Loading...
HomeMy WebLinkAbout38540-Z ypp pI Town of Southold Annex 3/17/2014 P.O. Box 1179 ~i 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36803 Date: 3/17/2014 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 3800 Duck Pond Rd, Cutchogue SCTM 473889 Sec/Block/Lot: 83.-2-17.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/2/2013 pursuant to which Building Permit No. 38540 dated 12/2/2013 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: ALTERATIONS TO AN EXISTING MOTEL BUILDING AS APPLIED FOR The certificate is issued to E & C Property Holding (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 4011191 04-24-2009 PLUMBERS CERTIFICATION DATED 04-28-2009 Maccarone Plumbing o ' ed Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY X61 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 38540 Date: 12/2/2013 Permission is hereby granted to: E & C Property Holding Attn: Accounting Department 158-11 Harry Van Arsdale Jr Blvd Flushing, NY 11365 To: alterations to an existing mo"* building as applied for per Trustee approval. Replaces 34118. At premises located at: 3800 Duck Pond Rd SCTM # 473889 Sec/Block/Lot # 83.-2-17.3 Pursuant to application dated 12/2/2013 and approved by the Building Inspector. To expire on 6/312015. Fees: PERMIT RENEWAL $2,417.60 CO - COMMERCIAL $50.00 Total: $2,467.60 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. 34118 Z Date AUGUST 21, 2008 Permission is hereby granted to: ED.& CULTURAL PROP. HOLDINGS 158-11 JEWEL AVE FLUSHING,NY 11365 for ALTERATIONS TO AN EXISTING MOTEL BUILDING AS APPLIED FOR PER TRUSTEE APPROVAL- FLOOD PMT. INCLUDED at premises located at 3800 DUCK POND RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 001 pursuant to application dated AUGUST 11, 2008 and approved by the Building Inspector to expire on FEBRUARY 21, 2010. Fee $ 5,035.20 Authorized Signature COPY Rev. 5/8/02 ~~\SdHp6~ d Form No. 6 TOWN OF SOUTHOLD RAC 9 t or BUILDING DEPARTMENT TOWN HALL a3A1303t1 765-1802 (n?~b'WI`Jd~ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Firm) survey of property with accurate Ibcatior 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 11/0 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compiler= 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-confohming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic 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 V 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 00. - 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pro existing Building: ` (check one) Location of Property: Pl~u~ n p, C (nee hOC I l° N I l °135 House No. Street Hamlet Own" or Owners of Property: BMW V+L- ~ RC1~ Suffolk County Tax Map No 1000, Section O S 3 Block 00 0 2 Lot. fX~ Subdivision- Filed Map. Lot: Permit No. D-Z Date of Permit. Applicant: L+C Health Dept. Approval: ifnL4_b L 12~~ '"'~,n. Underwriters Approval: Planning Board Approval: - Request for: Tent I~ porary Certificate Final Certificate:AA check one JAN 2 2014~J Fee Submitted: $ L L nt Signature 60/60 39tid S331sn6i a7oHlnos 11?9959LIC9 80:60 61OZ/LZ/ZT a BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT ~C Upon the appiica:ion of upon premises owned by e~ NORTHGATE ELECTRIC CORP EDUCATION & CUTURAL PROPERTY Hf . 15611 HARRY VANARSDAL.E JR 53 DEPOT ROAR 5 63 D HUN7INGTON STA. NY 11.746, AVE FLUSHING, NY 11365 5 rj Located at 3600 DUCK POND RD CLITCHOGUE. NY 11935 c~ Application Number: 49,,1,1 Certificate Number 401,19, C Section: Block: Lot, Building Permits= BDC: ns11 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inton the premises at: Basement, First Floor, Second Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed `j herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the24ta Day of April, 2009• Name Qa &VA Rating ciw m 5 Wiring And Devices Dimmer 13 0 120 V 5 Fixture 76 0 Fluorescent Fixture 161 0 Incandescent 5 Heat Light Vent 40 0 5 Paddle Fan 54 0 -I Receptacle ' 7 0 Special I twist lade Receptacle 46 0 Appliance 5 Receptacle 72 0 GFCI Receptacle 364 0 Gen, Purpose rt5 Switch 189 o Gen. Purpose ~t t_a seal 14 2 of z 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 1, ..W06-7-- `r' ~I~10313 31b H_'dONllb9b l 16 00? '06 191' o BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET NEW YORK, NY 10038 CERTIRES THAT Upon the application of upon premises owned by NORTHGATE ELECTRIC CORP. EDUCATION & CUTURAL PROPERTY H( 63 DEPOT ROAD 158-11 HARRY VANARSDALE JR HUNTINGTON STA, NY 11746. AVE FLUSHING, NY 11365 Located at 3800 DUCK POND RD CUTCHOGUE. NY 11935 Application Number: 4011191 Certificate Number: 4011191 Section: ' Block: Lot: Building Permit:. BDC: mall Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inior the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 Promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the24th Day of April, 2009. Nang 4'Lv to Rating QW1 -t= Alarm and emergency equipment C, Sensor 78 0 0 Snake Signal Device 78 0 0 Audible Appliances and Accessories Air Conditioner 2 0 Above 1500 Electrical Hest unit BTU 40 0 1500 Watts Exhaust Fan 1 0 kitchen Exhaust Fan 1 0 F.H,P fresh air H .P Miscellaneous east bldg-weal bldg+estaurant•oi im Panels 3 100 22 3 400 42 12 200 42 Service Service Disconnect: 1 20M SeMa3Phaae4w Service sw Ra0rg2000Amperes ~ seal Cominwd on Next Pogo 1 of 2 This certificate may not be altered in arty way and is validated on y by the presence of a raised seal at the location indicated. 7 at. _ _ n SL ~ YtJ'•V1uv. Plumbing • Fire Sprinkler • Heating Air Conditioning Contractors 10 SEA G7.IFF qVE, GLEN COVE N.Y. 11542 PHONE: (SIB) 671.3232 FAX: (516) 671.3239 JH~ 9 2014 Affidavit of Use of 95% Tin and 5% Antimony Sold r 3S ~s Lf 0 (L-- , --I Building Permit No. 1IEs Date APri-1 28,2.0-0-9 Tax Section 083 Dlock 0002 -_._.(-uKs) 001 NameorOwner Ed. Cult. Center AddressofJob 3800 Duck Pond Road Cutchogue, Nee York 11935 Name of Plumber Maccarone Plumbing, Tne. Plumber's License No. 3 0 6 5 M P State of New York) ss: County of Nassau) 1, John Maccarone a licensed plumber in the Town of ou o u oun y Southold/Suffolk being duly sworn, deposes and say: All of the above ~PPer plPlug for the Potable water supply system, which was installed pursuant to the above building permit has been installed with solder with a composition containing a 95% tin and.5% antimony. No lead solder was used on this job site for the potable water system by me or any of my employees or agents. I make this affidavit with full knowledge that the Building Inspector and the Incorporated Village of Brookville relies upon the truth of the statements herein co4ained. Signa Licensed Plumber John Maccarone _ /S~wom to before me this Q Print Name of Licensed Plumber day of ~Q 7 8FATRICESCMECIER _ Mo4Y PAk -%k ar New Ypra Mn~ Naa tgnature ar l9 plys hdy 18, 7012 Al SOOTyy~ =~2 ~ gr~bUNr ~ N OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPE [ ]FOUNDATION 1ST OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:' ~CdO G? S ~f` ~s 3 1 V k~ DATE INSPECTOR r OF SO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION It REMARKS: C~ A " Aw t 14214 ` DATE 143 © INSPECTOR offal S00% 3 2 -fo 3 ~j ~s~ ~c_ # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. tW-SM [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONST WnON [ ] FIRE RESISTANT PENETRATION REMARKS: 416, 'l- y-Ks- ~ G/ c. DATE Q INSPECTOR ,.Of SOOTyo'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE l~ INSPECTOR 3'/ef` [ aOF SOUTy~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S ~ ~ DATE r ` (9 f 10e INSPECTOR I (I F~ ~o3~09 SOIlTy06 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: ~•c.r~.a -~^r JK 4~ -72 DATE d`~ INSPECTOR af SOUT~O~ III g z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: II-6-oB' DATE INSPECTOR A OF SOUryo~ • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S. i DATE INSPECTOR .o~*oe SOUryo~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR sooryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION 1ST [ OUCH PLBG. Wxa, [ ] FOUNDATION 2ND [ ] INSULATION 141 [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: / 4 INSPECTOR DATE O~arf SOUT~~6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r<. I T J40- - 11.11 W I ..a~?ECTOR DATE ~ l oooF souryo~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENMATION REMARKS: v r DATE INSPECTOR r ~,~oe souTyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND X INSULATION ; [ ] FRAMING/ STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: - aZ ;Z~ DATE INSPECTOR i I ho~~OF SO4ly0~ UV` C L~ i &P-60 © ~aa;~- v 1 V--A~t TOWN OF SOUTHOLD BUILDING DEP. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4-+- 11 9- DATE L °2 ( INSPECTOR 3 ~iCP~ yOf SO 'F ©+IF N is TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: i DATE ~ INSPECTOR J ~o~.~,~F SO(/TYo 34U TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING P~JFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT POIEMATION REMARKS: DATE °2-~- I INSPECTOR ~o0Of SOUr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSU Q 1~- [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: zd f I~ *s: ~4 f DATE ` INSPECTOR i roSWl d { 40, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESSWANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION E REMARKS: I[ Ii 7 [ k DATE INSPECTOR e E j FIELD INS ECTION REPORT DATE COMMENTS FOUNDATION (1ST) FOUNT ATION (2ND) Crt~ NNN 7 I S ~ 9L U3 f CA&t H ROUGH FP A- l P ~j SST o3v - - w r INSULATION PER N. Y. STATE ENERGY CODE II-Ip o~ u-,M~ 6 g ~ D ' / 1o L - 0 r FINAL La 1 4- a ~d-+~? fit" d- LJ ~I.~a. ADDITIONAL COMMENTS re C r r1~O c Y H C) z LOA ~r x' i oI rl • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 survey-_ SoutboldTown.North Fork.net PERMIT NO. Check _ Septic Form N.Y.S.D.E.C. Trustees pp Flood Permit Examined D k. ,20 O Storm-Water Assessment Fortn_ Contaet: q q ~+q Approved _ 20 Mail to: 76p / Disapproved a/c Phone: Expiration , 20117 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Pee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways, c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a pemrit 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 buil8ing permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si ature of applicant or e, if a corporation) 758-11 JEWEL AVE., FLUSHING, NY 11365 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNERS REP Name of owner of premises EDUCATION AND CULTURAL PROPERTY HOLDINGS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3800 DUCK POND ROAD _ SOUTHOLD House Number Street Hamlet L 083.0001 .00 017.002 County Tax Map No. 1000 Section Block 02.00 Lot Subdivision_ Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy MOTEL BUILDING b. Intended use and occupancy MOTEL BUILDING 3. Nature of work (check which applicable): New Building Addition Alteration Repair X' _Removal Demolition X Other Work REPLACE TOILET FIXTURES, NEW MOLD RESISTANT SHETTROCK, NEW ROOF SHINGLES, NEW SPRINFLERS AND FIRE ALARM (Description)SyS=. 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front NSA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 9. Size of lot: Front IRREGULAR Rear 17.3 ACRES Depth _ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated RESORT RESIDENTIAL (RR) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO-Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect EGA ARCHITECTS Address 431 CONKLIN ST Phone No 516-420-8383 Name of Contractor Address F"'RMIAL~E, NY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF) JOSEPH DOCETI being duly swbm, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe OWNERS REP (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo_qi before met is; 4 day of 206 JUDY 9LOISE Z~0.~Z/ 0 - C a--~2 erv Public, otary Public Srare of N a Signature of Applicant . Oualifi No edi 01n81.5 Due 026769 C Commission Expires 6 53095 Route 25 ZGhosio, so~Tyo Town Hall P.O. Box 1179 Southold, New York 11971-0959 TelepFax hone (6316 765-6641 75-892 ~y00UNi 1,~ f BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6834A (J l Date of Receipt of Application: February 26, 2008 Applicant: Educational & Cultural Fund (Santorini Beachcomber Motel) SCTM#: 83-2-1,2&17.2 Project Location: 3800 Duck Pond Rd., Cutchogue Date of Resolution/Issuance: March 19, 2008 Date of Expiration: March 19, 2010 Reviewed by: Board of Trustees Project Description: To replace the asphalt shingles on all three buildings (two motel buildings and the restaurant). Renovate all three buildings (outside and inside) to modernize the complex. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the plans prepared by Louis Paul Giacalone dated February 5, 2008 and survey prepared by John C. Ehlers last dated February 25, 2008. Conditions: Gutters and drywells are installed in accordance with Chapter 236- Stormwater Management, of the Town Code, and repair/replace, in-place, the chain-link fencing along the eastern end of the property. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Jame King, Presid D Board of Trustees APR 1 42008 EHASZ GIACALONE ARCHITECTS P.C. i John Bredemeyer, President V sn~ryo Town Hall Annex . Michael J. Domino, Vice President 54875 Main Road lames N. Ring Al P.O. Box 1971- Sotold, New York 1(X959 Charles J. Sanders a+ YQ Telephone (681) 766-1892 Pax (68,1) 765-6641 BOARD OF TOWNTI>UMBS MAR 14 2014 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 09490 Date: ranM 22, 2014 TATS CERTIFIES that the replac ent of asphalt es nn all three buildings (two motel buildings and the restaurant • renovation of all three build' ou ide and inside to modernize the compiox: installatiou of rtten and drywells: repair/re place innplace the chain- link fenc' along eastern and of the pLoperty At 3800 Duck P d Roa Cutcho New Xork Suffolk County Tax Map # 83-2z 1 2& Conforms to the application for a Trustees Permit heretofore flied in this office Dated Febni 2 2008 pursuant to which Trustees Administrative Permit #6834A Dated March 19, 2008 and Coastal Erosion Permit #68340 Dated March 19, 2008 were issued and conform to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of asphalt shin es on all three buildings (two motel build and the restaurant . reno 'on all three buildin s 11 outside and inside to modernize the corn lM; installation of tiers and ells rapairJxeolace in -place the chain link fenciug alonmg eastcm end of the nrooeity. The certificate is issued to BDUCA 'IONAL & CULTURAL FUND SANTOFJNI BEACHCOMBER MOTELI owner of the aforesaid property. Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444.0365 • FAX: (631) 444-0360 _ oboe Website: www.doo.state.ny.us Erin K Crotty Commisefoner LETTER OF NON JURISDICTION TIDAL WETLANDS Alex Demetriades March 25, 2002 213 West 2801 Street New York, NY 10001 Re: Application #1-4738-00710/00003 Demetriades Property, A/IVA Santorini Hotel, 3800 Duck Pond Road, Cutchogue, NY Dear Mr. Demetriades: Based on the information you have submitted, this Department has determined that: The property landward of the concrete seawall as shown on the survey prepared by Jahn C. Ehlers last revised on 04-25-00, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above or the bulkhead itself, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, J//~ Mark C. Carrara Permit Administrator cc: Michael Mapes, P,E. BMHP file Southold Town Building Department r gt}ffOtK 'c,_~ P.O. Box 1179 permit 34118 'w 54375 Main Road Permit Date: 8/21/2008 tw ~ Southold, New York 11971 F r (631) 765-1802 Expiration Date: 2/21/2010 Parcel ID: 83.-2-17.3 BUILDING PERMIT RENEWAL LETTER Dated: 10/30/2013 Applicant: ED.& CULTURAL PROP. HOLDINGS Location: 3800 DUCK POND RD, CUTCHOGUE Work Description: COMMERCIAL ALTERATION ALTERATIONS TO AN EXISTING MOTEL BUILDING AS APPLIED FOR PER TRUSTEE APPROVAL- FLOOD PMT. INCLUDED C o 0")"/" F"&' I s~ A F OF $2467.60 1 REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: E & C PROPERTY HOLDING Address: ATTN: ACCOUNTING DEPARTMENT 158-11 HARRY VAN ARSDALE JR. BLVD. FLUSHING, NY 11365 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, zNASWOq~D SOUTHOLD TOWN BUILDING DEPT. pF SO~lyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 01701 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 20, 2013 E & C Property Holding Attn: Accounting Dept t 158-11 Harry Van Arsdale Jr Blvd Flushing NY 11365 Re: 3800 Duck Pond Rd, Cutchogue I TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: / y Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) 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 BUILDING PERMIT: BP 38540 -Alterations to Motel OF SOUTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, NY 1 1 971-0959 ~~'`OOUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD December 24, 2013 E & C Property Holding Attn: Accounting Dept. 158-11 Harry Van Arsdale Jr. Blvd. Flushing, New York 11365 RE: 3800 Duck Pond Road, Cutchogue (additional information needed - see below) TO WHOM IT MAY CONCERN: Th o lowing Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning # 765-1938) ki'linal Fire Inspection from Fire Marshall. (Contact Bob Fisher 765-1802 T day -Thursday) Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT - 38540-Z Alterations to Motel STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE Ia. Legal Name and Address of Business Participating in Group Id. Business Telephone Number of Business referenced in box "Ia" Self-Insurance (Use Street Address Only) 718-591-2000 Educational and Cultural Trust Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365 1e. NYS Unemployment Insurance Employer Registration Number of Business referenced in box "la" lb. Effective Date of Membership in the Group 1/1/69- Policy Number 697 8/6/09 Ic. The Proprietor, Partners or Executive Officers are If. Federal Employer Identification Number of Business referenced in ? included (only check box if all partners/officers included) Box "la" ? all excluded or certain partners/officers excluded 11-6035960 2. Name and Address of the Entity Requesting Proof of Coverage (Entity 3. Name and Address of Group Self-Insurer Being Listed as Certificate Holder) Electrical Employers Self Insurance Town of Southold Building Department Safety Plan Main Street 158-11 Harry Van Arsdale Jr. Avenue Southold, NY Flushing NY 11365 This certifies that the business referenced above in box "1 a" is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law as a participating member of the Group Self-Insurer listed above in box "3" and participation in such group self-insurance is still in force. The Group Self-Insurer's Administrator will send this Certificate of Participation to the entity listed above as the certificate holder in box "2". The Group Self-Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box "la" is terminated. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for a maximum of one year from the date certified by the group self-insurer.-- If this certificate is no longer valid according to the above guidelines and the business referenced in box "1 a" continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certificate or other authorizedproof the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative of the Group Self-Insurer referenced above and that the business referenced in box "Ia" has the coverage as depicted on this form. Certified by: S ott Hirsch (Pri nom rize re5en iv of the Group Self-Insurer) Certified by: 8/6/08 (Signature) (Date) Title: Chairman Telephone Number: (718) 591-2800 GSI-105.2 (2-02) EE-17 STATE OF NEW YORK WORKERS' CONDENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PAFrr 1. To completed ity Benefits frier or Licensed Insurance Agent that Carrier I a. Legal Name and Address of Insured (Use sheet address only) lb. Business Telephone Number of Wsumd Educational and Cultural Trust Fund of the 718-591-2000 Electrical Industry lo. NYS Unemployment Lammance Employer Registration 158-11 Harry Van Arsdale Jr. Avenue Number of Insured Flushing, NY 11365 Id. Federal Employer Identification Number of Insured or Social Security Number 11-6035960 2. Name and Address of the Entity Requesting Proof of 3a. Name of hismance Carrier Coverage (Entity Being Listed as the Certificate Holder) #4w L" - 11 RNM Sm Self ~ e~ Jr. A~ Town of Southold Building Department iri"mm R iLm Main Street 3b. Policy Number of entity listed inb=oie: Southold, NY 697 3c. Policy effective period: 1/1/69 to 8/6/09 4. Policy covers: a ® All of the employees employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employees employees: Under penalty of peijury, I certify that I am an authorized ro tative or licensed agent of the insurance carrier referee=d above and that the named insured has NYS Disability Benefits insuran dd~ Date Signed 8 / 6 / 08 By (Sttpamtofasmao=urrrera audwrifled repemmrmvewNYS tioeosedleaso=ABeotorihat ittmasooe eareier) Telephone Number 718-591-2800 Title Chairman ndPORTANi: If box 04e s dodmd, and iris form is siaoed by aa; bees= raaiers awhwiadrep ewnu im orNYS Wo and lessee Ayeatofttat currier, this= cis CODA= Mallitdbagymdoca ficutholder. if box 14V a ebedmd, dds cu ffmae is NOT COWLETE forpepom ofSmakc 120. Sabel. a ofthe Dbsbauy Bmerts Lw. It mat be mdea fw completion w the Walmd Cmpeassam Bed, DB Puss Ao=pwore tuck, 20 Parr Saew, Abiny, New York I=. PA 2 0 cornoeted by 5 Ww-keW Can a1 Board (Only If box -4b- Of Part 1 n ched~ State Of New York Workers' Compensation Board Aeeadvrg to information maintained by the NYS Wakes' Compeasshon Boned, the slam-named employe has aimphed with the NYS Disability Benefits Law with respect m all of his/her empleyees. Date Signet By (s ofNYS Wmkm Compmodw Board Employes) Telephone Numberride Please Note: Only insurance ambers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance aeries arc authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to ism this form. DR-120.1 (W EE-114 (Reverse) SURVEY OF PROPERTY 51TUATEI CUTCHOGUE TOWN1 SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 09-304001, 10-042001, 10-29-2001 5VFFOLK GOVNT TAX M _C. 1000-55-2-1 yf 1000-B3-2-2 ''+'%0 1000-03-2-2 11.2 ~q CBRTEMM. JOINT USTR~~Y OPTIC V 'S7 Jo ELECrRrAL TEWART M7EDWRANCB COMPANY O, S dJ l71'OBA'O. TA07(09yi67) b ~ R' 4~lb 44 r ,.q %01 vp`- `y A 4S \ t° S Y / Y COMcheck Software Version 3.5.2 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\East Wing.ock Section 1: Project Information Project Type: AddiUon Project Title : Santorini Motel Building - East Wing Construction Site: Owner/Agent: Designer/Contractor: 38 Duck Pond Road Education & Cultural Property Holdings Ehasz Giacalone Architects Cutchogue, NY 11935 158-11 Harry Van Arsdale Jr. Avenue 431 Conklin Street Flushing, NY 11365 Farmingdale, NY 11735 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 111b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct.: 11% Activity TM(s) Floor Area Hotel Function 5710 Section 3: Requirements Checklist Envelope PASSES: Design ClimateSpecific Requirements: Component Name/Description Gross Area Cavity Cont Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1: All-Wood JoistIRafterrrruss 5710 19.0 0.0 0.054 0.059 Exterior Wall 1: CMU <=B' with Empty Cells, Furring: Wood 6440 13.0 0.0 0.093 0.090 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 530 - 0.320 0.598 0.63 Door 1: Solid 505 - - 0.480 0.142 Exterior Wall 2: Wood Frame, Any Spacing 3160 13.0 0.0 0.091 0.090 Window 2: Wood Frame:Double Pane with Low-E, Clear, SHGC 537 - - 0.320 0.598 0.63 Door 2: Solid 126 - - 0.480 0.142 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. ? 3. Component R-values & U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ? 5. Fireplaces Installed with tight fitting non-combustible fireplace doors. ? 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. Project Title: Santorini Motel Building - East Wing Report date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\East Wing.ock Page 1 of 2 7. Cargo doors and loading dock doors are weather sealed. ` ? 8. Recessed lighting fixtures are: (t) Type IC rated and sealed or gasketed; or (11) Installed inside an appropriate air-fight assembly with a PP 0.5 inch clearance from combustible materials and with 3 Inches clearance from insulation material. 0 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.2 and to com ith the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are ttesti at a be histher knowledge, belief, and professional judgment, such plans or specificatiorp in compliance with Nis Cod . (100 IUe Ignature D ED ARC~y<T Q~O~J\~QPUL O/q~q< yCCn.~ o F J *I f\ ~ I BPS/T HO. 010Aa~ 21t rIlE sip" Project Title: Santorini Motel Building - East Wing Report date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\East Wing.cck Page 2 of 2 GRAB BAR FOR NOTE: AA WALL T* M LEGEND BATHTUI35 A5 PER 51-6" F16 601.4.2 IGG/ANSI THE PROP05ED H.G. RAMP DOES NOT EXIS' EXISTING WALLS TO REMAIN AIITI-1998 ,~y '-O" 2'-O" 2'-O" NON PERMANENT SEAT NEED TO COMPLY WITH SECTION 405.1 CONTROLS IN. MIN. MAX. T/l/~ NEW PLUMBING CHASE WALL TO BE - CLEAR FLOOR 5PAOE FOR FOR "RAMP" BEGAU5E THE MAX. SLOPE NEW 701 CONSTRUCTED OF 2x6 WOOD ,n LAVATORY A5 PER 5E6TION 15 NOT STEEPER THAN 1:20. CONS STUD STUD5 0 I6" Or- WITH (I) LAYER o NB- p y' 5053, ICO/AN51 AIIT.I-1998 OF 5 OF 5/8" MOLD RESISTANT GYPSUM (30'x46') PROVIDE WALKING SURFACE BOAI AGGE551BLE SLOPED A5 PER OF C BOARD EACH SIDE TO UNDERSIDE - 5EGTION 405.1 / IGG/ANSI 50A OF GEILING. USE W.R. CEMENT MARBLE 5A,DDLE BOARD AT AREAS TO RECEIVE -ry f`~ a ~I (SEE DETAIL 5/A-3) PROVIDE STRUCTURAL GONTROL5 PROVIDE POWDER 5 AIlT.I-1998 5 TILE, TILE, USE MOLD RESISTANT m P REINFORGEMENT TO PROVIDE 57RUC7URAL ACCOMMODATE PROVIDE REINFORCEMENT TO COATED HANDRAIL A5-1 -MAX. SLOPE 1:20 A5-I GEM, CEMENT BOARD BEHIND TILE ® - E GRAB BARS - MIN. 20 ST~GNRpy ACCOMMODATE GRAB RELOCATED LOW WALL TO BAT[ BATH TILE SURROUND. SEE SPECS iv i B 2 CERAMIC FLOOR TILE G- GA. SHEET METAL. BARS -MIN. 20 6A. R O TO q 50" 21" 5HEET METAL. (TYP) t b'-0" VIP PROVIDE RAMP GLEARANGE 1.Oo b-0 ~ i 6B-I i ACCOMMODATE ATE I'-O TYP 4'-0" SD-2 I ACICOM MA MIN. MA%. GRAB BAR5 BY / / - O WATER GL05ET POSITION NOTE: FROM 51DE 'AALL A5 PER FI6 6B-2 MING 2'- GRAB BAR5 - MIN. FE) IF EXI5TIN0 WALL 15 CONCRETE - a 6042 100/AN5I AIIT.I-1998 ~ ° 20 6A. SHEET METAL. TUB UNIT MANUF. BLO( BLOCK, PROVIDE FURRED OUT 68-2 7V-I-- o w TTD-I z ~ ~ w TTD 1 \ '15; x z (TYP) o w ~ LANDING 05 PER PLUh- PLUMBING CHASE WALL EACH REAR WALL GRAB CLEAR FLOOR SPADE J m ~ m ...WG 1„ o v f MAX. f f v 4 . P SECTION 40 - SLOPE DN (ACTUAL 1.12) o Q 5LOPE DN (ACTUAL 1:12) 51DE 60452 IGG/ANSI 3'-O" REQUIRED FOR WATER N '1 m m ~ m = m IC6/ANSI (MAX. SLOPE 1:20) m ) m (MAX. SLOPE 120) CLOSET AS PER FIG AIIT.I-1998 p-0d, 604.3.1 IGG/AN51 1 `V m < m NB-2 TUB-2 Al l'T.I-1998 t " VIP REMOVABLE LAVATORY O i \ SAW GON SAW GUT EXISTING REINFORCING, FOR AII7.1-1998 CONCRETE SIDE WALK GRAB BARS. 51DE WALL GRAB BAR ¢ r COVER FOR PIPE AS f AS PER NEW CONCRETE O ` 3 PROTEGTION PROVIDE GLEARANGE AT EXISTING WALL RAN AND LANDING. A5 PER ITS 604.5.1 RAMP f, 5WINOINS, DOOR AS PER TO REMAIN SEE SEE DETAIL 4/A-5 (TYP) IGG/ANSI All'LI-1998 SECTION 404.2.4.1, SEE FI6 404.2.41, IGG/ANSI - j AII-7-1998 (TYP) NEW PLUMBING / GHA5E WALL Krcw. TUB ROOM PLAN 4 ELF-VA7IONS REMOVE EXISTING, DOOR 2 66 PER IGG/AMI AII7.1-1498 1/4" UNIT 11 UNIT IO S FF S FRAME. INFILL OPE 1 GAT SIDE-0.6. TO COORDINATE BAR A5 PER FIG v - OPENING WITH NEW (CONSTRUCTION TO I ~ o MAT MATCH EXISTING ~ o 2 A3-I DWELLING UNIT % DWELLING UNIT BUILDING FAGS SEPERA71ON 5EPER:ATION WALL / - ' PROVIDE 51-0" WALL x 6-5` WOOD PREMOLDED JOINT FILLER DOOR LOC LOCATE LOCATE PTAG 12 TYP. • BOTH SIDES UNDER WINUO NDOW G UND . FILL SOLID WITH