V-0" 2'-0"x 2'-0'x t'-0' © COPYRIGHT 2015 D.A.K ASSOCIATES LLC. C �o CHECKED BY: Conc. Ftg. Conc. Ftg. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 'P UNDER FEDERAL COPYRIGHT LAW. r- ' � w JJD w�a, PLANS MAY NOT BE REPRODUCED WITHOUT 2 �� ,:. SHEET NUMBER: WRITTEN AUTHORIZATION. ti B CROSS Sl"=� CTIONC ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FQARo. 725�P�� Al 02 -CROSS SECTION '- (- D.A.K. ASSOCIATES, LLC. ESStO 102 102 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D"A"K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ADDITIONAL NOTES _ PLOT PLAN 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SITE PLAN & CONSTRUCTION NOTES 36 34 BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION (Shown as revision #2 on plan) METAL WROUGHT AGAINST DAMAGE, COLLAPSE AND DISTORTION ACCORDING TO ` 36 IRON FENCE �54 � LOT 2 APPLICABLE W RAM DE STANDARDS. - Amendments made t0 drawing are as follows: , 34 N 83 23 7 I 265, ING LUMBER SHALL BE MIN. FB 1200 PSI AND g_ SHALL BE GRADE MARKED AT MILL (P=90 PSI AND E=1,000.000 _ 265.54' ---------------- o ° E' . 3 1 TC PSI) PROVIDE CROSS BRIDGING AT MAX 4"-0" O.C. FOR ALL - Revised site plan to show correct layout of I EL. 32.9 NEW JOINTS. driveway, back porch & front terrace lz� \ 3 ALL NEW P/C FOOTINGS AND CONC. WALLS TO BE OF (1. 2. 3 1/2) \ STONE CONC. MIX ALL CONC.TO BE 2500 PSIALL FTGS TO BE ' Added gates, brick wall, brick piers & wrought iron III w I 12 THICK AND TO BE MIN. 4-0" BELOW GRADE. fence along property line ,� q \ I z 4 ALL NEW WINDOWS TO BE MANUFACTURED BY ANDERSON WINDOWS. N� ' �0 ° _ 5 ALL NOTES MUST BE COMPLIED WITH, ALL SMOKE DETECTORS/HEAT I --1 DETECTORS ARE TO BE INTERCONNECTED AS PER CODE�\ - o ° ° EL 36.2 I REQUIREMENTS. \�\ �� U �� Q:) NEW YORK STATE ENERGY REQUIREMENTS I ( 01 18p71'METAL WROUGHT �-- o a \ IRON FENCE . .. _ ..... . . :. . .:::. : ::: .. ......... ..................r.s...:.....::.:.:...:T ? �... ..� . ........................... .......................... ....... ....... . . ... .... .................................................................sGn . a ....................... �— TC LA WV 20'-43" �» EL. 33.4 Non-Electric Comfort 4 22 -84 \ Heating Electric Comfort Heating \ \ ......... ...... .. ..I...... .. Envelope ::S;Oao=6:;00:0:: 7,000-8,000 ::5;Ooo ;:000:: 7,000-8,000 \ ° ° Component De.r ... . .. . .. ZONING I ;.. ... ee YsDe ree Das De ree Da .: .. ADDRESS: 2230 CEDAR DRIVE \ EAST MARION, TOWN OF SOUTHOLD `� ^I BRICK \ Exterior Wall :::R=:1:$:::::::::: : R-18 : ::R:=23: :::: R-23 SUFFOLK COUNTY, N.Y. PIER, — Roof/Ceiling ::::::R=:19:::::::::: R-24 ::::: =26:. ::: R-33 N N N TYP. CURB Floor ::R=:1:9:::::::::.:: R-19 ::::R .: R-24 BLOCK: 05 LOT: 16 \ I \ CUT Foundation Wall ::::R=:10:::.:.:.:.: R-10 =10:::::: R-10 V� Slab Edge Insulation ::::::R_1:0::::::::: R-10 ::::::R :10:.:.::.:.:.: R-10 SECTION: 022 \ EW / ! GATE Glazing :::: R=1::7:::::: R-1.7 :::::::R= 6: :: R-2.6 DISTRICT: 1,000 RI R-2.5 R-2.5EtDoors occ. CLASS RES. 285 S.F. O ? -- :::::::::::::::::::::::: :::::::::::::::..:.:::::::::::: CONST. CLASS NFP :........... p 17� .................... NOTE: T 15 .................... o \ I L. 34. AS PER SECTION 7814.1 LESS THAN \ N EQKH o ____ ____ H SE 17% WALL GLAZING - I SAFETY OF PUBLIC AND PROPERTY AREA MAX. USE o ° to o BRICK "' R—VALUES OF DURING CONSTRUCTION OPERATION NOTES -o I WALL INSULATION AS PER CURB TABLE 5-1 p 100'-4" CONC o CUT �Z WEft MACADAM ZONING AND 1 THE PROVISIONS OF ARTICLE 1900 SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS WITH REGUARED TO THE SAFETY OF THE PUBLIC AND PROPERTY. CONSTRUCTION CODE INFORMATION OPERATIONS SHALL INCLUDE EXCAVATIONS, ERECTION, REMOVAL, DEMOLITION AND REPAIR FOR GATE - REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOYED IN SUCH CONSTRUCTION E o OPERATIONS, THE PROVISIONS OF ARTICLE 10 OF THE LABOR LAW AS IMPLEMENTED BY THE / UR PROPOSAL OF A INDUSTRIAL CODE OF THE STATE OF NEW YORK RULE # R3 SHALL APPLY. \ / 2 STORY RESIDENCE 2 THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT LAWN ' 4 '-34» � UT LOT AREA = 40,090 S.F. TOTAL, OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED EAST MARION HIS OPERATIONS. GATE TOWN OF SOUTHHOLD,NY 3 N� STRUCTURE,°°'DEVICE OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR TEMPORARY 150,_0 BLOCK = 05 INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR PORTIONS OF THE BUILDING SHALL BE ❑ 0� LOT =16 LOADED IN EXCESS OF ITS DESIGN CAPACITY. EL. 33.0 — l `� ° LAM � SECTION = 022 34 4 THE APPLICABLY PARAGRAPHS AND SUB-PARAGRAPHS THAT SHALL GOVERN THE CONDUCT OF ALL METAL WROUGHT cc�� ZONING DISTRICT =R-40 (RES) CONSTRUCTION OPERATIONS ARE NOT LIMITED TO BUT SHALL INCLUDE THE FOLLOWING. 36 — ' IRON FENCE LOT COVERAGE ALLOW = 20% = 8,01 8 SF a. INSPECTIONS SHALL CONFIRM TO SECTIONS OF THE N.Y.C. CODE AS REQUIRED. EL. 6.5 +: SIZES AND STRESSES OF MATERIALS SHALL CONFORM TO APPLICABLE CODES. O c. THE PROTECTION, RELOCATIONS AND/OR REMOVAL OF EXISTING UTILITIES SHALL CONFORM. -180. 7 - NEW BUILDING d. TEMPORARY ELECTRICAL WORK SHALL CONFORM TO APPLICABLE CODES. l _ _ o (FIRST FLOOR) = 2,172.00 S.F. e ANY PRDESOTECTION AND RELATED CONSTRUCTION OPERATIONS SHALL CONFIRM TO CODE REQUIREMENTS. PROP SECOND FLOOR = 1 ,891 .0 S.F. REQUIRED UNDER ARTICLE 19 SHALL CONFORM TO APPLICABLE CODES. PROPER 7), ��/�/E EL. 36.5 O g. "ALTERNATE" OR ":EQUIVALENT" DETAILS SPECIFIED IN ARTICLE 19 SHALL CONFIRM TO CODE REQUIREMENTS. TOTAL 4063.0 SF L O r MAINTENANCE OF THE SITE AND ADJACENT AREAS SHALL CONFIRM TO LOCAL CODES. h = PROTECTION OF ADJOINING PROPERTY SHALL CONFORM TO LOCAL CODES. 4 Q� JI . EXCAVATION OPERATIONS SHALL CONFOM TO CODE REQUIREMENTS.TO NEW GARAGE = 21 '-8"X20'-5"= 440.0 SF k. ERECTION OPERATIONS SHALL CONFORM TO CODE REQUIREMENTS. EL. 35. 4 NEW RAISED DECK = 848.0 SF m. REPAIR1. ON ALTERATION OPERATIONSIONS SHALL OSHALRM OL CONFORM CODE APPLICABLE�I CABLE CCODES. TOTAL — 1 ,288.0 SF n. SCAFFOLDS SHALL CONFORM CODE REQUIREMENT. o. STRUCTURAL RAMPS, RUNWAYS AND PLATFORMS SHALL CONFIRM TO APPLICABLE CODES. P. MATERIAL HANDLING AND HOISSTING EQUIPMENT SHALL CONFORM APPLICABLE CODES. EXISTING LOT AREA = q. EXPLOSIVE POWERED AND PROJECTILE TOOLS SHALL CONFORM CODE REQUIREMENS. 40,090 SF. (AS PER SURVEY) r. EXPLOSIVE AND BLASTING SHALL CONFORM TO AUTHORITIES HAVING JURISDICTION. LEGEND s. TRANSPORTATION, HANDLING, STORAGE AND USE OF ALL FLAMMABLE AND COMB Q �n MIXTURES, GASES, AND OTHER HAZARDOUS MATERIALS SHALL CONFORM TO L v ALLOWABLE LOT COVERAGE = 20.0% t. SAFETY REQUIREMENTS FOR EXPLOSIVE ACTIVATED TESTS SHALL BE IN ACCO EXISTING TREES \ 20% OF 4090 SF. = 8,018.0 S.F. u. REFERENCE A ONSTRUCTION INSTALLATION,LLATION, INSPECTION, MAINTENANCE AND USE OF POWE RAT 2011 CRANES SHALL CONFORM TO REFERENCE STANDARD RS - 4 \ 19 2. REQUIRED SETBACKS v. CABLEWAYS SHALL CONFORM TO REFERENCE STANDARD RS. �J MIN. SIDEYARD ALLOW = 15 FT. (1 SIDE YARD) gIDG.DEPT. / To%%OF SOUTNOLD 35 FT (COMBINED SIDEYARDS MIN.) LEGEND PROPOSED SIDEYARDS = 34.0' FT (1 SIDE YARD 97'-5" FT (COMBINED FACE BRICK OR BRICK UNITS • SIDEYARDS) c GKA DESIGN GROUP Inc. SCALE. .) • ;° .: POURED CONCRETE ]0-64 Jackson Avenue-Long Island City,New York-11101 PROPOSED SITE PLAN �,s"=V-0" Tel: Avenue -L(718)729-4100-Fax: (718)729-5707 ity, ewYo REQUIRED BUILDING HEIGHT = 35 FT CONCRETE MASONRY UNITS GENERAL NOTES ACTUAL = 30 FT. III II—III PROJIECT: III-III=III-1 EARTH-SOIL PARKING — 2 CAR PLYWOOD THE GOROS RESIDENCE ROUGH WOOD FRAMING 2230 CEDAR DRIVE 1 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE 7 LAYOUT OF WORK: THE CONTRACTOR SHALL LAY OUT HIS WORKFROM THE DIMENSIONS SHOWN TOWN OF SOUTHHOLD, NEW YORK BUILDING CODE AND ALL APPLICABLE STATE CODES, FEDERAL REGULATIONS,NFPA 101 ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR ALL MEASUREMENTS IN CONNECTION THEREWITH LI N TEL SCHEDULE BATT INSULATION THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ALL APPLICABLE LOCAL LAWS AND REGULATIONS. AND SHALL ADVISE THE ARCHITECT IN WRITING, OF ANY AND ALL DISCREPENCIES OR CONFLICTS 2 ALL FINISHES AND MATERIALS USED IMUST COMPLY WITH THE FLAME SPREAD RATINGS, FIRE PRIOR TO COMMENCING THE ACTUAL WORK.. (D ASSORTED STEEL MEMBERS R E V I S 1 0 N S AND SMOKE REGULATIONS REQUIRED BY ALL FEDERAL, STATE, LOCAL CODES IN ADDITION TO THE 8 FURNISH ALL LABOR, MATERIALS AND EQUIPMENT TO COMPLETELY DEMOLISH AND REMOVE EXISTING L f 1 �— No: REVISION DATE N.F.P.A REGULATIONS. CONSTRUCTION INDICATED FOR DEMOLITION ON THE DRAWINGS. REMOVE EXISTING MARK OPENING SIZE W 1 REVISION 10-22-05 3 ALL WORK SHALL BE PERFORMED IN' ACCORDANCE WITH OSHA REQUIREMENTS. PARTITIONS, DOORS, FRAMES, ETC. AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR; THE INSTALATION MARBLE OR STONE 4 OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED BY LOCAL LAWS, ORDINEANCES AND REGULATIONS OF NEW WORK. PATCH ALL SURFACES AT REMOVALS INCLUDING FLOORING, BASE, WALL ( Q2 REVISION 11-17-10 L-1 0" TO 4'-0" .� 4" " " L/ PERTAINING TO THIS WORK. SURFACES, ETC. X3-1/2X1/4POUROUS FILL-GRAVEL 5 EXISTING LINES OTHER THAN THOSE INDICATED ON THESE DRAWINGS MAY BE IN THE 9 PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDINGS To PROTECT EXISTING VIVORK BUILDING. THE CONTRACTOR IS WARNED TO PROCEED WITH CAUTION WITH ALL WORK, ESPECIALLY AND FINISHES. UPON COMPLETION, REMOVE ALL PROTECTION CLEAN ALL EXPOSED SURFACES L-2 4'-1" TO 6'-0" 4 5"X3-1/2"X3/8" FINISH WOOD & TRIM \ l WITH EXCAVATION WORK. HE IS TO MAKE ALL POSSIBLE INVESTIGATIONS AS TO POSSIBLE AND LEAVE ALL SPACES IN A CLEAN, ORDERLY CONDITION AND BROOM SWEPT. THE CONTRACTOR UNMARKED UTILITY LINES. SHALL BE HELD RESPOSIBLE FOR ANY DAMAGE CAUSED BY INPROPER PROTECTION AND SHALL REPAIR 6 CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD COVERING OR AFFECTING THE ANY DAMAGE CAUSED WITHOUT EXTRA CHARGE TO THE OWNER. L-3 C-1" TO 8'-0" 4 6"X4"X1/2" RIGID INSULATION Q0 NG: DRAWN By. WORK. HE SHALL OBTAIN AND VERIFY ALL DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND 10 CONTRACTOR SHALL REMOVE ALL DEBRIS FROM JOB SITE KEEP CONDITIONS MAINTAINED E PLAN & LOCATION AND SHALL REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE IN A SAFE AND ACCESSIBLE FASHION. GLAZING - ELEVATION �' O.R. WITH OR OTHERWISE AFFECT PROPER COMPLETION OF THE WORK. DRAWINGS SHALL NOT BE SCALED. 11 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE 8 -1 TO 10 -0 W 8X5 + 6"X4"X1/WORK WHETHER OR NOT EXPRESSLY INDICATED ON THE PLANS. )ITINSTRUCTION TES SHEET No: 12 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL POWER DURING CONSTRUCTION L-5ffff AND TEMPORARY ELECTRIC LIGHTING FOR ALL PORTIONS OF THE WORK. 02$ S NOTED A-0 `TATE OF DATE: OCTOBER, 2005 WALL TYPE A❑ NEW CONC. WALL (FURRED) NEW 8",12" POURED CONC. FOUNDATION WALL 50'-10 6" (SEE PLAN) FBI NEW BRICK VENEER WALL 4" FACE BRICK 16 BUILDING FELT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/4" PLYWOOD SHEATHING 2x6 WOOD STUDS--16" O.C. .. . .. .. .. ... ., . .. .. ., •, . :. :•:.:'.'.':. .4•.;� :''s,• �.••. 'r: W 4" FIBERGLASS BATT INSUL. .. a ..,.•.. .. .. ...