HIGH PROVIDE ' PRC PROVIDE OPENING AND STRENGTH GROUT OPENING AND OPE NEW LINTEL AS 1-UL' OD. PM= STEEL NEW LINTEL AS / NEW REQUIRED. SEE REC REQUIRED. SEE PIPE HANDRAIL y~ .y 2' DETAIL 4/A5-1 DET y_b, L UNDER WINDOW 4F- DETAIL 4/AE-1 PIPE SLEEVE ! WT SGREVL BALLUI a 3'3't O.G. PRIME 1 PAINT WHITE. b REMOVE EXISTING CLOSET (TYP) NOTE: _ r / RE-ROUTE EXISTING PLUMBING LIN -151NO LINES HAND RAIL HEISHf AS PER T~I F I .,AL WHAND I CAF IUN 1_7 (SOIL S VENT) AS REQUIRED TO RED TO SEOTION 505.4/MI51 1 ACCOMMODATE NEW BATHROOM THROOM EXISTING BEAM R-15 BATT INSULATION AIIT.1.1I 5/b" USG TYPE "X" FIRE 5/8" WATER PROOF GYP. BD. BD. 22 FINISH FLOOR CONF I OURAT I ON. RATED GYP. BE r SIDE WALK REISLIENT GHANNEL5 Ib" O.G. :o EXI57. PREFABRICATED WOOD- TRUSSES WOOD WINDOW FRAME ' GONG. RAMP IV bxb 10/10 KW Le OVER 6' COMPACTED GRANULAR FILL. PROVIDE 6' HAUNCH • EACH END. NEW COLUMN EN01-05URE -SEE NEW WINDOW-5EE FLOOR PLANS d 2 PLANS d PROVIDE STRUCTURAL REINFORCEMENT TO T~ ELEVATIONS FOR WINDOW SCHEDULE FOR TYPE TYPE SECTION THRU RAMP TTD-I ACWHMODATE DETAILS 3 S/4" , P-0.. CRAB SAR5 - MIN. 20 5•-O" 6A. SHEET METAL. (TIP) 6.. 5'-0" MR-I 0 60" x 56" TOILET m WOOD SILL o CLEAR FLOOR SPACE bB2 _ G5_-1 m WOOD BLOCKING AS REQUIRED .OUIRED 0 6 ui 6B-2 60" DIA. CLEAR MIN WOOD CASING n d~ FLOOR SPACE 4 TTD-I B 5 v F m °v m a WOOD GASIN6 6P MARBLE SADDLE a G-I n m n m M,g-I CERAMIC TILE FLOOR n m m OD PASTENINO NOTE: 0 2x WOOD HEADER AS REQUIRED LINE OF PTAG UNIT. SEE HE PLYWOOD TO THE GMU WALL WITH 30" x 48" LAVATORY NEW 51DNG MECHANICAL DWG'S. FOR UNIT R UNIT TIVATED FASTENERS ® 12" MAX. O.G. IN TION. THE FASTENERS SHALL HAVE AN PTD- ~i CLEAR FLOOR SPACE - i INFORAMTION U F PULLOUT VALUE OF MIN 35 LB5 $ A NEW CONT. ALUM. FLA5HING w 3 ABLE SHEAR VALUE OF 65 LBS. THE - 30" x 48" LAVATORY i PORCH a O SHALL BE MANUFAGTURERED BY "HILTI" 4 ED EQUAL. 3 CLEAR FLOOR SPACE p RAILING ; p Z __G MARBLE SADDLE WALL 1YPE5 LEGEND G 1~1 E15END CAULK AROUND PERIMETER 3 2 9/25/06 M156ELLANEOU5 RLVI51ON5 NFR CERAMIC TILE FLOOR w 6/19/06 REVI5ED WINDOW C-0NFIOURATION5 NFR EXISTING NALL5 TO REMAIN -MAIN 2x8 AGlil BLOCKING w 5/8" MOLD RESITANT GYP. BD. (4a yy.y.~Y` fP. BD. b o GB~~ ~i~ 60" DIA. CLEAR PTD-1 EXIST. SHEATHING NEW WOOD BASE REV DATE DESCRIPTION BY A- FLOOR 5PAGE NEW PLUMBING CHASE WALL TO BE WALL TO BE 9 m CON5TRUCTBD OF 2x6 WOOD cc 60" x B6" GJ SD-2 5TUD5 2 I6" O.G. WITH (1) LAYER WOOD FIRE RATED CEILING 8 ;q ' TOILET CLEAR N LAYER FIRE RATED GEIL N6 ASSEMBLY. SEE DETAIL FLOOR 5PAGE OF 5/8" MOLD RESISTANT GYPSUM 015-1 o w z BOARD EACH 51DE TO UNDERSIDE ANT GYPSUM NEW BEAM HANGER ASSEMBLY. SEE DETAIL UNDERSIDE -I/A5-4 Q/A3-4 7 :EMENT 6 NEW PLUMBING v g :r n a OF CEILIING USE VCR. CEMENT CHASE WALL TTID TD-I BOARD .AT AREAS TO RECEIVE REGEI VE _ P.T. SILL PLATE 5 1-29-08 ISSUED TO EUILDINS DEPARTN87T NFR m TILE, USE MOLD RESISTANT PANT EXISTING BEAM T. SILL PLATE - O m CEMENT BOARD BEHIND TILE ND TILE NEW CEDAR 5HINGLE5 4 6-24.06 159M TO atfR NFR SEE SPECS NEW GEDAR SHINGLE5 OVER TYVEK R-15 BATT INSULATION OVER TYVEK VAPOR R-I5 BATT INSULATION 3 59-08 RE-15am T08UILDINS DEPARTMENT NFR H.GG. TOILET PLAN ~ BATH TILE SURROUND. SEE 5PEC5 NEW TRELLIS VAPOR BARRIEROVER E5/4" P.T. 5/8" MOLD RESISTANT GYP. BD. 5YP. BD. BARRIER OVER 5/4" PT. 5/8" MOLD RFS15TANT GYP BD. AT WSTAIAW 1/4" = 1'-0 1/4" PLYWOOD (TYP) EXIST. LINTEL-REPAIR EXIST. LINTELS PLYWOOD (TYP.) - SEE 2 4-30.06 159M TO BUILDINS DEPARTMENT NFR :XIST. LINTELS PLYWOOD FASTENING NOTE EXIST. LINTEL-REPAIR EXI5T 1 4-10-06 155,W TO DEL. WR ON AN AS NEEDED BASIS 15 LINTELS ON AN AS NEEDED 15/8" METAL RUNNER (TOP E BOTTOI OF $ BOTTOM) BA515 SUB DATE DESCRIPTION BY 1 5/8" METAL RUNNER (TOP NEW COLUMN WOOD WINDOW FRAME 4 BOTTOM) EHASZ GIACALONE ENCLOSURE -SEE 'GUIRED WOOD WINDOW FRAME ARCHITECTS, P.C. ELEVATIONS FOR WOOD BLOCKING AS REQUIRED DETAILS WOOD BLOCKING As REQUIRED NEW WINDOW-SEE FLOOR PLANS # 431 CONKLIN STREET R PLANS s NEW WINDOW-SEE FLOOR FARMINIGDALE, NEW YORK 11735 WINDOW SCHEDULE FOR TYPE TYPE PLANS $ WINDOW 5GHEDULE TEL:(516)420-8383 FAX:(516)420-0195 NOTE FOR TYPE rci ALL LUMBER USED FOR EXTERIOR APPLIOATION5 $1ALL BE AGQ TREATED THESE PLANS ARE AN zp EXI5TING GONG BLOCK INSTRUMENT OF SERVICE U WOOD 511-L WALL WOOD SILL AND ARE THE PROPERTY 060000E 0000 No d LL WOOD BLOCKING AS REQUIRED EaUIRED WOOD BLOCKING AS REGU1RED OF THE ARCHITECT ODE EE EE d j(=7~~] WATERTABLE AGRO55 PROSECUTEDTS WILL BE 2x WOE HEADER AS REQUIRED WOOD CASINO ENTIRE LENGTH OF LOW WOOD CASING STONE Is„ PROJECT" ~ XTUI ,E LEOEN® is OF E BOTTOM) r7 Boa BOTTOM) RUNNER (TOP a SANTORINI BEACH d pob-.2 N ITEM DESCRIPTION MANUFACTURER MODEL No. REMARKS 5/4" P.T. PLYWOOD (SEE 1 5/H" METAL RUNNER (TOP E BOTTOI PLYWOOD FASTENING NOTE) R-15 BATT INSULATION x U 2x WOOD HEADER AS-~~'~' - R-I5 BATT INSULATION RESORT GRAB BAR BOBRIOK 8-6806x36 GONT ALUM. FLASHING N LINE OF PTAG UNIT. SEE REQUIRED LINE OF PTAG UNIT. SEE 3800 DUCK POND ROAD MECHANICAL DWG'S. FOR UNIT R UNIT CONT. ALUM. FLA5H'NG MECHANICAL DWO'S. FOR UNIT CUTCHOGUE, NEW YORK 11935 m°o GRAB BAR BOBRIGK 5-6806x42 0 INFORAM71ON INFORMATION TOILET TISSUE DISPENSER BOBRIOK BQ'113 CAULK AROUND PERIMETER 3 CAULK AROUh'O RECESSED MEDICINE CABINET BOBRIGK 8-39"1 B-1658 1836 2 w PERIMETER FDRAWING MIRROR BOBRIOK w AIR INFILTRATION CARRIER 518" MOLD RESITANT GYP. BD. AIR INFILTRATION f YP. BD. 5/8" MOLD RE5ITANT GYP. BD MOTEL • REVAIMIRT BARRIER - u• D~ ~y e • SD-1 50AP DISPENSER B08RIOK 8-2111 o PTD-1 PAPER TOWEL D15PEN5ER/WA5TE REOEPTAOLE BOBRfOK 5-369 5/4" P.T. PLYWOOD (SEE 3/4" P.T. PLYWOOD (SEE ENALRRD TOILET RAW ELEVATIONS, s ST-I 5URFAOE MOUNTED 50AP DISH 603RIOK 6-6801 PLYWOOD FASTENING NOTE) PLYWOOD FASTENING NOTE) DETAILS 1 1 r. ?V1LL AVTIVI' BOERICK B-'16"191 1 5/4" MANUFACTURED TB-I SURFACE MOUNTED TOOTHBRUSH HOLDER T TO TOP OF SEAT 1 B/4" MANUFACTURED 57ONE FACING NEW WOOD BASE STONE FACING NEW WOOD BASE DATE 2/5/06 DRAWN BY GDB WO-I WATER CLOSET (HANDICAPPED) SEE PLUMBING DRAWIN65 A.F.F. MOUNTING HEIGHT TO TOP OF 5E, r TO TOP OF SEAT SIDE WATERPROOF INTERIOR SIDE SCALE CHECKED BY KC-2 WATER CLOSET SEE PLUMBING DRAWIN55 I'-T A.F.F. MOUNTING HEIGHT TO TOP OF 5E, VER HANDLES WATERPROOF INTERIOR SIDE OF EXIST. GONG. BLOCK WALL WALL OF EXIST. GONG. BLOCK WALL AS NOTED NFR o L-I LAVATORY (HANDICAPPED) SEE PLUMBING DRAWIN65 STANDARD FAUCET WITH LEVER HANDLES :VER HANDLES o L-.2 LAVATORY SEE PLUMBING DRAWINGS STANDARD FAUCET WITH LEVER HANDLES 0 PROJECT 07126.00 SHEET q OF 15 n TUB-I TUB SEE PLUMBING DRAWINGS o TUB-2 TUB (HANDICAPPED) SEE PLUMBING DRAWIN55 3 5H-1 SHOWER STALL SEE PLUMBING DRAWIN65 pf li- 71) IE AA H ~ URINAL SEE PLUMBING DRAWINGS ER VALVE 'III ' ~9~ Fn IL Am AL L llR-I MANUAL URINAL FLUSHOMETER VALVE y • _ - DRAWING NO. OCT 12008 J a 4m v 'm N I n 0 AIL R 0 TYPIG,hL NALL SEGTIOIN TYPICAL WALL SEIGTION 4 s/4" e 1'-m" ~J tioi tow E~~~ 5/4" = I.-O.. 0 ~ Hf STNTE~, Cl Z TYP 4'-0" lo.