• 5/8" G.W.B. (PAIN TED) METAL TIES ® 16" O.C. (EVERY 4' IN HEIGHT. [C� STUCCO WALL 'STO' ACRYLIC STUCCO FIN. -14 I 12'-4� 23'-6 6" 12 18' I ON RIGID INSULATION (PER MFR. SPEC.) BUILDING PAPER o) 3/4" PLYWOOD 8 B ( SHEATHING 2x6 WOOD STUDS--16" O.C. W/ 4" FIBERGLASS BATT INSUL. ^IN y:.•. '� \ I I 5/8" G.W.B. (PAINTED) UNEXCAVATED _ _ -` \ \ �•. F I n RATED PART. (2 HR) LINE OF BRICK r I - :� -- • •_�.+ _ S ' ON FOUNDA ON WA / /•� I'. ,'r~ �'. ( TWO LAYERS--S/8" G.W.B. UTILIT K END OF B 1iK ON FIRECODE 'C' (EA. SIDE) .::. FOUN TION WALL L': UNE OF BR/CK ,�IN -r.. — — — — — — — — I " E bF BR/CK 2x4 WOOD STUDS--16" O.C. l / ��' ` 4, ` ABOVE j I r ` '� I O ^ 4" FIBERGLASS BATT ::.1•,. POUR I I I 1 �cp INSULATION t l L_ - - - - — —CONCRETE - - - - �:. I 1 O ^I r ", I .� I N 't r. icJ I . .... .; ::, N •..I '^�.�; : :�;.-- - - - - - n RATED PART. (1 HR. ONE LAYER 5/8" G.W.B. 6'-24" 6'-2 — — 2 "• L003 FIRECODE 'C' (EA. SIDE) 2x4 WOOD STUDS--16" O.C. A-9 4" FIBERGLASS BATT INSULATION I •, „• I ^Irl• � _ »•', ''• ,. I 26 zzsys . :,' �' I o 10 F TYP. INTERIOR PART. 1 I F J LO .; C01 END OF BRICK ON I =••'. — o — — — OPEN CELLAR FOUNDATION WALL .. L_ — — — — — — — — — d — — — — ONE LAYER--5/8- G.W.B. — *-* � FIRECODE 'C' (EA IDE) I I ( I AIR HANDLER 'RHEEM" 2 Ton Cooling AC 2x4 (2X3) WOOD STUDS--16" O.C. NE OF BRICK g Unit i N FOUNDATION W LL MOD# RBHK-17JOONHE SER# M2806 04209 L_ — CO2 �Irt ... —. —.. ..—..—.. .. .. � n INTERIOR PARTITION f• I a 1 TOILET — ELECTRIC SWITCH h :M •:•y• :,,f.• ^ � 03 DISCONNECT ONE LAYERS--5/8" G.W.B. t;pp I r I STEEL COLUMN I f: (INTERIOR SIDE OF rl O ,.' I I \O/ 5» 6"X�„ 19'_ MOISTURE RESISTANT) - I I I NE OF BR/CK °° I —1 9 -11" DUCT '-r' 2x4 WOOD STUDS--16" O.C. N �' I ( 1 �Id SOFFIT I I I �' N FOUNDA TION WALL F D. 1 I I _ I � A CO3 ABOVE I r " D WALL PORTION U77LITY ROOM I L J I W12X72 I J —8 � I ---- - ' WI1N BRICK STEEL BEAM IIr I `i I,� AS-BUILT '� ABOVE V — — _ — — —_I I ( e i• I I CELLAR FLOOR PLAN ^� I ' _______ 'f, .. ( AlR HANDLER 'RHEEM" ^� "' UNEXCAVATED ,l I o C (Shown as revision #2 on Ian 4 Ton Cooling Unit STEEL COLUMN —— F. plan) ^ MOD# RBHK-24JOONHD n io I I I SER# M1407 05180 6"X6" - �, �, I 18'_5" Amendments made to drawing are as follows: F.D. ,:�..i: : r' 1 8 1 C05 = I = I ,::y.:j'• �` ( - Revised open cellar, utility room, mechanical - WA ER METER C04 STORAGE y,'•'.• I °a:: room & storage room locations -- --- MECHANICAL RO AC- ROOM ( i' g 2 GAS WA TE 0/LE UNITS: - Revised toilet location & added shower 3'- " i 21 TRIANGLE TUBE 1„ T/GE SOLO 175" 7„ C 15 RISERS - Added mechanical & plumbing fixtures & specs - HlI1iH 135,000 BTU 12—¢— (2) LAYERS OF SHEE7ROCK 7 2- TAI ASE 7- " UP :'•:;. I - Revised foundation at front entry & side stairwell H.W.H. UNIT. 2 8 .: •:' y °j TURBOMAX 1„ R0O1v66P1 2" � � — — — — HOUSE — — — — — — — — — — — — — — — ^ (left side) 4• p MOD# RE 30-3 F N A7�' WALL TRAP & I -ON Revised rear terrace foundation wall @ to of jj I 61154 7f. SEWER p 'y• r•'- ter'' . +. 3' ¢ C.O. ' drawing '`O - - - - - - - J g ;t o J rnl END OF BRICK OA( '-o' li I ,'':' ,1,, N •'i; o ;aN A I '. . - - - - - - - - - - - - - - - - - FOUNDATION WALL / --LINE OF BRIGI� 10„ t=co EL PANELS, TYP ol`O I 2 AII ,lo ON FOUNDA 71ON WALL - LO LINE OF BR/CK ;I': ;.AW�lrn — ` r — F D W — — J N ON FOUNDATION WALL 10 i OUND TI N WALLL ��� DD _ F —1 s 4„ N I I �>Ia, MIN. '� •' I i WINDOW LIGHT o/ + $ L - - - - - - - - - - - -� 5'x5" I 5'x5" WELL LOW WALL — — — STEEL COLU N i STEEL .OL MN , ,. 4'-8" - - - - - - - - STAR77NG ® 1 - ,_o» BELOW GRAD WALL POR77ON 10' GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 8" 8" Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T: THE GOROS RESIDENCE NOTE' 3'-14" 12'-42„ 5,-28» 11'-416" 4'-108„ 2,-38» 8,_93„ 2,-4„ 2230 CEDAR DRIVE DOTTED LINE IN FOUNDATION WALL 1'_0" 1'-0" -o" 1'-0" -o" 1'-0" -o" -o" TOWN OF SOUTHHOLD NEW YORK DENOTES BR/CK STAR77NG IN FOUNDA77ON WALL 7'-2$" 11'-4T6- 6'-108" 11 3'-38" 8'-94" 4" SHELF FOR FACE BRICK CONTRACTOR TO Ir VERIFY HEIGHT IN FIELD (TYP.) (SEE WALL R E V I S 1 0 N S SEC77ON FOR DETAILS) No: REVISION DATE A 1 REVISION 10-22-05 SOLID UNE IN FOUNDA 77ON WALL —5 DENOTES BRICK STAR77NG ABOVE FOUNDATION Q2 REVISION 11-17-10 WALL (SEE WALL SEC77ON FOR DETAILS). NO: DRAWN By. LLAR 0.R. vy OOR PLAN `�' O SHEET No: 02�' S NOTED �_ 1 SCALE: -4TEof 1CELLAR FLOOR PLANATE: 1/4"=1'— OCTOBER, 2005 B -6 WALL TYPE 50'-1016 21 [A] NEW CONC. WALL (FURRED) ^� NEW 8",12" POURED CONC. 10" 10„ ;. FOUNDATION WALL 17'-2 " 7'.4» 24'-78" ( EE PLAN) � is 3'-0" HIGH BALUSTRADE (TYP.) r-1rr�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r� r�r�rr_1r7r7Ir_1r�r�r�rrLL CONC WALK n NEW BRICK VENEER WALL I L JLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJL JLJI I I LJ LJ L JLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJ LJ LJ LJ LJ r� 2 R DN 3/4PLYWOOD LJ 7-5/16" MAX SHEATHING �J 2x6 WOOD STUDS--16" O.C. LJ W/ 4" FIBERGLASS BATT INSUL. 2'_6„ 4'-A LJ 14'-516" 23'-5414'-1gMESAL TIER. (PAINTED) �; I ® 16" O.C. (EVERY 4' IN HEIGHT.) LLJ r1 LJ LJ 1 " I3'-22" 1 n STUCCO WALL 1 1 r-i 'STO' ACRYLIC STUCCO FIN. AC-3 UNIT D17 RHEEM CONDENSER GRANITE TERRACE ' 1'�" r� ON RIGID INSULATION (PER MFR. SPEC.) 3.5 TON A/C UNIT OUTDOOR UNIT) 2 2 - 8 4'-3" 4'-3" LJ BUILDING PAPER Mod# RAPC-042JA LJ ^!d 3/4" PLYWOOD Ser#• 6993 F3206 3370 ^ SHEATHING I�IN W/ 4" FIBERGLASS BATT INSUL. ^ :I� Cooling cap: 42,000 Btuh r.� 4 ;X4 STEEL 3 L J 2x6 WOOD STUDS--16' o.c. 51" CO)LUMN 2 2L7 4"X '� L r� OVERHANG 5/8" G.W.B. (PAINTED) I 114 1' 6 ��° I 8 5' COLUM I r� ' LJ ABOVE c0 5'- " 14'-5j. LJ n RATED PART. (2 HR) 2 j AC-1 UNI T p TWO LAYERS--5/8" G.W.B. "X4"S E 4"X6" 4"X6"STEEL O w3 W3 6'-44 3.5 TON A/C UNIT (OUTDOOR UNl ) FIRECODE 'C' (EA. SIDE) �I� Mod#.- RAPC-042JAZ I � # 2x4 WOOD STUDS--16" O.C. N 2 Ser#• 6993 F3206 13376 4",X6"STEEL 4"X6" EE Cooling cap: 42,000 Btuh 4" FIBERGLASS BATT 2 COLUMN coLUM I H H H H H H H H I NIT w' 6l-J" - — — — INSULATION ^ 2 ? PANTRYE!j RHEEM UCONDENSER 5' 6" 9' 6" 3 WIN 0 I I 'E p '9 2 TON AICRAPUNIT (OUTDOOR UNIT) E RATED PART. 1 HR.) I `r 1 I Ser#.• 7257 M3406 03993 ONE LAYER--5/8-5/8" G. B. Cooling cap: 24,000 Btuh FIRECODE 'C' (EA. SIDE) 2Q99�2Q9�r BREAKFAST 2x4 WOOD STUDS--16" o.c. B 10 I N 4" FIBERGLASS BATT N INSULATION FAM/ Y ROOM I I 1» 5" METAL STAIRS UP A-9 2'-6" "� I F KITCHEN 7-42 5'-3$ I TO GARAGE ROOF CLOSET B 4' L "1 ^0) n CHASE WALL LF I T WAS ER >, „ tee° IWC 108 r 1 4X4 STEEL I LAUNDR IN ONE LAYERS--5/8" G.W.B. L_J UMN I _ J ROOM (INTERIOR SIDE OF POWDER- I it — — — DRYER MOISTURE RESISTANT) SIN OOM — T S R'41 ^ LE Jr� — — 1 2x4 WOOD STUDS--16" O.C. r J I >C ca EG: Q I I I I C n CHASE WALL <1- LJ 2 N / -- -- NN L J V �O r� _ LJ F.D. 6-84 7'-4" 6 -84" — 3-08 ALLWAY - 16 3' S-82 5'-0" 5,_3 „ #_Cq� r 2—CAR_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 ONE LAYERS--5/8" G.W.B. LJ .�I _ _ _ _ _ _ _ GARAGE - - - - - - - - - - - - - - - - D J LJ �Itl 15 R RS I ' I ' 1 (INTERIOR SIDE OF ULJ — — — O � � 6"X6"STEEL 6"X6"STEEL C�? 7 D — — T »— — 63» 3„ 4 =� MOISTURE RESISTANT) —8 �� - -- - ; �� COLUMN COLUMN—/ — — 4'-0" 7-6� 4'_0" 4 21 -18 „I r? "�r} 2x6 WOOD STUDS--16" O.C. srT LJ r� — -- — el — N O cc`O L J — — L RREPLACE I I I N AS-BUILT (Z I QN �J - -- - 3 — 1ST FLOOR PLAN I (n r_1 " — I I I I LJ — —� — 3'-0" H cH L J I I I o Sown as revision #2 on plan) BALUSTRADE TYP. LJ F-1, _ _ LEJ I I g 2 ENTRY '-8" 3'= " Amendments made to drawing are as follows: 8 DN 2 — - Revlised exterior stone terrace & porch railings to 8" MAX 3'-2" 103 - — DINING balustrades LIVING ROOM N/�B ^ `; 15 Is ROOM - Revised layout of exterior walkways & added metal FB 4"X6"STEEL � 1 �� W 0 W1 B wiCOLUMN GARAGE GARAGE DOOR stairway behind garage COLUMN 11 n12 7» 1» 7„ - Revlised entry at front porch & narrowed stairwell 6-3 -114 -38 at left side of house 4"X4 STEEL I I Iq COLUMN B COL MN o CO UMN 3 IMNDOWS ""� - Revlised Stairs (100) to show correct layout COLUMN L B N N N - Revlised layout of fireplace & added columns in 3 - living room 103 3» 4"�C4'St EL - g 1„ 716 7,-33„ 7,_115„ _4 , - Added A/C units at rear of house 4 I o 16 6-0" 16 N bN I J - Revlised number of garage doors from two to one �II� "' GRANITE PO - J r� 4�„ F.D. 5'- 'A 18'-0" 2'-14" - Added closet at breakfast area & revised side entry 3'-0" HIGH to galrage showing correct stairway configuration BALUSTRADE T P. ��` 4R DN J LJ LJ `� r�r�r�r�r �r�rIrIr�rIr� 1'_43" - Added correct layout of kitchen appliances 2 r�r�r�r�r� 9r1r�rir�r�r�r� LJ LJLJLJ LJLJ LJLJ LJLJ LJ 8 V� LJ LJ LJ LJ LJ LJLJLJ LJ LJ LJ LJI I 21'-6L" - Revised rear exit onto stone terrace to show swing r - - - - - - - I WINDOW WC2 LARK MIN 8 3'-0" HIGH doors rather than sliding =1 _ I LIGHT WELL C RB BALUSTRADE (TYP.) - Revised rear exit near pantry to show window -- --"' -- I instead <�>� � >� CONC DRIVEWAY �� r�r�r�r�r�r�r�r� I I 12'-0» _ LJLJ LJLJLJ LJLJLJ A WALKWA Y [� , —5 L 1] 4'-1 14'-5 5' 8" 3'-38" 10'-94" 3'-38" GKA DESIGN GROUP, Inc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T: THE GOROS RESIDENCE 59'-5j 6„ Ir 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK CONC DRIVEWAY R E V I S 1 0 N S No: REVISION DATE 1 REVISION 10-22-05 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q2 REVISION 11-17-10 MACADAM DRI VEWA Y DRAWING: DRAWN By. i�:RC I/ R-&T ' 01 ��9�,� FLOOR PLAN 0.R. SHEET No: I SCALE: SCALE: , � AS NOTED A-2 FIR %-)T FLOOR PLAN » » 1 *S�` 0283 DATE: 1/4 =1 — q7E Off' OCTOBER, 2005 WALL TYPE FA-] NEW CONC. WALL (FURRED) NEW 8",12" POURED CONC. FOUNDATION WALL (SEE PLAN) FIRST FLOOR STONE TERRACE [B] NEW BRICK VENEER WALL 4" FACE 6 '-1�s" BUILDING BCK FEILT 3/4" PLYWOOD SHEATHING 1» 15•• _ 2x6 WOOD STUDS--16" O.C. 2'—U8" 4'-18" 13-112 23'-116 13'_ 8 W/ 4" FIBERGLASS BATT INSUL. Z ME8A G.1W.B.lES (PAINTED) 3—24" ® 16" O.C. (EVERY 4' IN HEIGHT.) 2'-4 IGH n STUCCO WALL 'STO' ACRYLIC STUCCO FIN. PARA T WALL ON RIGID INSULATION (PER MFR. SPEC.) 2'-4" HIGH BUILDING PAPER PARAPET WALL 4"X4"STEEL 4"X4"STE 3/4" PLYWOOD COLUMN COLUMN SHEATHING r •� 2x6 WOOD STUDS--16" O.C. • I W/ 4" FIBERGLASS BATT INSUL. 1 O O N B 1» 5/8" G.W.B. (PAINTED) 3 I �`� A-6 8" 12' .94 8" AL' N6 12- 34 °'`° n RATED PART. (2 HR) • I _ II/Z w7 TWO LAYERS--5/8" G.W.B. 4"X4 STEEL 4"X6"STEEL N 4" "Si^ L G' �:w II.J •J 4"X6"STEEL C 4"X6"STEEL FIRECODE 'C' (EA. SIDE) ('01 LJMN 001 UMN 41 2x4 WOOD STUDS--16" O.C. 4" FIBERGLASS BATT col I)ML4, J01 10 4 C 5'0 / 5 W.l. CL SET 9,_5 N 0/ 6'—1 1 20'_p.6" Jr \ i 125 ( W 1 n RATED PART. (1 HR.) PARAPET WALL ir) ONE LAYER--5/8" G.W.B. FIRECODE 'C' (EA. SIDE) 2x4 WOOD STUDS--16" O.C. 4" FIBERGLASS BATT 1 MASTER BEDROOM u 20 208 C 16 META RI E N INSULATION A-9 �� ^� BATH OOM �� 40 BEDROOM 3 N `` �IoJ N coN I 4'X 6SE -cu _____ --___ TYP. INTERIOR PART. rn O r�r-ir r-ir�r TF�r T�T-it-iF--iF--ir--ir—ir-i�-i�-i�ir-���� r�r�r�r, 6'-4" LJLJLLJJLJLJLLLLLLLLJLJLJLJLJLJLJLLLLLJIC LJI -++-H 1 r-iI - ---------- B RO ELECTRIC METAL � LJI ^I<1 LJ FIRECODE NE E'C' (A. SIDE)B 4"X4'STEEL CLOSET d I PANEL ROOF ACCESS GATE LJI N - — — — — — '� -I 2� DROP—DOWN LADDER LJI 'f N LJi 2x4 (2X3) WOOD STUDS--16" O.C. 1 .I. CLOSET E r,I LJI 16'-74' 2—11 s" 6'_4" 9'-0" 5'-0" 3'— -o" s'-9 �, ,I� r;i n INTERIOR PARTITION Cp L J 5" 6' •'I TEEL OT15" 6"X6"STEEL 3,_ U'q 51 CLOSET I0p O LJI'01 LJMN h 21 7— D LJI ONE LAYERS--5/8" G.W.B. L JI (INTERIOR SIDE OF r,_11 MOISTURE RESISTANT) I LJ LJ 0 r�I 7'_p_» I ^ O — �O R p O O� 2x4 WOOD STUDS--16" O.C. L LJI I r�I 16 4'-1" — r-1l LJI N r N — ;� 0 TO BE W 1 A -B LT _ �N LJi —7 2ND FLOOR PLAN I (Shogun as revision #2 on plan) FJL c-1 — I IN f� 16,— � 6,— » I� 17'-105» � LJI BEDROOM 1 16 — BEDROOM I LJi 05 5" '-8" 3'- LJI Amendments made to drawing are as follows: BA MRO ® 'O — 15- 7 `��� r-Ji I LJI - Added balcony at Master Bedroom (202) I 5 87» N LJI 01 LJ - Revised balcony windows at Master Bedroom from 4"X6"STEEL WC) 7 W8 TAIRS 8 ^ LJ three to two sliding panels 4"X6" TEE FJi g 4"X4 STEEL _ 16 12'_68" STEEL 11 1 » 6" EL I EL W5 LJI - Added additional window at Bedroom 1 (204) A, �4 °p O 7„ �r r�r�r�r�r�r�r�r�r�r�r�r �r�r�r�l - 8 JLJL LJ JLJLJL LJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJLJ - Revised layout of fireplace & closet at Bedroom 1 �I W4 4"X6 STEEL _ 16 3'-3 8'— 14 3'-3g" as shown Revised balcony windows at Bedroom 1 from three N _ 4"X4"STEEL to two sliding panels A C N - Revised layout of Master Bathroom (203) as shown • s* 6 • —5 4" 4 STEEL 88, N - Revised layout of Bathroom (205) as shown - Revise BA Y 5"X5"STEEL 5"X5"STEEL d Stairs (100) to show correct layout w ��� � CbIVI ��� � "' rol 2 2 LINE OF GARAGE - Revised balconies to show new column layout 2'-4" HIGH STRUCTURE BELOW ;� %�• \ PARAPET WALL - Revised garage roof from pitched to flat and added balustrade around perimeter w/ roof drain 0 I I - Revised closets between Bedrooms 2 & 3 (207 & 121- �1 i j ------- �� �'� I ----------------------------i LINE OF FIRS FLOOR 208) IENTRANCE S74IRS - Revised location of window at Bedroom 3 i ------------------ -__J 3'-38" 10'-5" 3-38" - Revised balcony windows at Bedroom 3 from three --------------------------- -- __ --------_ _ to two sliding panels 4'-1 13'-118" 21'-10l. 17'—O4" 1 LINE OF GKA DESIGN GROUP, Inc. FIRST FLOOR 1 10-64 Jackson Avenue-Long Island City,New York-11101 [2'-- 59'—D 6" 21'-78 Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S I O N S No: REVISION DATE 1 REVISION 10-22-05 Q2 REVISION 11-17-10 _DRAWMIT-.' DRAWN By. SECON FLOORDPLAN 0.R. SHEET No: SCALE: �� AS NOTED - SECOND FLOOR PLAN SCALE. DATE: A-3 � » � �s� p2$�� 1 4 =1 — 4TE OCTOBER, 2005 AS-BUILT ROOF PLAN (Shown as revision #2 on plan) Amendments made to drawing are as follows: - Revised pitched roof over garage to flat roof A-6 - Added metal stairway to garage roof - Revised roof at entry as shown 63'-116" 2 13» 7., 1 , J. 17-3�6 20' 9Z 16-98 5'-68" S I 23'-1116" J,-4 lil-8" 3' 4 '" off. I LU Z U, GUTTER — — — — — °� ,I� o ALL AROUND o O 1 o I BUILDING DOPOUT ro m LO 2'- -1 '-6" 2 '-6" DOWNSPOoil 1n '-6 O °oLO A- — I SPANISH TILES, TYR - Op 23'-61 1 VE AL R RS U Z - DN I I � L 3 Y OJ � I CHIMNE Q _ I ( I —I LO - SLOPE -- DOWN A-8 I L-- I 3 °o FLAT ROOF R.D. Jc' J� A-7 I SLOPE o L0N DOWN U, LLJ ZZ Q) O � O N I I 23 1 5" 3'-38" cis OQ o�O Q� o0 a Q I 0 I CL "bN o Q � A L/NE OF GARAGE I o I N ROOFBELOW „Icv DOMN SPOUT �: Q O 0 T OWNSPOUT DOWNSPOUT N Ll LJ io sem' i��k GKA DESIGN GROUP, Inc. 4'_1-6' 13'-118"' 10-64 Jackson Avenue-Long Island City,New York-11101 —6 10'-5" '-6" —6 Tel: (718)729-4100-Pax: (718)729-5707 P R 0 J E C T: 4'-51 ," 2'-109» 5,-73» 3,_37» 1�i 16'-5" 16 16'-0" 16 13'-5" 8 THE GOROS RESIDENCE 62 01-116 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S 1 0 N S No: REVISION DATE 1 REVISION 10-22-05 7 Q2 REVISION 11-17-10 A-5 a DRAWING: DRAWN By. ROOF PLAN 0.R. SHEET No: SCALE: SCALE: ��� AS NOTED A-4 ROOF PLAN , *�,. $ �. QZ DATE: 1/4 =1 — qT� p� OCTOBER, 2005 AS-BUILT FRONT ELEVATION (Shown as revision #2 on plan) Amendments made to drawing are as follows: - Revised railings @ front porch to balustrade as shown - Revised archway and railings @ balcony to parapet wall and columns as shown - Revised front entryway by adding 2-story columns and extending porch @ right side - Added balcony @ left side of building - Added balustrade around window well - Revised 2nd floor stucco facade to brick entire - Revised front entryway door and window above to more simplified layout as shown - Removed molding @ mid- and upper-levels and added brick decoration along edges of building - Changed 2 single-car garage doors to 1 double-car garage door - Revised pitched roof to flat roof above garage and added balustrade CHIMNEY - Revised chimney to new configuration as shown (SEE PLAN) 2 0 { r.....1::....::. 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GRADE _� - �- _ - r r ,- � -- - �---Tw-�__ _�: � _ �.J... _E� _ - GRADE EL. 39 6 � _1111 �_ __ T T 7 N Z — — — — — —�; — — — —T17 - - (SEE —(SEE PLAN) IL L _ - _ I 0 L I L\1i — — — — — — � - - — � ��_ - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - I L � —�� — CELLAR — L_ - - - - - - - - - -L� � - - - - - - - - - - - - - - - - � � - - - - - - - _J__� � � �J � — _ J � EL:- 30' 1" 0 I AS-BUILT REAR ELEVATION (ELEVATION B) 1 (Shown as revision #2 on plan) Amendments made to drawing are as follows: GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 - Revised railings @ rear terrace to balustrade as PROJECT: Tel: (718)7294100-Fax: (718)729-5707 shown - Revised archway and railings @both balconies to THE GOROS RESIDENCE parapet wall and columns as shown - Added metal stairs to garage roof at left side 2230 CEDAR DRIVE - Added balcony @ right side of building TOWN OF SOUTHHOLD, NEW YORK - Revised 2nd floor stucco facade to brick entire - Removed door @ left side of building - Removed molding @ mid- and upper-levels and R E V I S 1 0 N S added brick decoration along edges of building No: REVISION DATE 1 REVISION 10-22-05 DATE - Revised pitched roof to flat roof above garage and added balustrade Q2 REVISION 11-17-10 - Revised chimney to new configuration as shown - Added mechanical equipment (AC units) DRAWING: DRAWN By./ T O.R. ATION B SHEET No: 0 E: OE 01 SCALE ,�>,w AS NOTED A-6 E�EVATI0N B •�1 4"=1'- " * Tq p2F \ OCTOBER, 2005 TE • AS-BUILT NORTH ELEVATION (ELEVATION D) (Shown as revision #2 on plan) Amendments made to drawing are as follows: - Revised railings @ rear terrace to balustrade as shown - Revised archway and railings @ balconies, left & right side, to parapet wall and columns as shown - Revised front entryway by adding 2-story column @ right side - Added balustrade around window well, left side I I - Revised 2nd floor stucco facade to brick entire - Removed molding @ mid- and upper-levels and added brick decoration along edges of building --- - Added metal stairs to garage roof @ right side - Revised pitched roof to flat roof above garage and _ = Z added balustrade u.- - Revised chimney to new configuration as shown SPANISH TILES - Added mechanical equipment (AC units) TOP OF RIDGE — — — — — — — — — — EL: 69' 10w- 1 ..... LOI'Z i TOP F_DEAM ....,_ _._:...._r..._1.....-.... ...1... _°._,_.......,...,.._.,._1_...............:._. L._.__L L _ EL: 61 8 ��- r���� __.1 �___? ...T.___._T r__r_...__.r.� T..1.._.... .__...._t..• ._...m Z _. �� -- --... -1. W._.,_.._:_ .._ :. .:..r_ _ _ A E i _ .. ,..----.... ..... _ ..:_.__..;...-_...1_...._I:_...._.�..._....:'...:......: ._.1._...__i.........t:......_i.........1..:...... ........:. ....._..t._.. .l_.......;. .....�.......i.__.1_..._..-r ...._1.... ..i..........,.... . ...1. .... _.__.i.....:�:..._..._........ �r .__1_...,...__........_...---I___a..,-�----L l i SUPPORT _. ._.i.. ...r..................I Ll !�T_ �� �. -�.: _ �.___.. T ._ ...__�....7T COLUMN _:.._. .. - - ..r__ / -=; -,-.<_ \ _� _ T ' METAL STAIRS _ _L__ _:.._—— I-... r: �_ T:.:: �� .........:.....1...:::.� W2 .... r ._...' =r . I - TO GARAGE ROOF _.._..,. W2 mm _L Tom_.aL. :._I.- . ........._........... .. ......._.,.......... .. r........ L _._1. T ....... ... _........_............:........................... ................. ......... ..................... .......................I .... \ / ,......_L........ .......r........_,........ / I �..,.......7.... .... r ie E i ......_..A.................._.f.......... ......... ..................................i.......................: ..........i 1....-.1 .........t.............:...........:.^1.-...........A............L...... .....:..... .......:................ ...................._....................,..... T T -- - — IT _ 1...._._,_.._.J._... . 1..................... ,.... -�t- -.1--r Q) - - - 1 r__C..._Ir L I__�C,� TL... .. .. . O I r._'... -......_,.....;... .. SIN ....i._ 't-..r r.-................... r��r� 1...1...x..... ...r ... r_ - - z............ 1 1...._�_ r_ L. ................:_.. :............. . r . - - _..... ........ ' --'---1-: ._ . ,... .....�T..-' :....,..:.r ..._:......-�..T........�'- SECOND FLOOR BALUSTRADE AS PER WNER V�...1, __ sT..T - ` .1 .:..................1.......... r -�:-.: 1 - ` z 1 1-.`..:...:.:' EL: 51'-8 ......�T... f ...... , T ...r..... ...... ....:.........i...: .:......._L......x..........a......_. ..__.....r.....:..._7...L..... ... ....A..... : ....A...._L.....:......L.. .: .. ....L............. ....i...........1.. .....t.......s.. BRICK a / r NI r 1 ..........:. .......t.... ................._1..........._.......:....._......._.._.c...........z........................................................................ii................a.........-, ..... ......A........................1.......... ... .... .. ....,.. _..... :.... .. .. ....................... ..... ._,._.._r..;..1__ ....... 1 :.._.-'-1 T..:._. ..... ..... _ BALUSTRADE I BALUSTRADE \ i.._...._ _ ..................... ......... ... .....:....._..................... ...:........................:...... :............. ... \ - I L �2 I. A S PER OWNER .. ..........:.._......�_...._....................._.-_....... r �...u......._... _. _.. A S PER 0 z r r............ \ GRANT TE _ ... _ --y :.._T,1._- - - -- --- - - �_� _ f GRAN - - �- / TERRA CE PORCH _ - -1-� _ / I ._ _.._ __ . o� F FT- ..... �._ �� �_� --.I.....1_-r-'- 1_�_ _moi_����_I=rte.:...__ 1. �.l.:;SI_..T_a_ ._L __..1. _.._._ _�-�.�':=..._._... I �.._-,-5....�;-'---- ' -- �1........_._ // _ R___ . . ... T I T 7 l -. �T . —T. CONC r`- r .r- T —r ._>_ 1 _ I a:± : r r _r Y r 1 -rr u TEP _._. _ _}._ .. ....I _..,......_I. __,_.._.__._t...T...T..._.?.. _ �(__�_i 1. _.:._� 1 .___ ...,_...._i_.T._.lI ..=:T _ , �`T 7 -..., - - _ _ 7 I.._. __ - rl_.. _ ..:.......... ..... � 1 I i Sl FIN. 1 FL. �-T.. I 1.. i...........1........1..T- ....._ �._ _.. _ _:. — _ GRADE EL• 39 6 1 — — — — T � I _ Z �_. T _T" i_ _.. -- - __ . Ed -t - - r- --- - - - 1 ' Lam= : GRADEr STONE S TEPS I I - - I I I I I I I I I I I I I Q) CELLAR WINDOW I I I I I I I I I l LIGHT WELL � _ � L- - - L- - - - - - - - i CELLAR_ r - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - T - - - - - - - - T- - - - - - 7 - - - TT — -1 EL: 30' 1" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - J- - - - - - - - - 1- - - - L- - - -1 - - - -� � - - - � ; 1 GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-I 1101 Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S 1 0 N S No: REVISION DATE 1 REVISION 10-22-05 Q2 REVISION 11-17-10 AWING: DRAWN By. C� ELEVATION D 0.R. SHEET No: SCALE: ` c�, Q AS NOTED SCALE: , '` A-7 ELEVATION D — `��q ppF� OCTOBER, 2005 » » Off` DA 1 4 =it— AS-BUILT WEST ELEVATION (ELEVATION C) (Shown as revision #2 on plan) Amendments made to drawing are as follows: - Revised railings @ rear terrace, left side, to balustrade as shown - Revised archway and railings @ balconies, left & right side, to parapet wall and columns as shown - Added balustrade around stairway to cellar @ center CHIMNEY - Revised 2nd floor stucco facade to brick entire (SEE PLAN) - Removed molding @ mid- and upper-levels and added brick decoration along edges of building - Revised chimney to new configuration as shown - Added mechanical equipment (AC unit) T -T TT.: i\ T_::„r- I_-_..I r.... ... _ TOP OF RIDGE SPANISH TILES — — — -- — — — — — — EL: 69 10j”-- 2 i OP OF BEAM - - �_ .