-I.. LANDING IIT ® 11" 15'-1" 5 l IT 6 11" o IF 17 3- b ELIE L L I_I_ L _ L a ,nr II_ V-0" VARIE5 COLUMN ENCLOSURE (TYP) m^ 4 IL o = UP =1= 1= ° _ - - txl:2 - _ = II I DI r - o ® 7 1 1/2" PIA. HAND Ff DECORATIVE TRELLIS: CONTRACTOR 15 TO CONSTRUCT TRELLIS PANELS UP - -r FROM ALUMINUM TUBING, POWDER COAT WHITE. WIDTH VARIES, v v H - RAIL (TYR) G~ CONTRACTOR 15 TO VERIFY ALL DIM. IN FIELD BEFORE CON57. OF III GUARD RAIL (TYP) Pi PANELS. 1 1/2" DDA. . HANDAI`W II d 2x12 WOOD NEW ~ STRI RINGERS RAIL NEW RAILIN55: REPLACE EXISTING RAILIN65 WITH PERMAPORCH RAIL (TYP) GUARD RAIL P) L ((T(P) ARC RAILIN65, "SAVANNAH" WITH )4" SQUARE PICKETS AND DECORATIVE ARCH AS INDICATED. AFIX TO DECORATIVE COL. ENCL05URE- ILIN6 15 I'-3 " 1'- I~ I'-5} TO E TO BE 42" H. - 2x12 HOOD STRINOER5 STRINOER5 n'4 0" STAIR PLAN I VT,41 R PL,4N w+• - STAIR PLAN v4. . VW P-W' 5._5.. + 5.-qo + VIM Oz_ mf VINYL 5UPPORT FOS PO5T (TYP) 1 1/2"' SQUARE POST I I/2" SOUAREE POST I I e I e 1 I 3- 1 1/2" SQUARE RAILIN6 5 I I/2" 5OUAF2E: RAILING q T AT nATYPIFCALQRRILING ELEVATION 55 5 VERTICAL SUPPORT ~ I ( I POST (TYP) I I I I 11 1/2" PIA. HAND RAIL ~ I GUARD RAIL ) CONTRACTOR 15 TO VERIFY ALL DIMENSIONS i IN THE FIELD. DIMENSION BETWEEN POSTS ARE APPROX. I I ~ VER IGAL SUPPORT NEW RAILIN65: REPLACE EXISTING RAILIN65 WITH PERMAPORCH POS (lYP) p m RAILIN65, "SAVANNAH" WITH I v2'- SQUARE PICKETS AND DECORATIVE ARCH AS INDICATED. P05T ARE TO BE SQUARE DECK POSTS WITH c POLY-PYRAMID TOP - RAILING 15 TO BE 42" H. 1 1/2" DIA. HAND RAIL N 6'-II' VARIES 6UARP RAIL K 6" x 6" RAILING I :o I ry I 5 P05T (TYP) b~ o m ry COLOR: CEDARE 6 TY TYP) ~ 12" WOOD STRINGER "TIMEfERTEGH" DEGKIN6 COLOR, CEDAR (TYP) +i 12" WOOD 5TRIN6ER 00 _ c mf v = In R' ( \ 6 1 3_ v s. Q GONG. FOOTIN6 A4 GONG. FOOTING VINYL SUF VINYL SUPPORT 2.-V PG5T (Tr P05T (TYP) Z°u 11T ® I I" IT a 11" 9 STAIR SECTION v2. m 19-Y 8 4 STIR SECTION ~ . 7 @T7 o . ~cAL RAILINIS ELEVATION 1-1,.G5 tl9,®MBAID*VffW IW WR t 5 AT MOTEL 5EGOND FLOOR $ RESTAURANT 9/4' ILO 4 6240D NJ®TOOYfBt MR 3 5405 RE-I5 V 0===MRER NM 2 45005 WM TO fNWO DOMW IFR HAND RAIL (TYP) SUB DATE DESCRIPTION BY EH,ASZ QIACALONE ARCHITECTS, P.C. 1 2/2" SQUARE PERMAPORGH RAILIN6 "SAVANNAH" (TYP) 1:2/2" SQUARE~? PERMAPORGH RAILING PORCH RAIL (TYP) fP) 431 CONKLIN STREET "SAVANNAH" (TYP) FARIMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 1 1/2" 5GUARE PERMAPORCH POST 115AVANNAH" WITH 1 142" SQUARE PERMAPORC P05T "SAVANNAH" WITpH~ POLY-PYRAMID TOP RAILING POLY-PYRAMID TOP MILT THESE PLANS ARE AN AT 5'-6" H16H (TrP) AT VI HIGH (TYP) INSTRUMENT OF SERVICE II" " N051N6 (TYP) AND ARE THE PROPERTY o" °oi° ?i OF THE ARCHITECT °o° "TIMEIERTECH" -ry INFRINGEMENTS WILL BE DEGKIN6 COLOR! CEDAR (TYP) PROSECUTED "TIMBERTECH" WOOD COMPOSITE ITE PROJECT =rs DEGKIN6 COLOR: TREAD TO MATCH %H " NOSING (III) EXIST. WOOD FASCIA CEDAR (TYP) DEGKIN6 (TYP) SANTORINI BEACH EXIST. WOOD 5LOCKIN6 RESORT EXIST. 2x WOOD DECK 2x6 WOOD STRIN6ER FRAMING 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 ,o + TD] GRADE 2x6 HOOD STRINGER _ a e ~ f 'DRAWING STEEL AN6LE 4 LA66ED TO GONG. 2x12 WOOD ® d $ STAIR STRINGER 5TRIN6ER (TYP) 40 4 d GONG. FOOTING SCAR Kftm&lm a OAS a d DATE 2508 DRAWN BY G05 SCALEAS NOTED CHECKED BY NFR 2'_O..LLEE~ PROJECT 0'112800 SHEET io OF 15 _ DRAWING NO. STAIR DETAIL ~ STAIR DE IR DETAIL 8 SECTION ® STAIR I VZ• ¦ VI I VZ• - NO' P A ch%~F Z r T ~ J/lY U 10AB3 yl~W% ~F THE STATEN:, 4 SLOPED VALLEY PAN TO AGGOMODATE DRAINAGE (TYP) COLUMN (TYP) 5EE 5ECTION BELCH STANDING 12 2 12 SEAM METAL 5TANDIN6 55 3TANDIN6 SEAM l6 § STANDING SEAM AETAL ROOF METAL ROOF ROOF METAL ROOF 0 N COLUMN (l`(P} :OLUMN (TYP COLUMN J3EE SEE 3- 5EE STRUCTURAL 3TRUGTURAL STRUCTUR)RAWIN65 DRAWIN6II II II II II II ¢ rD 'M DRANIN65 n y~ II NET COLUMN- ~J LJ LJ LJ R ~J LJ LJ CONGEAL VERTICAL LEADER WITHIN COLUMN GONG. PIER - :ONG. PIER 6~0' IS'-0' IS'-O' GONG. PIER 'OAO~TINOS. SEE FOOOTING5. SEE ENCLOSURE. SEE 51TE FOOTIN65, SE g_ DRAHIN65 FOR STORM WALL SEGTIOP JALL SECTION 4 X4LL SECTION 4 DRAINAGE INFORMATION BELCH 3ELON BEILON 2 0ANOPY ELEVATION 0ANOPY ELEV/ ELEVATION W • N-o' NOTE: ay0`+VF~R SRMPU 5xP51oN METAL PANEL INSTALL STANDING SEAM METAL W-~~FOµ tHERM ROOF AS PER MANUFACTURERS ANCHOR CLIP SPECIFICATIONS GUARD HIP GAP \ SHIELD NEOPRENE CLOSURE NOTE SEE DETAIL 1O/A5-5 FOR LOAD PATH TRANSFER CONNECTION DETAILS FOR STANDING SEAM "Z" CLIP GLO!5URE °Wp~ ALL NEW CONSTRUCTION METAL PANEL 3/4" P.T. PLYNOOD ANCHOR CLIP • 5TANDN6 ANCHOR CLIP 5TANDIN6 SEAM EAVE TRIM SEAM METAL GUARD \ METAL ROOF STRUCTURAL HEADER. SEE PANEL STRUCTURAL DRAWINGS 4•~p6a SHIELD FASCIA TRIM 5/4" P.T. PLYWOOD 2x10'5 AGQ 3/4" P.T. I-LYIWOOD TREATED ROOF RAFTER2 ® 16" O.G. 2x10's AGq 2X10'5 AGQ TREATED ROOF TREATED ROOF RAFTER2 ® 16" O.G. RAFTER2 ® 16" O.G. 5TRUGTURAL BEAM. (2) 2xl2's AGO 2x12 HIP RAFTER VALLEY PAN TREATED, BOLTED COLUMN DELON 5/6" GY)5D. TOGETHER (TYP) - PITCHED TO ACCOMMODATE DRAINAGE METAL - SEE 51TE DRAINAGE DRAWINGS FOR WOOD SLEADER LOCATIONS COLUMN (TYP) 6x6 WOOD POST 9 d~/~ f"i=Tbll ~111~7 Y'f~Tbll y y rILLL I ILL 1. x.11... I II GONG. PIER L!1 Y L L 1 3 ¦ 1'-0 FOOTINGS, 12" DIA. CONCRETE PIER FOOTING (TYP) v I~PIR.ESTOP DETAIL KTB. 1 m~ I 1 ~ 1 COIL STRAP 0520 0520 1 I I I ACR055 ALL RIDGES ® 16" O.G. L Q L J L --J (5) IOP NAILS EACH 6110.0. 5 EACH 3 15'-0' SIDE OF RIDGE >6E 4 TYPICAL CANOPY SECTION 4 I/4' ¦ 1'b' NEW CONT. RIDGE VENT 3 2 90/06 MI5691A1EOU5 REJI510N5 NFR NEW STRUCTURAL RIDGE - x 11. / 2.0E PARALLAM - TRUS JOIST-MACMILLAN AN B/M/oB RLY15E7 WINDOW CO 1611RATI0N5 NFR 1 -USE LON6E5T LEN6HT5 AS ARE READILY AVAILABLE REV DATE DESCRIPTION BY NEW ASPHALT SHIN6LE5 OVER ICE 4 DAM 9 SHIELD UNDERLAYMENT 8 NEW RIDGE VENT NEW 1/2" CDX PLYWOOD 5HEATHIN6 7 NEW PARALLAM BEAM 5-IOD NAILS 6 TO STUDS NEW 2x10 ROOF RAFTERS ® 16" O.G. 5 }11-06 wwwmx vffmwea 1FR TYPICAL ROOF GON5TRUG1I0N: Q i 50 YR. ASPHALT SHIN&LE5 OVER ICE NEW 2x4 AGQ STUD EACH SIDE OF STRUCTURAL 4 6-" IOMa*M IN d DAM SHIELD UNDERLAYMENT OVER II RIDGE WITH BLOCKIN6 5ETWEEN 5UPPORTIN6 3 5406 REi9&®TO6911DRBDB'ARmw wit STRUCTURAL RIDGE 1/2" GDX PLYWOOD ON 2x10 ROOF RAFTERS a 16" O.G. 2 NO TO wim RBIf MR EXIST. 5HEATHIN6 TO REMAIN POST DOWN TO GONG. BLOCK WALL 1) 1 4qO6 NO TO m PEA DFL. IFR BELOW 14'-O" O.G.) FILL CELLS SOLID 12 H5 TOP PLATE TO SUB DATE DESCRIPTION BY STUDS 5-IOD NAILS NEW A51-HALT 5HINGLES OVER ICE REMOVE EXIST. ROOF. 4 SHIN6LE5, RIDGE VENT, V DAM SHIELD UNDERLAYMENT EHASZ QIACALONE UNDERLAYMENT, ETC. DOWN TO EXIST. 2x ROOF RAFTERS TO REMAIN ARCHITECTS, P .C. EXIST. 51HEATHIN6 _ 12 NEW I/2" CDX PLYWOOD SHEATHING r O 4 ATTACH NEW 2x4'5 TO EXIST. RIDGE NEW 2x 10 ROOF RAFTERS m 16" O.G. (USE 5LOCKIN6 AS REQUIRED) 431 NKLIN STREET TRELLI5 FARMI NGDALE, NEW YORK 11735 BLOCKING (TYP) TEL:(516)420-8383 FAX:(516)420-0195 PROVIDE 2'-0" x 2'-O" I I VEyNNTED SOFFIT EXIST. SHEATHING TO REMAIN. (SEE NOTE ON GUT-OUTS IN EXIST. I I 5/V/" U56 TYPE "X" FIRE ALUM. GUTTER BLDG. SECTION 8/A33 REGARDING K" FIRE VENTILATION OF THE NEW ATTIC, SPACE) THESE PLANS ARE AN PLYWOOD SHEATHING TO RATTED GYP. BD. INSTRUMENT OF SERVICE PROVIDE VENTILATION TO 1EL5 a Ib" O.G. EXIST. 