-_L _-i �l ................................A.... Cl 1 ......,....... .. .�.. " 1 L......_L_�...:.... ....... ......L.......L...._ ------ -C _ _ - — —117 "F/l/ .. ......A....,.. 1._r._ .-. :. ....:T....- T.' :T..1::.a�.....,._ r I_ m \ - / O - -- ::...............: r' ILI _:..._�... L _L ........................f..::....A.......J......I.........I.................. .^ : A_.........................A._. .E.....................,...,............................., ... .... _1_...... _ ' ,.......... ... ......... __ � - O .........I ......:.........x...... .....:.......I `7.._...... T....: � r_ _I__ i.._.._L .�. ._:.._ .1.. ..1............._ir . ......._E.. .L_. _L....,._E.,., ..i"-_Z_ _L____!_ ..._._ L---1 .._.. _,.. _......_.:_.._.L_......._ ...L..;.,_...."..__._..1_......_,....,.. __. - - T ..; : f......I-... 1.....L.......: T....�f-�- ................... T...-..T._ .L..........................:.........................................-1: ....a..... : ............:. T -1.......:.......I 7......."L.....T...._7... I. C... , 7... ... ............ 5 ]...........I.................I............... ........1........ .......C......_t......t......C........1..........1..... .I... I................ C.. .....:- ........:......1..........C......_..... ................ .. ..€ ....L.., L.......L_.....- _ L... 1 i.-...".......J.........L...i........i......C.... ........:......... ..._1.........1...... I.........L....._:........_L.,........1........ .......i.........1......_L...:.:.. r...L..............._, ._L.._,.........,....r ...L.................L........ x.,. _. � _x.:.:....,.�...::.^�__I_,::... i.._L.. �I SECOND FLOOR BRICK - 1......_J........... ... : ' _ ..... ........................... r_ A.T . ....T. ..... ... `.I . ::.r :..I...._: ..r. z:..r:.:-,.::........ a: T :...:..... z.......— EL:- 5 _.:......................;.Tr................ r , Z......':.: I.TI. .....I.. .. I._.....1.. 1 �� r -r T"- 1 1 S J T. r-`-r....... -r-- ... ..x—'--r�--z,.........r.... ...L........A.... .... A...... ... ., . .......J.....�..� _ ..r __,_� L._[" C..` y.a.....�...............�"_:I-:::1.. .f..'::"L""�";:". .I::" 1....L:..: A C UNIT _ _ _ _.C..__I_.. _ J_ I �_. I - - .... T" _ _�—�.._l._�. L_L _l._ t ,......1..... ..._..L .C........,..;_ I I I 5 __L_... ...r�_.. L..... L_ L..__.L.._._...,..,.L_._T._.. : ._...r!- L .I:.. \ _ S 1.r..___ -: �- E BRICK J.. ':r Fes..:. / _ / -.I T \ )......,.. - _ -I.. ., .-...T. .......:....-..... / 1..._,.....1._.....:....._..L._,.....C................L...,..........._..x......_C....,...1...._ L........L.._._L_... x....1.........:.....;..i...-....L. \ �....i...._[.... "(::,. . -......L... ""\ h / ...... ..L.. _ _..._........1.._.............:_- / LAr BALUSTRADE / 1" =: ... ....z..:.... L .._..._...............x....,....r...............i.,..x............_ ............ ,.- . z.....,... _ ; . T :::: T r._; \ I. AS PER OWNER BALUSTRADE I - . - .:. `-� AS PER OWNER STONE \ ..: 1 \ ti� _1 s TERRA CE - .......... - _.;_L�_. .. L. ..... _.,.:�.._._. L...,....1.._E.....:__,._L.__...5. _ ,...f_..._I_ . ._ t'. �:L_........_ ::L_ ° ._... - w � r , LIDO t _.....__ I.....r... .. r............. CONC I.- I........................I......... ...._. ...I..,............... I.._...x........1..................1. ...E.................:.........I.....:_.... I.........I..............,.....c..........I................... _. _ z_x.........1.._.... � �C._e.l.7.._.... ,.. T.............. ..._.v�.-,- -' ;. a FL .,. _ �.....I..........I..........x.. .,. ., ..Ei-....A.........E............- A ....I.. " ......,......A........A......I A.. * A ...i. .._t.. . . . ..k� .I..... A. .. — 1.Q1 1 .L:............... .....:.,.... _,....__ '...,..L. ". ......1.._....L'_' 1_`.u_ ...y.. :.._�. 1 :._I _:_..m.I__.1.. _ ,.1....,._I ...:._:.L..1':'._.€._, 1.. W.` L L_ i::.:.!._. _....".._C..,... ".._..":1..._ EL. 39 6 j -1 , - - I r r.....:.................................. ......._r...:.::r. -..:.:... I...r'.:..:...-r: 1 , i::: r.......:..............:._..._......:....-..........;...... ...... ...°... I GRADE J I BALUSTRADE I II / II II AS P _ J II [i it �_J I O OWNER I { -J J CELLAR - - - - - - � - - - I- - - - - - - - - - - - - - - - - - - - - — I- - - �- - � EL: 30' 1" 0 I 1 GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-I 1101 Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S 1 0 N S No: REVISION DATE 1 REVISION 10-22-05 Q2 REVISION 11-17-10 DRAWING: DRAWN By. ELEVATION C 0.R. /� SHEET No: E: SCALE: �,�� AS NOTED A- 8 ELEVATION C 1 /4"=1'- 1 *s'qT �pFr\' OCTOBER, 2005 E AS-BUILT LONGITUDINAL SECTION (Shown as revision #2 on plan) Amendments made to drawing are as follows: - Revised open cellar, utility room, mechanical room & storage room locations - Revised window configurations - Added metal stairs @ right side of section - Added balcony @ left side of section 2 / \ 2 A-10 A-10 I I I — — TOP OF RIDGE eL I ELT I I ai I I I1 00 i \ �IC13 TOP OF BEAM_ — — EL: 61 8 " V'8X1 5 FE W1 2X35 I — — — — — X1 5 STEELBEAMI STBEAM 2X12 CEILING GISTS © 12" 0. TEEL BEAM I STEEL BEAM BOLTED TO ROOF RAFTERS WI 2 3/8" STL. BOLTS & (3) 10d COMMON NAIL @ EACH CONN 'CTION BALUSTERS AN STAIRS BE DESIGNED o I I o ACCORDING TO NER'S PECIFICATIONS 201 BALCONY COLUMN I �T T-1 T 1-T TI 20 ASTER BEDROOM 3/4" SUBF OR ) I BEDROOM 3 I � I 1 1 1 1 1 1 1 II i� W/ 3/4" FI FL. b) II 1 1 1 1 1 1 II SECOND FLOOR I— — W12X35 i) I I I I V "= — — — J — 12120 GOOD JOIST I STEEL BEAM W12X40 STEELBEAM C V 2X6 STUD® 16 5 /8" GYP. BD. r — — BEHIND ROSSIN / METAL STAIRWAY TO GARAGE ROOF O.C. 3/4" PLYW 1— — — SHEATING 0 EXTE — — 4" B INSU TION — — R-13 / #15 UILDI C PAPE AND 2 STUC r o — — FINIS _ /4" SUBFLOOR I o104 MIL Y ROOM c AI c / 3/4" FIN. I ,I 102 HALL AY FIN. 1st FL — EL: 39' 6 " — — W — — W12X72 STEEL O STEEL W12X96 W12X 6 BEAMCROSSING BEAM CROSSING \ \ GRADE STEEL BEAM STEELBEAM BEHIND — — — BEHIND / / //`// /�//`/` /\\/,\ �`/`/ `/ GRADE GRA COLUMN CO3 n TY Roan C04 MECHANICAL ROOM C01 OPEN CELLAR o CELLAR ,. — — — — — " ;`, 77777 71 EL: 30 1 I i GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 P R 0 J E C T. THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S 1 0 N S No: REVISION DATE 1 REVISION 10-22-05 Q2 REVISION 11-17-10 DRAWING: DRAWN By. P LONGITUDINAL 0.R. SHEET No: JIMc o SCALE: . • � ,�� � AS NOTED SCALEA-9 LONGITUDINAL SECTION 02$�,4� DATE: 1 4 =1 — Tqr JOCTOBER, 2005 SPANISH TILES AS-BUILT WALL SECTIONS (Shown as revision #2 on plan) Amendments made to drawing are as follows: SPANISH TILES FLASHING ,�'� - Revised 2nd floor stucco facade to brick entire (2) 3/4" PLYWOOD �� TOP OF - Removed molding @ mid- and upper-levels and _ CEILING JOIST 1X12 FASCIA added brick decoration along edges of building 1'- " EL: 61' 8 " GUTTER - - Added balconyw/ support column � 2X12 RAFTERS pp o GUTTER @12" 0. @ Wall Section 2 - 2X12 RAFTERS Revised wood deck @ Wall Section 1 to granite tile ' @12" O.C. terrace as shown hPO 1X12 FASCIA j} 1 FLASHING 4" VENT (2) 3/4" PLYWOOD TOP OF CEILING JOIST _ W12X35 STEEL BEAM EL: 61' 8 " _6» STEEL ANGLE, TYP. ^� Z X12 WOOD JOIST @ 12" O.C. W/ 2X6 WD STUDS W 2X12 CROSS BRIDGING 4" VENT ^ o @ 8'-0" INTERVALS) 3X12 JOIST @ 12" O.C. W/ WINDOW 3X12 CROSS BRIDGING j (SEE WINDOW SCHEDULES) @ 8'-0" INTERVALS) 0 2X12 SUB-FASCIA 0 00 5/8" GYPSUM BD. I Z • rn 5/8" GYPSUM BD. J SUPPORT COLUMN I CERAMIC TILES AS PER OWNER o WEEP HOLES (INSTALLATION AS PER MANUFACTURER'S SPEC.),CONUS o 3/4" SHEATHING 3/4TINUEXOERIORAPLYW00DFING SUBSTRATEANE, { G' R-19 BATT INSULATION PRECAST STONE 2X6 WD STUDS COPING o PARAPET WALL o FIN. Parapet Wall EL: 54'-5j" — — — — ,�I� nN. 2nd FL• STEEL ANGLE, TYP. o 3/4" PLYWOOD r�I EL: 51 -88j SUB-FLOOR 3X12 JOIST @ 12" O.C. W/ FlN. 2nd FL. _ 3X12 CROSS BRIDGING ,.,. << o @ 8'-0" INTERVALS) EL: 51 -81" 4" FACE BRICK �Iv ^ W12X35 STEEL BEAM STEEL ANGLE, TYP. 3X12 JOIST @ 12" O.C. W/ ^z LOI PROTECTION BOARD MATERIAL 2X12 CROSS BRIDGING 3/4" SHEATHING @ 8'-0" INTERVALS) H.. 3X6 WD STUDS STEEL ANGLE, TYP. " AIR SPACE 2X6 WD STUDS 1 R-19 BATT INSULATIONR-19 BATT INSULATION 4 FACE BRICK MOLDING (SEE FIN. SCHEDULE ) FLASHING 3/4" SHEATHING 5/8" GYPSUM BD. 4" FACE BRICK WEEP HOLES WINDOW BASE MOLDING (SEE FIN. SCHEDULES) (SEE WINDOW SCHEDULES) 3/4" FIN. FLOOR (SEE SCHEDULE) o c� (2) LAYERS OF 3/4" PLYWOOD " G.W.B. (PAINTED) SUB-FLOOR WOOD BASE I = 12" STL. ROD - 1/2" S ANCHOR BOLTED TO FIN. FLOOR (SEE SCHEDULE) CONC. POUR 3/4" SUBFLOOR FLASHING `O o 5" CONC. POUR ON Z CORRUGATED METAL DECK PREATTATCHED f UTILITY ANGLE @ EACH JOIST FLASHING GRANITE TILES " G.W.B. (PAINTED) AS PER OWNER FlN. 1st FL. — — 2" SAND BED EL: 40 1 WOOD BASE4 SLA FIN. FLOOR (SEE SCHEDULE) 6" CONCRETEON GRADE ;D,' 3/4" SUBFLOOR 4" GRAVEL BED >: ► h •° N 5" CONC. POUR ON CORRUGATED METAL DECK ^ �t A 12" CONCRETE WALL ° • 4" FIN. 1 St FL. °D' ' W8X15 STEEL BEAM EL: 40 1 GROUNDA @ 60" O.C. I� LEVEL _: •,r. ,'•.'., .. ... .., a — — — — — — EL: 36' CONTRACTOR SHALL/ G.W'B. (PAINTED) 1 COORDINATE NEW %\\ \\ 3 FIBERGLASS ;•c:..; � TER GRADE W/ SHELF T J'� �. INSULATION No0 +. '.n e„.” .:�r. ';,'...-`".'7.�:,a1!. :"?i' i;. - :;+.• �:r�t,y;,4' _ o EL: 39 2 • "' z, •'', � � RECEIVE BRICK �" STEEL PLATE ° �' GKA DESIGN GROUP, Inc. LASHING.':'.'.'*... 4" FACE BRICK WATERPROOF MEM A Q i 10-64 Jackson Avenue-Long Island City,New York-11101 :t .f ... : ; • ::'';:.:r:.,,:..; OR COATING HOLES:,- . Tel: (718) 729-4100-Fax: 718)729-5707 PREATTACHED >: •. •. e STEEL ANGLE:.•;:: ..:: .. ...r .. ,. ..: :..::• i:':•,'. .. • ..,. : PROTECTION BOAR BRICK•?SHELF NATURAL PROJECT: UTILITY ANGLE y' . .:.... '' 't ;, ;. - MATERIAL >, @ EACH JOIST + O�C3J) zo&ovf_00Oo0Qg�OWOo�0 0 ':'•:.:e.':.::: GRADE \ ' ' GROUND LEVEL 1" HIGH MIN. RIGID`/\ \ THE GOROS RESIDENCE De 5" POURED CONC. SLAB •• ` NONBIODEGRADABL T/ e @ 60" STEEL BEAM - 4 : ,'�-Jr .,-. . /�� /� ::.f • WITH LIQUID ME 0 I / ;' .• ►: W/ 6"X6' 10/10 W.W.M. @ 60 O.C. �� AT TOP SURFACE ' 3" FIBER GLASS INSULATION OR COATING \ \ \� VAPOR BARRIER 2230 CEDAR DRIVE RD TOWN OF SOUTHHOLD RESILIENT FURRING CHANNEL ,:..�';:;<: ':;•;: PROTECTION BOA ; ;,� / / / ° ► ° 1/2EXPANSION JOINT 'MATERIAL / ' ' /\ \ • , " ' NEW YORK " G.W.B. (PAINTED) z / o� 1' HIGH MIN. RIGID I ° $ ��' .�'•"� ''�: � . .•'` .,...; .�• .: 4" GRAVEL FILL i. W12X79 STEEL BEAM NONBIODEGRADABLE CANT �,...:;.: :.. ...`. . '. :�. '.. :.. . CELLAR POUR CONCRETE R E V I S I 0 N S WITH LIQUID MEMBRANE — • .�• '. / WA COATING AT TOP SURFACE . �: D, : A .♦'. p s••. NO: REVISION DATE STEEL PLATE ON FOUNDATIONLL .•*�. EL: 32 1 " / ; ^r:: ; ,:y CELLAR / / •. . Q' 1 REVISION 10-22-05 TYP — n. #3 RE-BARS (TYP. \ 5 POURED CONC. SLAB #5 RE-BARS (TYP.) ` ^ / / / D>;:' • ' °.D REVISION 11-17-10 W/ 6"X6' 10/10 W.W.M. FO ::;'• '•' 'ti': : .' COMPACTED EARTH °o D . \ -VAPOR BARRIER 4" GRAVEL FILL t l' . "V �. X\ D \ '• • y•% • •.�! �*� / / / / PERFORATED \ \ °'D 's• D . .. DRAINAGE COMPACTED EARTH !I. \ \ \ , AWING DRAWN By. #3 RE-BARS � ' {. : t:.'`.: \ \ \ \ \\ / \ 3 0 \ 1 �j .VEAL-L--�sECTIONS 0.R. #5 RE-BARS PERFORATED FLASHING \ \\ \ \ DRAINAGElc SHEET No: \ � Q POUR CONCRETE \3'-0"/ �� LE' SCALE: SCALE: TE AS NOTED TATE O��• DATE: A- 10 WALL SECTION 1 »_�,_o" 1 WALL SECTION 2 ,»=,,_o� 2 OCTOBER, 2005 AS-BUILT FINISH SCHEDULE ROOM FINISH SCHEDULE DOOR SCHEDULE (D > (Shown as revision #2 on plan) No. ROOM FLOOR BASE WALL CEILING REMARKS QTY MARK SIZE TYPE MATL DTHK OOR LABEL GLASS TYFRAME MATL REMARKS MANUFACTURER Amendments made to drawing are as follows: C00 STAIRCASE HARD WOOD NONE GWB GWB. (PTD) 1 1 6'-0" x 7'-0" 3 WD 1 ;Y4' -- -- STL. AS PER OWNER C01 OPEN CELLAR CONCRETE NONE CONCRETE GWB. (PTD) 1 2 2'-0" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 12" POURED CONC. Revised quantities @ WIndOW & door SChedUI2S FOUNDATION WALL CO2 TOILET CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 3 2'-0" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR v d' 5" PQUR,�D CQNC. SLAB CO3 UTILITY RM CONCRETE NONE CONC/GWB (2) GWB. (PTD) (2) LAYERS OF GWB. — 2/HR FR. 1 4 2'-8" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR W/ 6X6 10/10 WWM & a VAPOR BARRIER C04 MECH. RM CONCRETE NONE CONC/GWB (2) GWB. (PTD) (2) LAYERS OF GWB. — 2/HR FR. 1 5 5'-0" x 6'-8" 2A WD 1 Y2" -- -- WD (2) SOLID CORE WOOD DOOR COMPACT EARTH C05 STORAGE ROOM CONCRETE NONE CONC/GWB GWB. (PTD) 1 6 2'-6" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR COMPACT EARTH d 2 7 2'-6" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR a . '. D�4 o'•d A q • c• .6 100 STAIRS HARD WOOD NONE GWB. (PTD) NONE 3 8 3'-0" x 6'-8" 2 WD 1 Yz" -- -- WD SOLID CORE WOOD DOOR A 101 ENTRY AREA GRANITE TILE GRANITE GWB. (PTD) GWB. (PTD) 12X12 GRANITE DIAGONAL PATTERN) • a 12X12 GRANITE 2 a 102 HALLWAY GRANITE TILE GRANITE GWB. (PTD) GWB. (PTD) DIAGONAL PATTERN) 1 10 2'-10" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR 103 LIVING RM OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 d d4 — 4" 104 FAMILY RM OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 1 12 2'-10" x 6'-8" 2 WDrlX" -- -- WD SOLID CORE WOOD DOOR 2 v 4 105 POWDER ROOM CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 13 2'-6" x 6'-8" 2 WD -- -- WD SOLID CORE WOOD DOOR 106 KITCHEN HARD WOOD DYKS 292 CERAMIC TILE GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 1 14 2'-10" x 6'-8" 2 WD -- -- WD SOLID CORE WOOD DOOR 107 BREAKFAST HARD WOOD DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 AREA 3 - 0 ' 108 LAUNDRY CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 109 DINING RM OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 110 GARAGE CONCRETE NONE CONCRETE GWB. (PTD) 1 18 2'-8" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 2 1 19 2'-8" x 6'-8" 4 WD -- -- WD BI—FOLD CLOSET DOORS 1 20 2'-10" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR0 0 T N G D E T A I 1 " = 1 '—0" 201 BALCONY OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 1 21 2'-10" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 202 MASTER OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 1 22 5'-0" x 6'-8" 5 WD 1 Y2" -- -- WD BI—FOLD CLOSET DOORS BEDROOM 203 MASTER CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 23 5'-0" x 6'-8" 5 WD 1 Y2" -- -- WD BI—FOLD CLOSET DOORS BATHROOM 204 BEDROOM #1 OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG —DYKS 221 1 24 2'-10" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 205 BATHROOM 1 CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 25 2'-6" x 6'-8" 4 WD -- -- WD BI—FOLD CLOSET DOORS 6"X6" STEEL COLUMN WELDED ON 206 BEDROOM #2 OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYKS 221 5 25 2'-8" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 12'X12"X1/4" STEEL PLATE BOL TED TO 3 X3'X2' 207 BATHROOM 2 CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 3 26 2'-6" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR D CONC. FOOTING 208 BEDROOM #3 OAK SELECT #2 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYKS 221 1 27 2'-0" x 6'-8" 2 WD 1 Yz" -- -- WD SOLID CORE WOOD DOOR 5" POURED CONC. SLAB W/ 6'X6" 10/10 W.W.M. 209 WALK-IN CLO. HARDWOOD DYKS 425 (PTD) GWB. (PTD) GWB. (PTD) 1 28 2'7-8" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 1' MOISTURE BARRIER 1 29 2'-10" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR m d °d 1 rr- 30 4'-0" x 6'-8" 2A WD 1 Y2' -- -- WD (2) SOLID CORE WOOD DOOR d - - - d ' 2 o d d ; d d o d °' d Y GRAVEL FILL I Q7', d d d' d d ° d. .. -6 ' 3 0' COMPACT EARTH WINDOW SCHEDULE w0 QTY. MARK SIZE(ROUGH OPENING) TYPE MODEL NO. MATERIAL REMARKS MANUFACTURER 6 W1 2' 10—r X 5' 0—r CASEMENT C15 CLAD COMBINATION OF 2 UNITS ALL 'ANDERSON' 1 " = 1 '-0" 4 W1B 2' 0—j" X 1' 9" AWNING AN21 CLAD STEEL COLUMN DETAIL 2 30 W2A 2'4—j" X 5' 0—ir CASEMENT CW 15* CLAD COMBINATION OF 2 UNITS 15 W2B 2'4—j" X 1' 9" AWNING AN251 CLAD 2 2 W3A 3' 0— " X 2' 4 " CASEMENT AW31 CLAD COMBINATION OF 2 UNITS i� iA 2 W3B 3' OY" X 1' 0 ARCH WINDOW AFCP301 CLAD \�� C O \��o \��00 \ / A O 1 W5 8'-0" X 6'11" I O FWH80611SASL FIN FLOOR 1 W7 6'-0' X 4'-4H" SPRINGLINE SE6045 CLAD COMBINATION OF 2 UNITS DOOR SCHEDULE 2 W9 V-5 j"X 2'-0 J PICTURE TYPE MAT. THK LABEL GLASS TYPE MAT. 2" X 12"G CR12 CLAD COMBINATION OF 5 UNITS QTY MARK SIZE DOOR FRAME REMARKS MANUFACTURER FLOOR " S /2\ I CASING CR16 CLAD 1 6 2'-6" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 3 W10 1'-5 "X6' 0— " PICTURE Tel: (718)729-4100-Fax: (718)729-5707 2 WC1 2'4-7/8" X 1' 5—a'° AWNING AR251 CLAD 1 7.1 2'-6" x 6'-8" 2 WD 1 Y2" -- -- WD SOLID CORE WOOD DOOR 1-1/4"X1/4" P R 0 JE C T. BRIDAL IRONS 5/8" GWB 1 WC2 6'0-3/8" X 1' 5-j" AWNING AR61 CLAD ALL BMS F.C. 60 W12X35 THE GOROS RESIDENCE WINDOW SCHEDULE 2230 CEDAR DRIVE QTY- MARK SIZE(ROUGH OPENING) TYPE MODEL NO. MATERIAL REMARKS MANUFACTURER TOWN OF SOUTHHOLD, NEW YORK 1 W6A 5'-0" X 6'11" HINGED PATIO FWH50611PALR CLAD DOOR I 0 N S 1 W6135'-0" X 1'6-j" TRANSOM UNIT FWT5016 CLAD No: REVISION DATE 1 REVISION 10-22-05 Q2 REVISION 11-17-10 2 r �T DRAWING: DRAWN By. NISH 0.R. SCHEDULE _ ,� SHEET No: TOP FLANGE BRACING 1 — 1 —0 3 ���� o SCALE: 02� CSG' AS NOTED FINISH SCHEDULE �7E °F - A- 11 DATE: OCTOBER, 2005 OALCONr \ O- LCON�- - \\ 300 CFM - - - -- SUPPLY c' J F C,L-0- - r �Xy 24X101 LIJJ, GL05LT J 200 FM -- SUPPLY - r�a�r � � ��oo' 2 V V - - --� �j 4X10 �� " ,; �r . SINN 5,4 rN� SCM ,' 18X10 B€D odi 1 3 Tv NTN SUPPLY 0 F �l ;fX-1=-1 X TX-F-1 S-E T -(5 CFM _ z5 ---- \ -- --- �, rNc�or SUPPL 0 1 � C- X 24X10 (1 200 CFM/,// 200 C a0 ,24X10 1 \ / -- TX-2 CC�ET �_y X10 X 1 2 0 24X101 - - - --- X 1 aL -- y BUFF Y � a \ 200 CFM 200 CFM /1- __j 12X10 I \ SUPPLY SUPPLY -- __ 200 CFM` \ �% \\\200 C �_x:� SUPPLY 11 77 SUPPLY 4 -- 200 CFM 200 CFM ��� "y 18X10` �X� � t \ I 18X10 --- - 0 I , 6 E'4 L4 'x� 2 -- - , TX-F-1 TX- - - �l 1 ._ \. �aL�oNr GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E v I S 1 0 N S No: REVISION i Z" DRAWING: MECHANICAL PLAN ALE: AS � : NOTED FLAN SECOND FLOOR II I-�II 1 DAZE 1/4 =1 AUGUST, 2004 UNDERWRITERS CERTIFICATE REQUIRED i - :3 3 Q y? ADDITIONAL NOTES PLOT FLAN APLR7D-AMOTED - I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY DATE: B.P.# C ALL CON BRACING 4ND^PROTECTING ALL WORK DURING CONSTRUCTION CONSTRUCTION SHALL 0 — AGAINST DAMAGE, COLLAPSE AND DISTORTION ACCORDING To ! _ 265.54' APPLICABLE CODE STANDARDS. - -- -- -- --FEE-4/6 k� 1 + EREQUIREMENTSOFTHC ���.�/l 2 ALL NEW FRAMING LUMBER SHALL BE MIN. F5=1200 PSI AND NOTBY: CODES OF NEW YORK STATE 4" `7' I Y BUILDING DEPARTMENT AT •� _ _ _ _ SHALL BE GRADE MARKED AT MILL (P=90 PSf AND E=1,000-000 —76 4+M Fef�TH — — — — o PSI) PROVIDE GROSS BRIDGING AT MAX 4"-0" O.C. FOR ALL FOLLOWING INSPECTIONS: o NEW JOINTS. 1. FOUNDATION - TWO REQUIRED Do No V pROCEED WITH = 3 ALL NEW P/C FOOTINGS AND CONC_ WALLS TO BE OF (1:2:3 1/2) % E/2 It FOR POURED CONCRETE STONE CONC. MIX ALL CONC.TO BE 2500 PSIALL FTGS TO BE .� Z-srrerzl FRAMING UNTIL SURVEY �g/cY= 2. ROUGH - FRAMING & PLUMBING 12 THICK AND TO BE MIN. 4-0" BELOW GRADE. N CELLA 3. INSULATION OF FOUNDATION LOCATION �1�DING I 4 ALL NEW WINDOWS TO BE MANUFACTURED BY ANDERSON WINDOWS. o I PAM.,2Eg. F{pS BEEN APP& ' TINC TIF'EES W 5 ALL NOTES MUST BE COMPLIED WITH, ALL SMOKE DETECTORS/HEAT 8 ,� I I 4. FINAL - CONSTRUCTION MUST DETECTORS ARE TO BE INTERCONNECTED AS PER CODE secriav:ms2 �OLlND,4�Y LINE o _ BE COMPLETE FOR C.O. \� o -i REQUIREMENTS. \ w ,'. 10) V ALL CONSTRUCTION SHALL MEET THE o ` REQUIREMENTS OF THE CODES OF NE ° o / YORK STATE. NOT RESPONSIBLE FOR PLUMBER C (CATION = DESIGN OR CONSTRUCTION CONTENT BEFORE 000 / O Ie _ 1 ti 0 STRUCTION ERRORS. ON LEAD C C} Nt=W YAll=0A88m_' �', ,` I _ �'� - N CERTIFICATE OF OCCUPANCY jEX/ST/NCx DREES� O ' OCCUPANCY OR SOLDER USED IN WATER ,��, �v . SUPPLY SYSTEM CANNOT L,q / UNLAWFUL \EXCEED 2/l0 OF 1% LEAD. � Table 5-1 R-Value of Insulation, Glazing and Doors I UNLA USEShq WITHOUT CERTIFICATE LAUN — Non-Electric Comfort i \•, 00' \ 3 Q Electric Comfort Heating F OCCUPANCY w 2D'-�4 (�° Heating \� -PLUMBING C�.7' p _ C AL P NG WASTE \ �' Envelo e ren &WA � NES NEED M p 5,000-6;000 7,000-8,000 5,000-6,000 7,00 ,000 5�=� iS ZONING INFOFRMATION' FLO ZONE.. TESTIN T3 R COVERING E,xISTIN51 TRF'ES\ Component Degree Days Degree Days Degree Days gree Days COMPL WITH CHAPT R 46 �'- o \\\\\\'%%;\\\ 11 C��PI� ��I`J ADDRESS: 2230 CEDAR DRIVE ,; - i, �^ ,� EAST MARION, TOWN OF SOUTHOLD FI�QGD D MAGE PREVENTION EX/STlN TREES ` Exterior Wall R-18 R-18 3 R-23 CK , ei SUFFOLK COUNTY, N.Y. SOi�OL TOWN CODE. - % '�'C i ?\\\% `iry © ° �j \ i ,4S L T \ Roof/Ceiling R-19 -24 R-26 R-33 RETAIN STORM W TER RUNOFF C,�R•4(E '; V LUNY BLOCK: OS ° Floor R-19 R- R-19 R-24 PURSUANT TO SECT 6 .5-10C /,;'';" %\ I Foundation Wall R-10 0 R-10 R-10 LOT: 1� '/ SECTION: 022 ��"WITH ALL CODES OF ` /:i;:; ,; % /; , Slab Edge Insulation R-10 R-10 R-10 E �"JRK� OF THE TOWN CODE. �' ° \,,, ,:,:,/\-;;. & TOWN CODES NEUJ i,,, ,;;;;,;,,,,, ,, 52'_48,r Glazing R-1 .7 R-1.7 R-2.6 R-2.6 DISTRICT: 1,000' A REQj111 AND CONDITIONS OF ��' '"'� ' """' ' Entrance Doors 5 R-2.5 R-2.5 -2.5 occ. cLAss RES. A \ fS 'ITHOLDTON'NZB , �//,:. \%//,;!,,,/�/i,,:. /'%%,/ _ SC'_ ONl ERTIFICATIO. OF i;j; NFP NPLANNINGBOARD NNE 'TIONS � CONSL CLASS C '' ;\�ROPL7J�LcU-/\'i NOTE: \ Sol17 ^TGWN ftIAILING CO& /TRUSTEES ;, ;;,;REQUIRED. m>I�4EX/5T/N� TREES B12lCK N.Y.S.DEC RE 57DENGE ;,'i \ AS f�Ef� ECTION BACK ESS THAN \ \ 1"l%l2ES:\\.