2x ROOF RAFTER TO REMAIN I' H , I I ^ I I ° AND ARE THE PROPERTY NEW ATTIC SPACE. PROVIDE RESILIENT CHANNELS a 16" O., TWO GUT-OUTS EVERY VENTED SOFFIT IA"R EK" FASCIA PERMAPORGH BEADED CEILING PANEIL (VENTED) Y I' OF THE ARCHITECT 1 II.. I FIRE51-OPPIN6:°° OTHER UNIT SPACE SITTING I I ILE p I' • .'I a I. ° PROVIDE DRAF75TOPP1N6 IN ATTIC AT EVERY INFRINGEMENTS WILL BE 1 ° OTHER DWELLING UNIT SEPERATION WALL AS PER PROSECUTED AREA ` ~ N II I 1 I'I .<I SECTION' 11.4.2, EXCEPTION #5. DRAFT57OPPIN6 PROJECT PVC, COLUMN ENCLOSURES, ~ I I v PERAWRAP, FLUTED, EXIST. HEADER TO REMAIN o I I.I I"1 11'' SHALL BE INSTALLED A50VE AND IN LINE WITH RECESSED PANEL, 6" WIDE X mz I 'I.I I I.1 14 _ I THE DWELLING UNIT SEPERATION WALL, 8'+- H16H, COLOR: WHITE. PVC COLUMN ENCLOSURE z I- I I • I 1 - I 1 .114 1 COMPLETELY SEPERATIN6 THE ATTIC, SPACES. THE SANTORINI BEACH g I'll I Y I I I„ I ORAFTSTOP SHALL CONSIST OF ONE LAYER OF RESORT ffTit, '11 I'1' I 5/5" THICK GYPSUM BOARD SECURELY ATTACHED EITHER TO METAL OR HOOD STUDS (SEE DETAIL 3800 DUCK POND ROAD I DETAIL I. rI I I-• 11" 1 1 12/A3-3). PROVIDE SEALANT AT EDOE5 OF CUTCHOGUE, NEW YORK 11935 q ~4• , ILo' U ? I - - II Li U; ) r2 1-5 TI 0 RD TO ENSURE ADEQUATE SEFERA. 'DRAWING EXIST. CMU WALL J•-~ - POST DOWN TO GONG. BLOCK WALL BELOW (m 14'-O"+J t ~ O.G. FILL CELLS SOLID AND INSERT 2x4's MIN. 3'-0" `AWy PLAN&MATM II SEPARATING DWELLING UNITS m 141-0" ± O.C,. (V.I.F) I d 1 _ n 1 INTO CONCRETE BLOCK WALL WIM ! WAS 8 LOW NROOF OR055 SECT ION AT EAST INI BUILDIN& 3- 6 4.1 WAS I . I DATE 1/5/06 DRAWN BY ODE I I I •"'d I SCALEAS NOTED CHECKED BY NFR l I FLOOR PROJECTLln12B00 SHEET n OF 15 I 4 I, F 4 DRAWING NO. FILL MIN. 3 CELLS SOLID II NEW STRUCTURAL RVOGE m ~~si NO 10 ~ (I-O-)PLAN II DET~ DETAIL '~oF1Nb$1 va. - ll. m l 1 1 BOOR FRAME 5r,,HF~ULE DOOR DOOR FRAME HEAD/ SILL-LABELHD REMARK5 ruT E ET -0" TYPE LEAF W H T MAT FIN TYPE MAT FIN JAMB D ~ II I I I A 1 5-0" 6-b" 13/4" WD ST A WD 5T 3 I I 6'-b" 13/4 WD 5T A WD 5T 4 GLASS PANE 6LA55 PANELS B 1 b'-b° 13/4 WD ST A WD ST 3 5 - - O BI 1 2'-0" 6'-6 " 15/4" WD 5T A WD 5T 3 82 2'-O" 6'-b" 3/4" WD 5T h WD 5T 3 SIM aO 0 2'-6" 6'-b" 15/4 " WD 5T A WD 5T 3 - - HANDICAP L -HANDICAP LEVER HANDICAP LEVER HANDICAP LEVER HANDICAP LEVER ALUM. OVERHEAD OVERHEAD N6E DOOR TfPE HANDLE (SEE TYPE HANDLE (SEE TYPE HANDLE (SEE TYPE HANDLE (SEE 6ARACE DOOR 01 1 2'-6" b'-b" 15/4" WD 5T A WD 5T 3 - FP5C DOOR WITH SOUND ATTENUATION BASE SEAL; PROVIDE TYPE HANDL DEAD-LOCKIN6 CAPABILITY (COORD. WITH OWNER) HARDWARE HARDWARE SET) HARDWARE SET) HARDWARE SET) HARDWARE SET) -SOLID GORE SOLID GORE 50LID GORE SOLID GORE D 1 3'-0" b'-b" 314" WD ST A WD 5T 3 - SOLID GORE WOOD WOOD WOOD WOOD DI 1 3'-0" 314" WD ST A WD ST 3 - - - - WOOD D2 2 3b° 6-b" 13/4" WD 5T A WD 5T 3 O E I b'-0" b'-0" 13/4 " ALUM PT A HM PT E b - OVERHEAD DOOR F 2 2'-6" 6'-b" 13/4" WD 5T A WD ST 3 2' SEE 2" 6 1 31-0" b'-b" 13/4" AL/6L A AL 5 10 - - 2'6-}_ SCHEDULE YIIf ~Y H I 3'-0" "1'-0" 13/4" WD 5T A WD 5T 3 I I 2'-6" 111 15/4" WD 5T A WD ST 3 DOUBLE SKINS CLEAR ANODIZED o I/4" WIRED 6LA55 NARROW STILE ry HOLLOW METAL, ALUM. FRAMES TAL, SOLID GORE WOOD DOOR [fALA)M. FRAME 6LAS5 o OR ALUM. FRAME. 2AME. OR (SEE DOOR SGHEDJ 50HED. CARPET FLOOR TEMPERED SEE DOOR SGHED. 6LA55 r HANDICAP LEVER° ' s HOLLOW METAL FRAME M. NOON N SKID SSIBLE KEY TYPE HANDLE (SEE `d BEYOND M. SE5AALANT T DIED IN R1LL SED DOOR FRAME HANDICAP TYPE HARDWARE 5ET) CERAMIC, TILE SHED FLOOR (SEE LEAF NO. DF LEAVES HARDWARE SET - SEE SPEGFICATION5 TYPE FRAME TYPE - SEE 21AB-1 HANDLE (5EE -11 SH SGHEDJ W LEAF WIDTH 5G SELF OL051NS MAT FRAME MATERIAL: WD WOOD SOLI: SOLID GORE HARDWARE SET) SOLID GORE SOLID GORE H LEAF HEIGHT HM HOLLOW METAL WOO: WOOD O WOOD WOOD PANSION BOLTS • I'-0' TO MATCH MARBLE SADDLE O.C. RAME WI THIN 55T BED T LEAF THICKNESS FIN FRAME FINISH: ST- STAINED C PT - PAINTED © O TYPE DOOR TYPE MAT DOOR MATERIAL: WD WOOD LASELFIRE RATED ASSEMBLY: A = 3 HOUR HM HOLLOW METAL (RATED DOOR TO BE B = 1-1/2 HOUR DOOR T SELF-0LOVW) G = 3/4 HOUR )OR TYPES 2 FR AME TYPE FIN DOOR FINISH: ST STAINED D = 2 HOUR EXTERIOR V4' P-00 q MARPLE SADDLE DETAIL L ~o PLUM. SADDLE DETAIL PT PAINTED E = I HOUR EXTERIOR lµ~ ILO F = I HOUR EXTERIOR NOTE: HARDWARE / KEYING REQUIREMENT5 O.C. TO VERIFY ALL EX15TINO DOOR OPENING COORDINATE HARDWARE/KEYIN6 A 51ZE5 PRIOR TO ORDERING NEW DOOR5 REOUIREMENT5 WITH BUILDINS OWNER DOOR GASIN6 9'-qo NEW 51DIN6 OR STONE FAGIN6 5/4" F.T. PLYWOOD UNDERSIDE OF 314" P.T. PLYWOOD AIR INFILTRATION BARRIER RUM STEEL 5EAM5 rIIAP 0 AIR INFILTRATION SYSTEM A4-1 HORIZONTAL ANGLE TAPERED REVERSE EXIST. GONG. BLOCK WALL WATERPROOF INTERIOR SIDE CONTACT DOOR MFR. FOR OF GONG. BLOCK WALL TORSION SPRING REQUIREMENTS 21/2" METAL STUD WOOD BLOOKINO ANGLE rci R-13 BAIT IN5ULATION WOOD DOOR STOP 5/8" WATERPROOFED GYP. BD. F.T. WD. 5LOCKIN6 OPENING WIDTH CONTACT DOOR F.T. WD. BLOGKIN6 F.T MANUFACTURER FOR 5i4` DOOR WIDTH FASTENER TYPE AND HEAD 5PACIN6 REQUIREMENTS. 1/4' I/4" CLEAR TEMPERED ALUM. 4 6LA55 DOOR WD. DOOR STOP ~4 5/R-15 IIATT 8' WATERFSROOFI GYP. 8D. HEAD (5E ~wD (SEE DOOR 50HEDULE) i JA/~M~B~~~ ~DETAIL 8 AT OVMMVAD DOOR 1 1/2' ¦ I'-0' WD. DOOR GASIN6 4 m HEAD VJD. DOOR GA51N6 WOOD DOOR CASING 8 A DOUBLE 15/A" METAL 5TUD5 17 A4-I v I/4 -1/4' CLEAR TEMPERED FRE-HUNG DOOR KATERFRoa INTERIOR AL ALUM. < 6LA55 DOOR -iry (5EE DOOR 5GHEDULE) SIDE OF EXI5T. GONG. (SE (5EE DOOR 50HEDULE) 5LOGK WALL CONT. WEATHER5TRIPPINO 7 P1 F.T. WD. 5LOGKIN6 77! .T F F.T. WD. 51-00KIN6 PRE-HUNG DOOR -LLL" AIR INFILTRATION BARRIER 3/4" P.T. PLYWOOD NEW SIDING 4 ~M$ DETAIL SEwC~T~I~OwN THRU OVERHEAD DOOR 7 OVERHEAD DC ~D DOOR INT. ELEV. 3 HEAD/JAMB DETAIL nHE D/JP~MB DET I L HE',4D/JAM$ I R I/3' ¦ I'-0' 2 gW106 M150B.I.ANM REV15ION5 NFR DOOR I V2' ¦ Ica;- \Zj 6 AT OVENCAD DOOR V2' ¦ P-O' AT OVM*r" DOOR 3 AT MDOD pR,y+R I IP2' ¦ V-0' `t AT GI+W.MALL I I/Z' ¦ I+-0' AT A 61JM16LAE+9 DOOR Y ATE DESCRIPTION BY REV D 9 8 7 "AZEK" DOOR 6 CASINO 5 1-2406 17 W W OMDO DWARTHDIr WR ZD 4 6-9406 WM TO a MS IFR 3 6-0.06 FE-I W WLM DFMKW NR 2 40006 NO TO W LM IMPAMM Ri! 5/4" x 4" "AZEK" 1 41006 WM W DEC. WR DOOR TRIM SUB DATE DESCRIPTION 41 BY EHASZ gACALONE ARCHITECTS, P.C. a 4311 CONKLIN STREET SEE DOOR FARMINGDALE, NEW YORK 11735 5GHEULE FOR TEL:(516)420-8383 FAX:(516)420-0195 TYPE LINSTRUMENT NS ARE AN OF SERVICE "AZEK" DOOR SILL HE PROPERTY mo°o 0000 ?i CHITECT oco ENTS WILL BE °a ED 0 PROJECT VARIES EXTERIOR VIEW SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW PORK 11935 I I TYP. DOOR ELEVATIOrN¦ I~v -DRAWING mmlomp" 0M VIOU ffft A QTAL7 DATE 2/5/06 DRAWN BY G05 SCALEAS NOTED CHECKED BY NPR PROJECT m126.00 SHEET 14 OF 15 DRAWING NO. y~~µED ARC . o, atiF ~ + MI c I , ~9'1ir No. a rDF THE E P 4 VTR--- ROOF J L r----4^- i I I I rr1_1/2^V I I (TYP) I 1_1/2^S I 4^v I I (TYP) I I © I I I I I ~ I