%\ ,o WALL GLAZING S T'`� I� IC �O LOCK: �; \ ARFA MAX. USF � �� D p � I"�T I E /sT/N6 TREE �+ ` , t® . ° �, - G 10N/P>22 P-VALUES OFIN VONT L� TION ®(� TION NO'ES WELL ��j?E INSULATION AS PEI i \ T,���E 5-1 Q� ZONING AND - 1 I THE Fi:OVISIONS OF ARTICLE' 1900 SHALL CxOvERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS WITH REGUARED TO THE SAFETY OF THE PUBLIC AND PROPERTY. CONSTRUCTION COp fNFOr'1"1,4TfON OPER4TIONS SHALL INCLUDE EXCAVATIONS, ERECTION, REMOVAL, DEMOLITION AND REPAIR FOR LALl1N 0 REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOIr'ED IN SUCH CONSTRUCTION OPER -TIONS, THE PROVISIONS OF ARTICLE 10 OF THE LABOR LAW AS IMPLEMENTED BY THE PI�OF�OJ�L OF A INDUS?RIAL CODE OF THE STATE OF NEW YORK RULE " R3 SHALL APPLY. 2 SToF�' RES(DENGE LAUN LOT AREA = 40 OQ0S.F. OfiAL+ 2 THE CONTR/+(-TOR SHALL INSTITUTE AND MAINTAIN 54FET r MEASURES AND PROVIDE ALL EQUIPMENT X8,_33„ OR TE`1PORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PEK50N5 AND PROPERTY AFFECTED 4 0//srIs4L , EAST MARION HIS O"ERATIONS. AFP -- ---- TOWN OF SOUTHHOLD,N,I' t \ f°�L®C� - OS 3 _' NO STRUCTURE, DEVICE OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR TEMPORARY INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR. PORTIONS OF THE''BUILDING SHALL BE o LOT = 10 LOADED IN EXCESS OF ITS DESIGN CAPACITY. /A/r-7 X/ST/N6 TREES SECT(®N 022 � 4 THE -PPLICABLY PARAGRAPHS AND SUB-PARAGRAPHS THAT SHALL GOVERN THE CONDUCT OF ALL \ ZONING DISTINCT =f--40 (f-ES) CONSTRUCTION OPERATIONS ARE NOT LIMITED TCBUT SHA INCLUDE N 2� LOT GOVE(Q,U�E ALLOW = 20% _ �OiB SF a. INSPECTIONS SHALL CONFIRM TC SECTIONS OF THE N.Y.G. CODE AS REQUIRED. WINCs. T— A& In, SITES AND STRESSES OF MATERIALS SHALL CONFORM TO APPLICABLE CODES. -►� C. THE PROTECTION, RELOCATIONS AND/OR REMOVAL OF EXISTING UTILITIES SHALL CONFORM. 1 NEW BUILDING Ci. TFN"�;aRARY'-ELECTRICAL WORK SHALL CONFORM TO APPLICABLE CODES. �V. �� _ CFIRST FLOOD) _ 2JaS.00 S.F. e. MI"E -ROTECTION AND RELATED CONSTRUCTION OPERATIONS SHALL CONFIRM To CODE REQUIREMENTS. f. ANr DESIGN REQUIRED UNDER ARTICLE Ie SHALL CONFORM TO APPLICABLE CODES. i ��L 15 SECONG FLOOR = i,3�i.0 S.F. g. "ALTERNATE" OR ":EQUIVALENT" DETAILS SPECIFIED IN ARTICLE 19 SHALL CONFIRM TO CODE / //�/ uRBCUT h. MAINTNcSi ENANCE OF THE SITE AND ADJACENT AREAS SHALL CONFIRM TO LOCA CODES- TOTAL\ v� -- - - - = 40'80.O SF L �\ I. PROTECTION OF ADJOINING PROPERTY SHALL CONFORM TO LOCAL CODES. //// / . EXCAVATION OPERATIONS SHALL LL GCNFOM TO CODE REQUIREMENTS. NEW GARAGE s 2I'-811X20'-5" = 4400 SF k ERECTION OPERATIONS SHALL CONFORM TO CODE (REQUIREMENTS_ I. DEMOLITION OPERATIONS SHALL CONFORM TO CODE REQUIREMENTS_ NEW RAISED [DECK = 344-0 SF s m. REPAIR AND ALTERATION OPERATIONS SHALL CONFORM TC APPLICABLE CCODES. TOTAL = 1,2a4.0 SF n. SCAFFOLDS SHALL CONFORM CODE REQUIREMENT. a. STRUCTUR AL RAMPS, RUNWAYS ,AND PLATFORMS SHALL G0NFIR1'1 TO APPLICABLE CODES. p. MATERIAL HANDLING AND HOISSTING EQUIPMENT SHALL CONFORM APPLICABLE CODES. EXf STING LOT AREA = q1--:.:PLOSIVE POWERED AND PROJECTILE TOOLS SHALL CONFORM CODE REQUIREMENS. < <' / Ar r- EXPLOSIVE AND BLASTING SHALL CONFORM TO AUTHORITIES HAVING JURISDICTION. 40,�0�0 .�F. � RER SUR�E�) s_ TRANSPORTATION, HANDLING, STORAGE AND USE OF ALL FLAMMABLE AND COMBUSTIBLE MIXTURES, GASES, AND OTHER HAZ.ARpOUS MATERIALS SHALL CONFORM TO LOCAL CODES. AL LOW45LF LOT COVFf,A.(�;;E - 20.0% t. SAFETY REQUIREMENTS FOR EXPLOSIVE ACTIVATED TESTS SHALL BE IN ACCORDANCE WITH \ 8 20'/o OF 40,OeO SF. = 8,018.0 S.F. REFERENCE STANDARD RS19-I. U. CONSTRUCTION, INSTALLATION, INSPECTION, MAINTENANCE AND USE OF POWER OPERATED CRANES SHALL CONFORM TO REFERENCE STANDARD RS IB-2. REQUIRED SETBACKS v. C,41SLEW.AY5 SHALL CONFORM TO REFERENCE STANDARD RS. MIN. SIDETARD ALLOW = 15 FT. CI SIDE YAfRD) 35 FT (COM5INED SIpEI'AfR®S MIN.) LEGEND fi ROfi 'OSEF') 5f_� 1'Af�DS = 34.0 FT Cf 511DE 'T ARD: FT CCOM5INED � SIDE'T'ARIDS) FACE BRICK OR BRICK UNITS SCALE GKA DESIGN GROUP, Inc. �--' �.®�'OS � SITE � 1 POURED CONCRETE ]0-64 Jackson Avenue-Lona Island City,New York-11101 I�f "= I'—�" Tel: (718)729-4100-Fax: (718)729-5707 REQUIRED �UILCINC� HEIGHT = 35 FT � CONCRETE MASONRY UNITS GENERAL NACTURAL 30 FT_ =111_11\III P R O J E G T: III 111�1I WALL TYPE B .4-6 7'-24" 3 4 — — — — — — — n NEW CONC. WALL (FURRED) NEW 8",12"POURED CONC. • , y a IEA FOUNDATION WALL f. r. ��' '••'�- • ._.. — —. � (SEE PLAN) i' :''• i f - 16 3„ 1'-m" - ro n NEW BRICK VENEER WALL 23 -616 4"FAGS BRICIG 3'-216" ' ;i2,'= ;. BUILDING FELT 3/4" PLYWOOD V i NOT \ \✓/ \ \ z� SHEATHING 4"SHELF FOR FACE$RICK `` ; CONTRACTOR TO VERIFY ;: , \ w/ ""RBERSLASS BATT MSUL. 4EA5NT IN FIELD (TYP.) UN>EXC.41/>ETFO g _ METAL T, PAINTED) DE L �SJSECTION FOR 16"O.C.(EVERY 4' IN HEIGHT-) [C] 5TU000 WALL 'STO'ACRYLIC STUCCO FIN. ON RIGID INSULATION (PER MFR.SPEC.) UNEXCAVATED ` \ BUILDING PAPER 1 I \ 3/4"PLYWOOD A I I - SHEATHING FOUR I \ ��� �; 2x6 WOOD STUDS--I6"O.G. �I� 6_, .4 • ,� L —•�CONCRST5 W/4 FIBERGLASS BATT INSUL. 6'-16„ 5/8"G1llB.(PAINTED) -.. '— " , n J. .y • �— _ }: I I '� "��J n RATED PART. (2 NR) TWO LAYERS--5/8"G.WB. nl i� 47 9„ , `. � •� � � FIRECODE 'G' (EA-SIDE) t 16 UT/CITY I I ;,. I I ';i F � I A-9 2x4 WOOD STUDS--16"O.C. eF 6/NK - I I4"FIBERGLASS BATT •.:� nl INSULATION 01 1 .4-9 I .� — -I n RATED PART. (i PR.) ONE LAYER--5/8"G.WB. �• FIRECODE 'C'(EA.SIDE) , n1EA .. I- 2x4 WOOD STUDS--I6"O.C. " t 4"FIBERGLASS BATT •4 INSULATION 0 ( u L - L J ., n Tl'P_ INTERIOR PART. r>CEL C MIV srFF G 5TEEL OLUMN r 3'-6 C, 13'-6" 7'-28" - � 1 I f I — F�iREco E c'(EA SIDE) 8 - - - - r ,- r -- r- -57FL COLUMN r - :. 5TE L COL UMN_ 79 r—n I I r u n 2x4(2X3)WOOD STUDS-- C. 16" O J - - -___ BEAM � J ` 9 ,: I ELEc. I I I I I I �' I I, I � �. I I I L-- JMETER L---J L- --J L -- -J L — ISI CHASE WALL 5� t to — (. 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FIRST O.R. �, FLOOR PLAN SHEET No: /j W 1I SGALE: SCALE: � i`�`;i AS NOTED A-2 FIRST fL 0® FLAN 1/�I I_�I_/J111 1 i ��� DATE: SG/ _ ' AUGUST, 2004 1 WALL TYPIE [741 NEW CONC. WALL (FURRED) NEW 8",12"POURED GONG. FOUNDATION WALL 8 8 " (SEE PLAN) 9 t,l 15„ 2,_9 1, 19'-3I6 J b -316 9'-011 r✓'-�7" Ib'-7,l i, all Q C!11 Q ll 3'-431' l2'-7 CJ8 24'-0 B NEW BRICK VENEER WALL 4 4 _0142 4"FACE BRIOK BUILDINGS FELT 3/4"PLYWOOD 3'- " N/GN SHEATHINGa \ P-4 Ll 46 ('TYP.I 2x6 WOOD STUDS--ib"OG. W/4"FIBERGLASS BATT INSUL. 5/8"GJJJB.(PAINTED) METAL TIES I6"O.G.(EVERY 4' M WEIGHT-) \ y, \ \/ / M STUCCO WALL 'STO'ACRYLIC sTUcco FIN B�tLGON)' / \ / \ C \ \ ON RIGID INSULATION(PER MFR.SPEC-) / B L ON)' BUILDING PAPER 3/4' PLYWOOD CUJ3SHEATHING / C.i = 2x 4"OO f STUDS BATT 1. / \ \ / \ 5/8"Gs.W.B.(PAINTED) WYVI miro 4 B,l 4' RACED PARI. (2 HR) TWO LAYERS--5/8"Gs.W.B. 37 ) .I. 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SHELVESrr` ' SHELVES I _ — �—— 21 2 � IL 2 FG1 CHASE WALL 21- 1 — ONE LAYER5--5/8"GlU.B. — _ ❑ (INTERIOR SIDE OF PEN '1N MOISTURE RESISTANT) TO BE r 20-4 2x6 WOOD STUDS--I6"OC. 2 _ 207 M BEDROOM 1 o — BEORCOM 2 1A �TNRO I O I I 11dP� 3'-381, 8' 14 - 8 SHELVES 2 \X/ \ � � - -- 8.4L CONT' rTF \ N v / \ 13ALCON'rl ,� \ \ R4/LING (T1' -) '4 \x ro 2'-7��" l2'-6811 5,_ ll'-616" 5'-3611 2,-7" lf1'-5" 2,_7„ lo, 7„ �1, 7 1, Wil, 7„ 45 15'-1 " 7'-13" 17'-lol6 8 4 8 16 15'_711 Ir GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)7294100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S I O N S No: REVISION DATE DRAWINGS: DRAWN By: KA SECOND SECOND O.R FLOOR PLAN SHEET No: SCALE: SECOND FLOOR FLAN SCALE: AS NOT e- DATE: A-3 1/41'=11-011 � \ � �ii SG/ r-, .. .� AUGUST, 2004 1 ,4-6 62'-7/33„ 3'-64„ 4'_�" 13'-49," 23'-1,�" l3'-9" 3'-34" 2/1_ (SUTTER / ALL AROUND / \ BUILDINIs Dounl SPour DO(UV SPOUT N Q - � i� JI � C, , F a-9 i A-9 0�0 51=AN13q TILE5 (0/1;;;� A5 1FEIF�l CU NER) I DOunt SPOUT nllt - ill o� J Q I — �r ► � 0 \I I 3 I '-b DOIUN , 1 I I r— -I I I Q Q L J I 3 NQ NQ SLOI=E I DOIIIN SLOPE M10) w I DOIUN I TT— i I - _ - - �__ SLOPE SLOPE � — � I I r - Q — DOIUN DOWN - - SLOPE SLOPE DOCUN DOCUN I I DOIUM SPOUT _ / u INE 0ELLOw DOIUd SPOUTZ \ / _SPOUT W OM OUT DOUN S OU Z 4'-�" S'-3Im'-lam" 3'-2g" GKA DESIGN GROUP, Inc. 16 16 2 /3'-0" 16 2'-l1 g 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)7294100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK REVISIONS No: REVISION DATE I DRAWING: DRAWN By: ROOFPLAN � � • , O.R. SHEET No: SCALE: ROOF FL AN 6C:ALE: �' ,� -� As NOTED ���- A-4 i/4"=1 -/T 11 , .`' DATE: �,` , r v r AUGUST, 2004 CNlMNE1' (SEE PLAN) \ -i- - L SP.ANISN TILES TOP OF R'10GE - __TF - EL: b9' 10 I IT 12" "I — — — 1211 b 5" ro TOP OF BEAM STUCCOLD - IF] � . iFT11, " - ii o� 1' A R13LE MOLD/NO 8PAN1514 TILES SECOND FLOOR ]f 1 1 L - - _ -- -- L r=-t-_ -_�_ r - - I - I �4 ! 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GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 FIR OJE CT: THE GOROS RESIDENCE 2230 CEDAR DRIVE 'TOWN OF SOUTMOLD, NEW YORK R E v I S 1 0 N S No: REVISION DATE 1 DRAWING: DRAWN By: ELEVATION B O-R_ SHEET No: W ) �- SGALE: 0) I`\ AS NOTED scALE: 4� / DATE: A-6 ELEVATION 1 1/4"=1'-oil T� O� r'�: o% AUGUST, 200 is I I I L 1 T 5FANI5N TILES — — — — — — — — — — — — — — — — — — TOP OF RIDGE EL: 69' 1013-' - - - ro TOP OF BEAM r�cq EL: 61' 84" STUCCO -- - LL 0 MARBLE MOLDINO -t-lz=r I SECOND FL - — — — Sf AN15N TILES BRICK = -,- -- "- --T-- r� L�_ S L_ I_ L . _, _-_ I r]M]11T L - FIN. 1st FL. u1 BRICK -- EL: 39 6 " I _1 i- I_ - L .� J - r 1- - - - - -� - J 1 -�= I- -- -- i - S. 1 --Jj7 — — — PLAN) I I I I 1 1 r I i t I I I I I r -_ - - � I I I I CELLAR EL: 30' 1.. GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E v 1 S 1 O N S No: REVISION DATE DRAWING: DRALN 51j: ELEVATION D O.R. s ` SHEET No: :I SGA ! 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MOLDING (SEE FIN, SCNEDULE5) - O m - '6T0'ACRYLIC STUCCO FIN. ON 2"R/57/r,> INSULATION �Irol IPER MANUF. SPEC) = LIMESTONE SILL 0 /�- 2X6 WD STUDS _ -- BUILDING PAPER / 'STO'ACRYLIC STUCCO FIN_ -��— R-19 BATT INSULATION ON 2"R/GID INSULATION - 3/4"SNEATN/NG (PER MANUF. SPEC—) / - 3/4"SNEATN/NG 13A5E MOLDING (SEE FIN. 6CNEDULE5) R-19 BATT IN5ULAT/ON 3/4"FIN FLOOR(SEE SCHEDULE) m p 5/8"GYPSUM BD. �-f - 3/4"FIN. FLOOR(SEE SGNEDULE) 3/4"PLYU/OOD SUB-�OOROD / j SUB-FLOOR FIN. 2nd FL. _ - - - - - EL: 51`-8�„ civ F/N. 2nd FL. EL: 51'-99" MOLDING -- MARBLE MOLDING 3X12 JOIST 6 12"O.G. W/ 2X12 CROSS BR/DGING 3X/2 JO/ST 6 /2"O.C. W/ 6 0'-0"FT INTERVALS) I 2X12 CROSS BRIDGING MOLDING (SEE FIN SCNEDULE5) / ��= 2X6 WD STUDS ;ro 6 B`-0°F7 INTERVALS) 6/B"CsYPSUM BD. L_ i STEEL -'�-- STEEL EATN/NG / 2X6 WD STUDS 2X6 WO STUDS -� — �� 4"FACE BRICK _ R-19 BATT INSULATION R-19 BATT INSULATION ! -- WINDOW 65EE WIN OW SCNEDUL 5) 4"FACE BR/CK 3/4"SNEATN/NCx - _ �/ ,_--- - 3/4"SNEATN/NG 4"FACE BR/CK B "X6"COLUMN 2 4"FACE BR/GK Lit - WINDOW(5EE WINE>0W 5Cl•IEDUL 5) 0 BASE MOLD/NG (SEE FIN. 6C14EDULE5) 0 3/4"FIN. FLOOR(SEE 5CNEDULE) (2)LAYERS OF 3/4"PLYWOOD UTIL17Y AW-RLE EACu Joist $" lPa/NTeD>=- j SUB-FLOOR BASE LIMESTONE SILL FFLOOR(SEE SGdEDULE)% -/ � LIMESTONE MOLD/NG— =d 3/4"6UCRLooe :. FIN. 1st FL. ------ / -�\- - - - I - RRtCz#TFO METAL DECK r. EL: 40 ' 3X/2 JOIST 6 12"O.0 W/ =� + " ' ---2X12 CROSS BR/DG/NG P UCS.. PREATTATCNED 8'-0"FT. INTERVALS) UTILITY ANKLE4 FACE BR/CK •Ly•D. @ EACH J016T - / -- - „ + 12"STL. ROD 0 1/2" ANCHOR BOLTED TO 3 3 - 0 00>06 STEEL BEAM ' GONG. POUR �"Cx(l1B.!PAINTED) z /_ Q �60"O-G. _ �/ . �• ' .e,,-�' %. ttlOOD BASE FIN. is t FL. Fll•L FLOOR lSEE SGNEDULE) 3/4"SUBFLOOR IU/ZX79 STEEL BEAM— _i / • D, e ' / GROUND s"CONE POUR ON /�L 4�I 3"F/BER GLASS/NSULAT/G1N— / �' D' LEVEL l<1 CORJ*ATEO RIMETAL DECK \ STEEL PLATE •e' e+ ' — —_ % EL: 36 - -- --- PATIO CONTRACTOR Sl�,4LL �'� r EL: 39' 2 8' - 4"FACE BR/CK ro w COORDINATE NEW 1 " f TERMITE SHIELD CxR.4DE LU/SHELF TO STONE TILE RECEIVE OR/CK GKA DESIGN GROUP, Inc. 2"MORTAR - 12"POUR CONC. PREATTATCI-IED 1L•D. ' ]0-64 Jackson Avenue-Lon Island Cit New York-11101 UT/LITrANCsLE .--': �"'=- - 5"POURED GONG. SLAB 4" SHELF Y' rice C�EACH Jo/STU Li -�j Ur , )_�� oma' c\ Tel: (718)7294100-Fax: (718)729-5707 W/6„X6„ 10/10 W w".. :.•- . - X�`� ��' qo GROUND PROJECT: un0,W6 STEEL BEAM • D \, LEVEL B”POURED CONC. SLAB Nlro a60"O� r� .I. .> . .•. ! W/6"X6" 10/10 W.W.M. THE GOROS RESIDENCE IZ FIBERGLASS/NSULAT - ..D �.•.. .ro —- 4"GRAVEL FILL - MOISTURE BARRIER RES/L/ENT FURRING CHANNENEL ,e • ..- •- � /�- l/2"EXPANSION JO/NT - - 4"GRAVEL FILL 2230 CEDAR DRIVE ll/l?X79 STEEL BEAM :•- :-�- - TOWN OF SOUTHHOLD NEW YORK STEEL PLATE _ • �D. CELLAR - - FLA5N/NGu� e EL= 32' I$" No: R E v 1 5 N N S D CELLAR a3 RE-BARS (TYP) DATE ap`' a - a - EL: 32' / �, �?=J (T �% t Q 4. "5 RE-BAR5 YPJ 'S o0 12"POUR CONC. . �- ��,�z.i1/2"EXPANSION JOINT(TVP.) COMPACTED EARTH a a - COMPACTED EARTH -- S"POURED GONG. SLAB "3 RE-BARS 7. _.. MOISTURE BARRIER o IK— 4 TRE-BARS ►'. 4"GRAVEL FILL � <<,^, _ —_ .��„ , '�. DRAWINGS: DRAWN ey: WALL SECTIONS C R TSDFEf-=, // �1� TED F� �� URAINACE �! SI IFFY No: /' -, `t. SCALE RS NOTED SCALE: ;��, WALL SECTION. 1 CALF:II , 1 WALL SECS'ION 2 y ' DATE: A 1 =1 - 1.. AUGUST, 2ID04 ROOM FINISH SCHEDULE DOOR SCHEDULE O No. ROOM FLOOR BASE WALL CEILING REMARKS QTY MARK SIZE TYPE MAT. THK DOOR LABEL GLASS TYFRAME MAT. REMARKS MANUFACTURER C00 STAIRCASE HARD WOOD NONE GWB GWB. (PTD) 1 1 6'-0" x 1'-0" 3 WD 1 3/4" -- -- 5TL. AS PER OWNER 1 C01 OPEN CELLAR CONCRETE NONE CONCRETE GWB. (PTP) 1 2 2'-0" x 6'-8" 2 WD I Yz" -- -- WD SOLID CORE WOOD DOOR I 12" POURED CONT_ CO2 TOILET CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUNM 1 3 2'-0" x 6'-8" 2 WD 1 Yz" -- -- WD SOLID CORE WOOD DOOR I FOUNDATION WALL CO3 UTILITY RM CONCRETE NONE GONG/GWB (2) GWB_(PTD) (2) LAYERS OF GWS. - 2/HR FR 1 4 2'-8" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR i `�f ' 5" POURED CONC. SLAB ' W/ 6"5(6" 10/10 WWM 8 a VAPOR BARRIER C04 MECH. RM CONCRETE NONE CONC/GWB (2)GWB. (PTD) (2) LAYERS OF GWB. - 2/HR FR. 1 5 5'-0" x 6'-8" 2A WD I Y" -- -- WD (2)SOLID CORE WOOD DOOR 1 `' COMPACT EARTH 1 6 2'-6" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR 1 COMPACT EARTH 2 1 2'-6" x 6'-8" 2 WD 1)12.. -- -- WD SOLID CORE WOOD DOOR 1 100 STAIRS HARD WOOD NONE GWB. (PTD) NONE 3 8 3'-0" x 6'-8" 2 WD I Y" -- -- WD SOLID CORE WOOD DOOR \ T .d dU 101 ENTRY AREA GRANITE TILE GRANITE GWB. (PTD) GWB. (PTD) (DIAGONAL PATTERN) 1 9 2'-4" x 6'-8" 2 WD 1 Y" -- -- WD BI-FOLD CLOSET DOORS 1 C12XI2 GRANITE 102 HALLWAY GRANITE TILE GRANITE GWB. (PTD) GWB. (PTD) (DIAGONAL PATTERN) 1 10 2'-10" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR 1 a r 103 LIVING RM OAK SELECT 02 DYKS 292 GWS. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYKS 221 1 11 2'-10" x 6'-8" 2 WD 1'V -- -- WD SOLID CORE WOOD DOOR i �� ✓ 4 ZI 104 FAMILY RM OAK SELECT 02 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYK5 221 1 12 2'-10" x 6'-8" 2 WD 1 Yz" -- -- WD SOLID CORE WOOD DOOR I \ a a 105 POWDER ROOM CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 13 2'-6" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR I \ �j 106 KITCHEN /z HARD WOOD DYKS 292 CERAMIC TILE GWB. (PTD) TYPICAL GROWN MLDG -DYKS 221 I -- -- 1 \ l 101 BREAKFAST AREA HARD WOOD DYKS 292 GWS. (PTD) GWB. (PTD) TYPICAL GROWN MLDG -DYKS 221 1 14 2'-10" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR 1 108 LAUNDRY CERAMIC TILE NONE CERAMIC TILE GWS. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 15 2'-8" x 6'-S" 4 WID -- -- WD BI-FOLD CL05ET DOORS 1 109 DINING RM OAK SELECT 02 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYK5 221 1 16 2'-8" x 6'-8" 4 WD l Yz" -- -- WD BI-FOLD CLOSET DOORS 1 110 GARAGE CONCRETE NONE CONCRETE GWB. (PTD) 1 11 2'-8" x 6'-8" 4 WD 1 Yz" -- -- WD BI-FOLD CL05ET DOORS 1 1 18 2'-8" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR 1 1 19 2'-8" x 6'-8" 4 WD -- -- WD BI-FOLD CLOSET DOORS 1 FOOTING D $AI 201 BALCONY OAK SELECT 02 DYKS 292 GWB_ (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYK5 221 1 20 2'-10" x 6'-8" 2 Wp 1Y" -- -- WD SOLID GORE WOOD DOOR 202 MASTER OAK SELECT "2 DYK5 292 GWB. (PTD) GWS. (PTD) TYPICAL CROWN MLDG -DYKS 221 1 21 2'-10" x 6'-8" 2 WD 1 Y" -- -- WD SOLID CORE WOOD DOOR BEDROOM 203 MASTER CERAMIC TILE NONE CERAMIC TILE GWS. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 22 5'-0" x 6'-8" 5 WD 1 Y" -- -- WD BI-FOLD CLOSET DOORS BATHROOM 204 BEDROOM *1 OAK SELECT "2 DYKS 292 GWB. (PTD) GWS. (PTD) TYPICAL CROWN MLDG -DYKS 221 1 23 5'-0" x 6'-8" 5 WD I Y" -- -- WD BI-FOLD CL05ET DOORS 205 BATHROOM i CERAMIC TILE NONE CERAMIC TILE GWB_ (PTD) TILES 4'-0" IN PGT ALL AROUND 1 24 2'-10" x 6'-S" 2 WD 1 Y" -- -- WD SOLID GORE WOOD DOOR STEEL 206 BEDROOM 02 OAK SELECT 02 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYK5 221 1 25 2'-6" x 6'-8" 4 WD -- -- WD BI-FOLD CLOSET DOORS COLUMN U/ELDED ON 12"X12"X1/4"STEEL PLATE 201 BATHROOM 2 CERAMIC TILE NONE CERAMIC TILE GWB. (PTD) TILES 4'-0" IN HGT ALL AROUND 1 25 2'-S" x 6'-8" 2 WD I Y" -- -- WD SOLID GORE WOOD DOOR ' BOLTED TO 3'X35(2' CONC. FOOTING 208 BEDROOM 03 OAK SELECT #1 DYKS 292 GWB. (PTD) GWB. (PTD) TYPICAL CROWN MLDG -DYK5 221 8"POURED CONC. SLAB W/6"X6" 10/60 W..Lvm. 209WALK-IN CLO_ HARDWOOD DYKS 425 (PTD) GWB- (PTD) GW5. (PTD) P1015TURE BARRIER •° .. m d. 7L - 4 - _t J d ���>oJo 4.. <I e <° . 4"GRAVEL FILL N a. d' ° a d d. v ° ° a. d. d v. ° a L °. 3'- COMPACT EARTN t WINDOW SCHEDULE Wo QTY. MARK SIZE(ROUGH OPENING) TYPE MODEL NO. MATERIAL REMARKS MANUFACTURER 11 WIA 1' 104" X 5' 0-5-1" TILT-WASH TW18410 CLAD COMBINATION OF 2 UNITS ALL 'ANDERSON' DOUBLE-HUNG STEEL CCL U�I IDTA I L 111 = �1—iii 2 9 W15 I' 10-8" X 1' 9-I6" TILT-WASH pHTi81l CLAD DOUBLE-HUNG 1 � 22 W2A 2'6-vDOU5LE- 8" X 5' 0-$" U -HT HUNG WDH 24410 CLAD COMBINATION OF 2 UNITS OUBL 20 W25 2'6-61" X 1' 9-8/i6" WOODRIGHT WTR2411 CLAD `- DOUBLE-HUNG {(tel (O I' -WA5N \ / \ 2 W3A 5-2TILT " X 2'4-1" DOUBLE-HUNG TW2`1.42 CLAD COMBINATION OF 2 UNITS n / / / / \ I U I I " I I W35 3' 0�" X 1'4- TILT-WA511 TW2442 CLAP o o \ o \ 00 DOUBLE-HUNG \ ,\ \ \ / 00 � i \ / \ / 2 W4 9' 13-3/4" X 6'-11" GLIDING PATIO FGW100611-4 i 1/ 11 11 \ / \ / AL DOOR Qi la Oz 2a O O 0 1 W5 8'-0" X 6'11" PINGED PATIO FWH806115A5L DOOR 2 1 W6 8'-0" X 6'll" HINGED PATIO FWH806115A5R COMBINATION OF 2 UNITS FIN FLOOR DOOR CASING 1 W9 1'-51"X 2'-0 a" PICTURE CR12 CLAD 1 W-1 6'-02"X 5'-2-j" SPRINGLINE 5E6045 GLAD 2 WS CA51NG CR145 CLAD FLOOR JOI+;,TS<\\� 2 8 PICTURE 3" X 12" GKA DESIGN GROUP, Inc. CASING 3 W10 1'-52"5(6' 0-j" CRI6 CLAD PICTURE 10-64 Jackson Avenue-Long Island City,New York-11101 " 4WGi 2'4- /a" X 1' 5-2" DOUBLE-HUNG HT WDH 24410 CLAD OUBLTel: (718)729-4100-Fax: (718)729-5707 I-1/4 XI/4 PROJECT: I WO WC2 6'0-3/8" X 1' 5-1" DOUBLE-HUNG WDH 24410 CLAD DO DRIGHT BRIDAL IRONS5/8" GWB ALL BMS F.C. 60 W12X35 THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S I O N S No: REVISION DATE -,,--4" 7 LALLY COLUMN 5" POURED CONC. SLAB X111/ /"Y/ 1/11/1/7f IItlIIM ,t DRAWING=: DRAU.N By: SECTION SG/ Lli SHEET No: rOF FLANGE 5RACIN SCALE: AS NO FINISH SH SGSE D ��U %` A=l l !. DATE: t` AUGUST, 2004 - LEGEND NOTE A.D. ACCESS DOOR THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE ✓� APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN — CAP. CAPACITY ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS BEING F.C. FLEXIBLE CONNECTION EITHER APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. _ CR CEILING REGISTER CFM CUBIC FEET PER MINUTE \\\ FD/AD FIRE DAMPER WITH ACCESS DOOR LF LINEAR FEET LD LINEAR DIFFUSER OA OUTSIDE AIR MD MOTORIZED DAMPER VD VOLUME (MANUAL) DAMPER IuNEiC,a v.a rEi::) � / \ \ I �. (D THERMOSTAT tour� ! MANUAL SWITCH CONCPErE (SPEED CONTROL WHERE NOTED) NEW WORK VERIFY IN FIELD 1 I I EMERGENCY SHUT-OFF SWITCH I � 1 w� i I _O_ N.T.S. NOT TO SCALE ^ I p 1 I I - PLBR PLUMBING CONTRACTOR �I NosF s" CW VALVED OUTLET AMTROL EXPANSION G.O. ' I LEFT BY PLUMBER TANK TL ° - - - - - - - - - - - - - - - - - - - N.Y.C. APPROVED RETURN RISER TO SYSTE BACKFLOW NOSE —�, I I I I ( PREVENTER s/s1 _ _ _ _ _ _ � SUPPLY RISE �- - - - - T ILET TEMPERATURE i CW MAKE-UP - - - - - - -00 Com/; CONTROLLER CONTINUOU ' i ( (TYP) . e ENCLOSURE I L AF_ ROOM 1 - - - - THERMOSTA FROM SYSTEM _ A.S.M.E. PRESSURE �BO/LER 1 RELIEF VALVE SET "U/ElL MG GLA 1=204U1 _ I , EL c. I AT 45 PSI MEA «96-96e M R ' UNION (TYP.) FLOOR UNEYC,�VETFl� x HEAT L/NES pD V TO ALL ' OPERATING AND MANUAL HI-LIMIT HEATING UNITS As I I � — — — '— THREE-WA Y D TER PRIORITY n i 0, AQUASTAT. SET COMBINATIO SHUT-OFF VALVE 22-5,000 VALV V_ k 1 i AT 190 DEC. F. BALANCING 11 btu I e G04 UTIL I r-' FT of ' I ( WATERDOMESTIC ► CIRC.PUM AND 210 DEC. F. SHUT-OFF UNION (TYPICAL) t�-cN 'NIC,�L �ori I HEATER - ARES RESPECTIVELY VALVE TYP. H.IU.N -' � DRAIN VALVE (TY 1" GAS. ACTIVE CONTROL VALVE - - - - -I - - CONNECT TO RADIATIOIJV WITH REMOTE 9�I MDL�FSG7� I VALVED OUTLET SENSOR MEAS'402-93E , I LEFT BY PLBR (TY ) ,- 1" RELIEF VALVE DRAIN. RUN TO NEAREST FL. DR IN 4" CONC. PAD TYPICAL RADIATION BOILER PIPING DETAIL CONNECTION DETAIL NO SCALE NO SCALE RADIATION SCHEDULE SLANT/FIN AS STD TYPE DESCRIPTION MATERIAL SIZE CAPACITY AVERAGE W.T. A MULTI—PAK 8 WITH 18 3 x 3r x s" x 48 880 BTUH/LF (1) ROW 190, i GAUGE COVER 6" SEllIER PUMP SCHEDULE STD BELL & GOSSETT N�11/ LOCATION UNIT N0. SERVICE GPM FT HEAD 0 MODEL SIZE M TOR REMARKS Il pHP IA. TASK MECH ROOM ALL PUMPS BOILERS 2.1 45 SERIES 60 1i A 1 GKA DESIGN GROUP, Inc. TANK 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 EXPANSION TANKS AMTROL AS STD P R O J E C T: LOCATION SERVICE TANK ACCEPTANC MODEL SIZE REMARKS VOLUME VOLUME EXTROL MECH ROOM ALL BOILERS 2.1 0.9 1 AST-5 9r' x 14r" COMBO PACKAGE THE GOROS RESIDENCE BOILER SCHEDULE STD WEL Mc LAIN 2230 CEDAR DRIVE \ TOWN OF SOUTHHOLD, NEW YORK LOCATION UNIT N MODEL GAS OUTPUT HEATED L B.R D.O.E AUTMATICINPUT M E.A. NO VOLTAGE REMARKS NEl/ D/SPOS4L sED CFH MBH MEDIUMVENT MBTUH VENT DAMPER R E v I S I o N s MECH ROOM 1 CC8245 67 48 WATER 4" 55 YES 28-77E 120/1-60 - No: REVISION DATE i i r7_�LLBOILERS W/ FACTORY MOUNTED CIRCULATORS. FAN SCHEDULE DRAU11NCs: DRAILN By: N0. LOCATION CFM S.P. RPM WATTS VOLTAGE MODEL REMARKS PLUMBING PLAN \ i TX—F-1 — 75 0.250 1500 40 120-1-60 CSP-108A j KX—F-1 — 150 0.375 1650 79 120-1-60 CSP-117A SHEET No: &GALE: FL rr _ ,45 NOTED / SCALE: _ I FLAN CELLAR SC1/4"=1'-0" AT CRUST, 2004 --------- ---- I 4"VENT STACK 4"VENT'ABOVE CK I — — FN.ROOF AB3' OVE — — — — — — — i Tr-��4C \ �\ — — — 3.. 4" — — — 3" 4FIN.ROOF — — — 3" 4"— — — BATH RM 3" 4" BATH KM 3" 4" BATH RM 3" 4" I 1-112"i-- T r/ I I1-1/2" i at � I FB 2 I SHOWER JACUZZI 2" 2" WC 2" 5H WER WC 4�� 2�� LC. 2�� - 1'-0" I_ — 3/4n hj 4" KITCHEN LAUNDRY 4" BATH RM - -- d= T 1-112" 1-112" I u ^ I ha NWS Ili A 3s 5f7 SKF ��'-o 14 1-1/2"1 DOUBLE 3/4" � ---- � A 3s - 3„I SNK ASHE FB � ig,� 1 HW5n i i I z”2„ 2' 1 3/ -- 3/4" �p�,' 3/4 11 - - - -I - - 4„ WC - - - - - FIRST FL_ RETURN �alUrP.Y RETURN II 4" C.O C.O 4" 4 I --- I I I I II I — — — 3.. 4 — — — 3.. — 4" i3.. — — — — — — — 104 1 4" 1 I 1'-m" ( 3/4" / � 1 4 OPEN CELLAR q'I KI TGl-IEN i A 3s I NWS BATH RM 1-1/2" — - TC - ( 545E LENT ( J I 4" 4" 3/4" ^ - I -- - - - - - - LZ I FB I I I IIIJ'I T 2'A 3.J " / -- ( - - , �C.O C.OI 3"FD 4" WCV � 1 3"FID 3"FD 1 — CELLAR 3/4" RETU ���� — — — I — — 3 1 — — F3" q- /4" RETURN �� ! p 4"� , J �� WS 4 - - - - - - - - - — 6,� "- n n �4"STORM DRAIN A 113s �-T i�7 3/4 7 m �4 4"5ANITARY DRAIN \ N�� NWS 6,2 A �TU� - HOUSE TRAP 3/4 C - ------------- - - - RET I - - -- - - — cLo,7' 3/411 cr �� RETURN 3/411 C� ^ 3/4" ^ — HWS NWS 101 - I - 62 A A 35 ( - - A 3s .�=NT, r- — — - 3/4" 0 3/4" Cp J 3/4 RETURN ^ RETURN a 103 NWS ern L 11ilN(�i 3'-0" II co<.i � I I I � F00l"! FLUM13INn RISER DIAGRAM 00P� A 1136 CLO Er ;�� I 3/4 1� NWS 4FAr 7E Doi 5 TA/ REtl - p - -I- �� - - -- ---- 3 U)INp0006 \ Y _* a - GKA DESIGN GROUP, Inc. \ \` 10-64 Jackson Avenue-Long Island City,New York-11101 -- Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE 'TOWN OF SOUTHHOLD, NEW YORK R E V I S I O N S No: REVISION DATE DRAWING: DRAWN Fy: PLUMBING PLAN R, SHEET No: 1 SCALE: SC�4LE: 146 NOTED _ PLUM1311�n PLAN - FIRST FLOOR 1/�°"=1'-amu 1 � JWLUST, 2004 p 2 X / \�\\ 0,4L CCN r 3/411 \66 HW5 A 3B W,!, CLOSET ! \ \\` \\ �� I 1 3/41f RETURN RETURN- k/F - - 2 C- 3 1 1% 3/411 5 TE111= L I N,E N OEL�)F-00t-1 3 FRETURN 14 WWI TV ENTERTEV-IENT WS � [_��_O- -A I � I 35 1 1'-0" 1 1 1 �j )IV-0" A A 35 3/4 110 y T "W5 IPW5 '0— 3 -oI CLC�Or_T 3/41f I A 13-5 3/4 __pW5_ 3/4" HWS A \0� RETURN CLOSET RETURN q \`v l \ �j 5HELVES 3114A 11 C __RE_TUFN 3/4H I \ "W5 — �; 5 11 7L=- -011 3/411A 135 I )L cb 0- RETURN 'RETU Y /ooY 3/4" 5 TA/P"5 NWS 3/411 F 5114 L r_ON r GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-I 1101 Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V 1 6 1 0 N 6 No; REVISION DATE DRAWING: DRAWN By �,, ` N^rn .' PLUMBING FLAN 1D.R. f /�J�`' /1 ' l^\ .,.'�`y SWEET No: SCALE: NOTED 5CALE'. P-3 FLUM15ING PLAN SECOND FLOOR UST, 2004 1/4 =1'-011 I 1 STEEL f'L,4TF lU8 /5 STEEL ✓O/ TS _- m O11 O C I UZX15 STFFL IJo/5T6 GCNCI�'ETE 1 mr 601+ OC I 2X35 _ I 1U12X35 STEEL B AM - I I I I ( ( I I I I I 1 I I 1 ( I I - 1 I I I I I 1 1 I I I 1 I 1 I I I I I J — 1 IUUdX26 STEEL J0I575 l>aX26 STEEL JOl TS 1 I IUI.OX26 STEEL JOISTS 1 1 Im 6 ° OC. ( 6P�-9� I I 6.0" O.C. moi\ 1 I I I I 1 _,- - I I I I I I I f I T , IL-ET I I I I I 1 I STEEL, COLD ' 1 STEEL COLUMN 1 STFFL(1=10I �- - 6 6 1 nEX6 n_GmI-LUMNI 6-"X&-"- I /6„X6 1 I 6"X6 lST„XEEDi COLUMN—rr I1I II1 15 T51EL STEEL COLUMN --- - ( I I I I 1.- 31 I I f.- - TEEL L81�4M -� _ - 1 - I I L J I 11 1 I I `�, F-1 1 1 o� L —t — J L— —J L L —_4 —J L — J I 1 I 1 I 1 1 I I I I 1 1 I I I I I 1 1 I I I I 1 UN17X('�A VE TEO W10 426 STEEL I JO/ - I ( 1 I I I \I 1 I I I O.C. I I 1 E V3 ' ' WI.OX26 ST EL JOISTS I �C�4 L UTILlT7 �.��M I l�-STE LUMN �' 60” O.G. I- r h I I ( I I I 1 I I STEEL COL UMNI ; ST E COLUMN I 1 1 I112X35 _ ( - I 1012 35 _ I 7 TT1 _1U12X3J I - �-TEEL-SEAM - -� _STEL BEAM t1 �E�r'� 1 - - - --- L J - - 1 - lUSX15 S MEL Jorsrs 6rd" o_c. I I/ ------------ GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E V I S I O N S No: REVISION DATE DRAWINGS: DRAWN By: V STRUCTURAL PLAN O.R. 7 6fr f SHEET No: 1 r' \' SCALE: AS NOTED _ SCALE= STRUCTURAL PLAN CELLAR :.. 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TS I I I I Q 1 I 1 1 I. 3X12 WOD /:37S I 1 �' I,1— " t 1 tv 1121 O.C_ V/X BR/DCxlNCit 1 I I ' ' ' ' 'O /2 O / R! CxrN O X 7 x,n " ' 1I ��, 1 1 yl I I I I t I I I I 1 I I I I I I Ii� I I I(C�1�.II IIIIIIII( II� AIT� 11- I I I I <1� X/YTSI I II1 _J04 _ ---r - _- - - _ _ - h 12Aa*12QX� .,JO/SIT TS- -- -- STEEL BEAM ef2 O D J lS t II . J ,'l ' I 2 I�IX!/Ob -10/I �T$ 1011121 ST££L COLUMN 1S6,rT £ t,-�j6 , V I I GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long island City,New York-11101 Tel: (718)729-4100-Fax: (718)729-5707 FR0JECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E v I S 1 0 N 5 No: REVISION DATE DRAWINGS: DRAWN ay: STRUCTURAL PLAN ��� ��.� :�•, .� O.R. SHEET No: SGALE: SCALE: AS NOTED Js 1 DATE: � STRUCTURAL FLAN - SECOND FLOOR 1/4"=1'-o" AUGUST, 2004 ' -,; r. /�� �� I I/ I 1 I I I I I I 1 I 1 2XIC WD $LOCKING: AT END OF RAFTERS , I (ALL AROUND BU/LD/NC> i I I FH I J ]-F- - IJ - - �, -- I � • • �� I � . , I I � 1 I I I � � I � _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- ................... I Jr-- I � �,� � � �� � „ I IIIIIIIIIIIII IIIIIIIII _ _- ` C.I W/IX R/ Cs +— li I i --E - „ � � � � � IIIIIIIIIIIIIIIIIIIIIII � � illllttl111111 " 11 1 1 1 I I I I _ __, IIIIIIIIIIIII , , —� -- -- -- -- -- ! I 1 1 1 1 1 13112 D L116E I I I I I I I I II'-1---- - r - J -- - - -- -- -- -- --� , , ' ' 1 ► I I I I I I 1 I 1 ' ' I I I I I I I I -- -- -- I -- - - -- I 3 12 D 045T,51 .0 WAX -- __ --- i i — -- —� ' I I ( I I , 1 , i � �I I I I I ► I I I I I I , , ` -- -- � !- - t T --I1-11 kL-- — I� h" !! GKA DESIGN GROUP, Inc. 10-64 Jackson Avenue-Long Island City,New York-11101 Tel: (718)7294100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTMOLD, NEW YORK R E V I S I O N S Noo: RE V IS ION DATE DF AWING: ��* AWING: DRAWN By: F�i STRUCTURAL PLAN 0.FR. SHEET No: to=J I1 j `t, t }' SCALE: - \ ,� AS NOTED SCALE: STRUCTURAL PLAN - ROOF1S -4v l'_�'-,a 11 _ °A; u�usT, 2 mm� BUILDING DEPARTMENT NOTES (MECHANICAL) 1.AS REQUIRED BY 21-184(NYC BUILDING CODE),CODE REQUIREMENTS OF ADDITIONAL CITY'S DEPARTMENTS SHALL BE COMPLIED WITH. 2.CONDUCT ALL NECESSARY TESTS AND INSPECTIONS,AS PER 21-11% 21-181 t 21-118. 3.ALL EQUIPMENT AND MATERIALS INSTALLED FOR THE HVAC SHALL HAVE NEW YORK CITY'S BOARD OF STANDARDS AND APPEAL'S APPROVAL AND SHALL BE FILED WITH THE DEPARTMENT OF BUILDINGS AND M.EA 4.ALL WORK SHOULD BE PERFOSTIED IN STRICT COMPLIANCE WITH T14E NYC's BUILDING CODE.THIS SHALL INCLUDE,BUT NOT LIMITED TO ITEMS 1 THROUGH 3 ABOVE AND THE FOLLOWING: A.ALL ELEC'T'RICAL WIRING SHALL BE AS PER NYC's ELECTRICAL CODE (21-184). B.FIRESTOPPING OF PIPES,DUCTS AND CONDUITS THROUGH FIRE RATED CONSTRUCTION SHALL BE AS PER ARTICLE 5 OF THE NYC'S CODE. 5.THE INSTALLATION OF MECHANICAL EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF THE NYC BUILDING CODE AS OUTLINED IN RS-13-1 AND SHALL INCLUDE,BUT NOT LIMITED TO THE FOLLOWING: A.THERMOSTATIC DEVICES t0 SHUT DOWN INDIVIDUAL FANS SHALL BE PROVIDED IN THE FOLLOWING LOCATION: (1)AT EACH EXHAUST AND RETURN AIR FAN INLET SET AT 125 Rt (2)AT EACH SUPPLY FAN OUTLET SET AT 150 F., (3)AFTER THERMOSTATIC SHUTDOWN,FANS SHALL REQUIRE MANUAL RESET. 6.EQUIPMENT AND PIPES HUNG FROM THE CEILINGS SHALL BE SUPPORTED FROM NEW SUPPLEMENTARY STEEL TO COMPLY WITH NYC BUILDING DEPARTMENT REQUIREMENT. 1.CONTROLLED INSPECTION ITEMS: A.FIRESTOPPING 26-345 B.MECHANICAL VENTILATION 21-119 S.MINIMUM REQUIRED OUTDOOR AIR SUPPLY,AND RETURN, IN AIR CONDITIONING SPACES SHALL BE 10 CFM PR OCCUPANT AS PER 21-159. \ — - -- - - - - - -- - - S.NOISE OUTPUT OF A/C UNIT SHALL COMPLY WITH SECTION 21-110,SUBDIVISION 4 OF BUILDING CODE AS PER NOISE REGULATIONS. NOTE THIS APPLICATION SPECIFICATION SWE15 APPROVED ONLY ET,ALLATHER MATTERS ICATED ON SHOWN ARE NOT TO BE RELIED UPON OR t0 BE CONSIDERED AS EITHER 017EN CELLA F �—���� BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. EQUIPMENT SCHEDULE \ \\ \\ \\ UNIT! MODEL NAME: MODEL ": MEA s: SERIAL ': COOLINGCAPACITY WEIGHT EVAPORATOR 1 'YORK' F2RC/FCO24 110-56-E 25 TONS EVAPORATOR 2 'YORK' F2FP048 110-96-E 4 TONS i \ \ \\ CONDENSER I 'YORK' HIRA024 SS-96-E 25 IONS UNEXC4V,4TED CONDENSER 2 'YORK' HIRA048 88-96-E 4 TONS POUF CONCFFT HANGER SIZES FOR RECTANGULAR DUCT SHALL BE AS FOLLOWS: LONGEST DIMENSION ROUND HANGS MAXIMUM SPACH i STRAP WAW-sER P TRAP SHELF RANGE - OF DUCT. NOTE • UP TO 18" S GA.WIRE 8'-0" 1" x 1/8" 1" x 1"x 1/8" IS"TO 30" 1/4" ROD 6'-0" 1" x 1/8" 1" x I" x I/8" I 31"TO 42" 1/4" ROD 4'-0" 1" x Va" 1 1/2"x 11/2"x 1/8" 43"TO 60" 3/5" ROD 4'-0" 1 1/25c 1 1/2"x 1/8" 6l"TO 84" 3/8" ROD 4'-0" 2 x 2 x 1/8" _ IroX10 85"TO 96" 3/8" ROD 4'-0" 2 x 2 x 3/16" - - - --- 91" AND OVER 3/8" ROD 4'-0" 2 x 2 x 1/4" II II (140 cfm) ---- -- - - - - - - SCOPE OFFM U- WORK 12X10 -- A. INSTALLATION OF TWO(2)TEN(5)TON AIR CONDITIONING UNITS AND (1)3 TON (1)4 TON AND ASSOCIATED DUCT WORK r\, 002 300 CFM -- B.THE EXTENT OF THE WORK SHALL BE AS SHOWN ON THE DRAWINGS. /L X�Q MATERIALS - _ A.DUCT WORK: - - yX OFENI 1.S14EETMETAL: ALL GAUGES,CONSTRUCTION AND INSTALLATION OF THE DUCT cv i I I I I I WORK SHALL BE AS PER ASHRAE STANDARDS. 2.MATERIALS: ALL DUCT WORK SHALL BE GALVANIZED,UNLESS OTHERWISE 16X11a 24X10 - INDICATED B.AUTOMATIC TEMPERATURE CONTROLSt FURNISH AND INSTALL ALL REQUIRED THEF"OSTATS AND CONTROL WIRING TO PROVIDE COMPLETE AUTOMATIC CONTROL al - SYSTEM. "UTE/L MC CLA/N" C.AIR DISTRIBUTION DEVICES: RECTANGULAR RETURN GRILLES AND REGISTERS. u ? I.SUPPLY REGISTERS .4G-3,4 2.RETURN REGISTERS xP2O4U/ MEA X56-96e j CONDENSER Z �X I � UNLxG,4 VL T�� 3.SQUARE DIFFUSERS SUPPLY 36X10 NEAT LINES _ I TO ALL 22-5,000 LEGEND: 225,0:00 NEATING WfIrS 0 1.ALL DUCTWOONRNOTO O HIM FROM TED BUILDING �, btu - - COQ X N HUNG CEILING. FROM EXISTING MASONRY CONSTRUCTION AG f� X04 �Q X 0 EXISTING PARTITIONS UT IL I T�- OI 0 2.WHEN DUCT EXCEEDS S SQ.FT.ANGLE l`9ECNANICQL r�001°7 _--- �._.-__� I STIFFENERS REQUIRED AROUND CIRCUMFERENCE � SUPPLY DUCTWORK CONDENSER / 75ga/ \ EVERY 4'-0" --- 3.FOR DUCT OVER 48" WIDE,HANGERS SHALL BE RETUFN DUCTWORK TURN UNDER DUCT AT LEAST 2" AND SHALL BE A 0 FASTENED TO THE BOTTOM AS WELL AS TO THE T --� SIDE OF THE DUCT. . _ SMITH NU/EI --- --- MDLF FSG75 -- ® MEA"402-93E -- 4.VERTICAL DUCTS SHALL BE SECURELY SUPPORTED t2 x 12 SUPPLY DIFFUSER AT EACH FLOOR LEVEL BY CONTINUOUS LENGTHS - -- OF STRUCTURAL ANGLES. ® 12 x 12 RETURN DIFFUSER 10-64 JacksonAvenueSIGN RUPLong IsIanew York-1]101 Tel: (718)729-4100-Fax: (718)729-5707 \ /\ PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E v 1 S 1 O N S No- REVISION DATE I DRAWING: DRAWN B9: MECH PLAN O.R. ti. SHEET No: SCALE.- A& CALE:AS NOTED MECHANICAL FLAN CELLAE DATE: TVI 1 AUGUST, 2004 Z' M 300 C SUPPLY it \ AD, WJ. CLOSE I x I 24XI UJJ_ CLOSET 200 cf--m SUPPLY F202 _ 24XIO 12 x /—Ll L I-41EN 18X10 BEOF,0011 3 Tv FNTE9:,TEI MEN' SUPPLY x @ —'� w1=-1 TX_F._1 I __206 'SET 15 CFM dr- I Tk=1FC0t_1 24XIO �� SUPPLY X 200 CFM, )24XIO2 r!� SUFF Y y 3�)o TX-2 IFF I ZNA 10 2 x I 24XIO X -I/-- laxlo F-TI, SUFFLY1 200 CFM 20 L T 24 2 X/ - :200 1 r DD Uf=l= 200 ��\/ \��200/ 12X10 SUPPLY SUFFL-r F j SUFFLY 7-T 715 IUJ F F L Y1XI X laxio 200 CFM 200 CFM L I laxio X 2,011 4-- TX-F-1 P�rAFM 7 wl S 7-4 1'-,5 TX-2 F_4 L C CN GKA DESIGN GROUP, inc. 10-64 Jackson Avenue-Long Island City,NewYork-11101 Tel: (718)729-4100-Fax: (718)729-5707 PROJECT: THE GOROS RESIDENCE 2230 CEDAR DRIVE TOWN OF SOUTHHOLD, NEW YORK R E v 1 5 1 0 N 5 No: REVISION DATE DRAWING: DRAWN By: MECHANICAL PLAN OjR. SHEET No: SCALE: AS NOTED SCALE: MECHANICAL PLAN SECOND FLOOR DATE: M-3 ff AUGUST, 2004