I I I Q I 2ND FL I I C 4"S(TYP) j - J C 1ST FL CEILING -----4"-Y. I I I I I I 1-1/2"V I 11 2"V I (TYP) I I © I I 4"S I 4" HOUSETRAP FAI i I OE W/FULL SIZ I E L-- I CLEANOUTS ~~wvv GRADE 1ST FLOOR I DPCO FC NEW 4" SANITARY -J --J PIPE TO NEW SANITARY 2"S(TYP) NOTES: LINE SEE CIVIL DWG. fi 4"S t4"S ti PC TO REMOVE EXISTING PLUMBING FIXTURES AND INSTALL NEW DEGK A OVE VEW NEW 4" HOUSE TRAP i i FIXTURES (UNLESS NOTED OTHERWISE) PC TO REPLACE ALL VALVES. PC TO REPLACE ANY PIPING AND FITTINGS NECESSARY FOR A (FULLY FUNCTIONAL PLUMBING SYSTEM. \RY Ilo t2 PC TO IFLUSH AND CLEAN THE DOMESTIC AND SANITARY PTAC-2 SYSTEMS 3 RISER DETAIL EX15T, DEaK NTS ii ? ? PTAC-2 t3 PC TO PROVIDE AND INSTALL CONDENSATE DRAINS FROM PTAC AC ? ? s> UNIT. ON THE SECOND FLOOR THE CONDENSATE TO GO THROUGH FLOOR AND RUN UNDER DECK AND TIE INTO UNIT 58 UNIT 5q UNIT 4z UNIT 44 DOWNSPOUT. ON THE FIRST FLOOR THE PC TO CHOP OR SAW W : PTAC-2 1 3~ 4C 2 CUT EXISTING CONCRETE AND INSTALL CONDENSATE IN GROUND IND AND TIE INTO NEAREST DOWNSPOUT EXISTING BAR TING BAR tEMAIN t4 PC TO PIPE CONDENSATE DOWN TO GUTTERS b co TO REMAIN i 0 o no i i : i : PTA -1 1 DC-GK 3~ 33111 i PTAC- UNIT 5-1 t~ (TYP) 3~ I 00 b i it J L°,41 (TYP) U IT 5 3> PTAC-1 i O D i FE FE O C 13310-- TAC-i PTAC-i _~-_a--rUNIT 35 n I i n n : ~o u u v' ls=z_r,=l ~ I ' I ¦ i T C-1 C-1- 1 (TYP) I I I DECK DECK A50VE P Q UNIT 5 111 i P ABOVE T -1 i Q 09.26.08 ADDED PLUMBING RISER PTB R PTB 00 9 F UNIT 45 SIT 45 8 DOWNSPOUT (TYP) O 7 li PTA -1 ? DEGK 6 i 5 07.29.08 ISSUED TO BLDG. DEPT. PTB T. PTB UNIT 55 I ~ ? ~ SIM 51 M 4 07.10.08 ISSUED TO OWNER PTB PTB I <P (TYP) 3 TAC-1 -1 3 06.24.08 ISSUED TO OWNER PTB PTB 0 ' 2 05.09.08 RE-ISSUED TO BLDG. DEPT. PTB '.PT. PTB ? P AC-1 1 03.17.08 ISSUED TO BLDG. DEPT. PTB i ~T. PTB 0 REV DATE DESCRIPTION BY BY DEGK - FV i V I,_d i JAMES, LASALA & I I i ASSOCIATES, LLP PTAC-1 ~ b 11 OVAL DRIVE PTAC-2 -lK (TYP) SUITE 129 0o I ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 EC I Ec o o SV(TYP) FACSIMILE: 631.232.1536 JOB # 08AE-00014 BAE-00014 ROOF - ii 3' t 2 (TYP) ABOVE PTA -1 Q 1 ? UNIT 46 r EHASZ GIACALONE i ~iT 46 ADD e...' ARCHITECTS, P.C. i i UNIT 511 t (TYP) G 431 CONKLIN STREET i i I FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 35 311- PTAC-2 31-1 30- PTAC-1 PTAC-1 O LAUNDRY THESE PLANS ARE AN INSTRUMENT OF SERVICE ? UNIT 50 ? AND ARE THE PROPERTY El`_ ~ ? UNI 24 UNIT 25 ? ? UNI 26, UNIT 2 ? ] UNIT 8 UNIT IF ? UN OF THE ARCHITECT °o oo°o RIO INFRINGEMENTS WILL BE o0 ? ? ? ? ? RAISE ROOF 5LOPE 4310- r PTAC-i -i PTAC-1 PROSECUTED l ON LOWER ROOF EXIST DECK PROJECT PTAC-2 1"CD UNDER D K (TYP) SANTORINI BEACH kCH ee, ' RESORT O O O O O PTAC-1 O O O 3j? PTAC-1 O O Q PTAC- ~PTAC-1 E:l 0 LCD CD 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 11935 DRAWING a FLU'15INr-~ FIRST 4 SECOND FLOOR FLOOR 1~ L_ .411 E_ 4 ~ T l_U 11~l C-~ ~ 1~1C-cam LAUNDRY EXIST. ROOF BELOW DATE q/25/07 DRAWN BY CAPPED FOR FPC SCALE AS-NOTED CHECKED BY NFR IY NFR - SEP~2008 PROJECT SHEET OF - - I I oT2e.oo F E 4" FIRE SPRINKLER 10. OF NFL DRAWING NO. Es s / E tiP jP~ s 9 2 PLUMB114G SECOND FLOOR PLAN s PLAN EAST WING F 1 PLUMBING FIRST FLOOR PLAN EAST WING 1/8 = 1 •-0- N SGGP®02 Q~~Fessloo P~ 4"VTR~~ ROOF J L r----4"- i I I I I-1/2"V I I ~(nP) I 1-1/z"s I a"v I I C (TYP) I I I ~ I I O I I L__) I I 2ND FL 4"S(TYP) -I - J CO C 1ST FL CEILING -~Y---- r--- I I I I I I 1-1/2"V I 2"V (TYP) I I © I I a"s U I I 4" HOUSETRAP FAI I I 0 W/FULL SIZE L-_ I I CLEANOUTS GRADE 1ST FLOOR I DPCO NOTES: FC NEW 4" SANITARY PIPE TO NEW SANITARY 2"S(TYP) LINE SEE CIVIL DWG. 4"S 6 DEGK - a -lK 1 PC TO REMOVE EXISTING PLUMBING FIXTURES AND INSTALL NEW I DEGK A OVE FIXTURES (UNLESS NOTED OTHERWISE) PC TO REPLACE ALL VALVES. PC TO REPLACE ANY PIPING AND FITTINGS NECESSARY NEW 4" HOUSE TRAP ~ II FOR A FULLY FUNCTIONAL PLUMBING SYSTEM. i ~Ip t2 PC TO FLUSH AND CLEAN THE DOMESTIC AND SANITARY SYSTEMS 3 RISER DETAIL 3~PTAC-2 TAC-2 EX15T. DECK HITS ~I [ ? PTAC-2 ?C-2 t3 PC TO PROVIDE AND INSTALL CONDENSATE DRAINS FROM PTAC UNIT. ON THE SECOND FLOOR THE CONDENSATE TO GO THROUGH FLOOR AND RUN UNDER DECK AND TIE INTO DOWNSPOUT. ON THE FIRST FLOOR THE PC TO CHOP OR SAW UNIT s8 38 UNIT 3q 3; PTAC-2 UNIT 44 CUT EXISTING CONCRETE AND INSTALL CONDENSATE IN GROUND I 1 AND TIE INTO NEAREST DOWNSPOUT EXI5TING BAR TO REMAIN t4 PC TO PIPE CONDENSATE DOWN TO GUTTERS I b Do 0o C I, i DEGK 3' PTA -1 1, II i II PTAC- 1 UNIT 3-7 T (TYP) 00 p I ~D t (TYP )O t (TYP) U IT J ~ O F JPTAC-1 I` TAC1 i C i i PTAC-1 1, 1--~~~_II , i i 3~ D . I ~ I 111.IIT ~S ill'., o " n n n n r i 3)M. T C-~ , (TYF 1 (TYP) i i i i i DEGK DEGK ABOVE P ABOVE ~ U IT 3 3 I 330- PT -1 Di 09.26.08 ADDED PLUMBING RISER PTB i 0O i i 8 00 ~ 0 (D F UNIT 45 7 DOWNSPOUT (TYP) o DECK 6 PTA -1 T 0 El 5 07.29.08 ISSUED TO BLDG. DEPT. PTB UNIT 33 33 O SIM 4 07.10.08 ISSUED TO OWNER PTB 3 06.24.08 ISSUED TO OWNER PTB T t1 (TYP) g' TAC-1 2 05.09.08 RE-ISSUED TO BLDG. DEPT. PTB ? PAC-1 1 1 03.17.06 ISSUED TO BLDG. DEPT. PTB I i REV DATE DESCRIPTION BY DEGK JAMES, LASALA & U i i ASSOCIATES, LLP PTAC-1 11 OVAL DRIVE p PTAC-2 IL (TYI 2 (TYP) SUITE 129 I oO o ~I ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB # 08AE-00014 Ec o 0 C ROOF t 7 (TYP) ABOVE PTA -1 0 UNIT 46 ~ EHASZ GIACALONE ARCHITECTS, P.C. UNIT 31 E31 -OK (TYP) i O Y G t (TY C 431 CONKLIN STREET i FARMINGDALE, NEW YORK 11735 D TEL:(516)420-8383 FAX:(516)420-0195 LAUNDRY THESE PLANS ARE AN 330-PTAC-2 31-1 310- V- PTAC-1 PTAC-1 ? INSTRUMENT OF SERVICE AND ARE THE PROPERTY E000,01 El o ? ? OF THE ARCHITECT 00 ? ? [ ? UNIT 24 UNIT 25 ? ? UNI 26 UNIT 2 NIT 8 UNIT 'q UNIT 30 ? INFRINGEMENTS WILL BE RAISE ROOF SLOPE 4~ r PTAC-1 PTAC-1 PROSECUTED ----1 O LOVER ROOF. EXIST DECK PROJECT lp~AC-2 1"OD UNDER D K (TYP) SANTORINI BEACH C 0 O , ? 'III ~5"] t-___ RESORT O O PTAC-1 O O 0 3 PTAC-1 O Q PTAC---'1, Pi PTAC-1 it a 0 0 0 pp co 3800 DUCK POND ROAD - CUTCHOGUE, NEW YORK 11935 DRAWING PLUIIEINCz FIRST 4 SECOND FLOOR ~ L ,411 .4 S T UJ I l~l ~ ~ LAUNDRY E> EXIST. ROOF BELOW DATE aizsiOT DRAWN BY CAPPED FOR FPC SCALE A5-NOTED CHECKED BY NFR PROJECTOT2800 SHEET OF 4" FIRE SPRINKLER DRAWING NO. OF NE<7 ~e~anES s ass f0 2 PLUMBING SECOND FLOOR PLAN EAST WING f WING 1 PLUMBING FIRST FLOOR PLAN EAST WING Na J1~ ? W -02 0 5869 b P pA~iF5510NPy 4"VTR ROOF J L ____4"V i 7 I I I 1-1/2"V I I (TYP) I 1_1/2"S I 4"V I I C (TYP) I I I O ~ I I I I E I L__ I I 2ND FL 4"S(TYP) --I C CO 1ST FL CEILING ----~Y---- I I I I I 1 1-1/2"V I 11 2"V (TYP) I I © I i 4"S JJJ 4" HOUSETRA FAI I I OE W/FULL SIZE L-- I CLEANOUTS GRADE 1ST FLOOR I co DPFC NEW 4" SANITARY - NOTES: PIPE TO NEW SANITARY 2"S(TYP) LINE SEE CIVIL DWG. 4"S -------------------------a < 1 PC TO REMOVE EXISTING PLUMBING FIXTURES AND INSTALL NEW EW i DEGK A OVE FIXTURES (UNLESS NOTED OTHERWISE) PC TO REPLACE ALL VALVES. PC TO REPLACE ANY PIPING AND FITTINGS NECESSARY RY NEW NEW 4" HOUSE TRAP i it FOR A FULLY FUNCTIONAL PLUMBING SYSTEM. Ilp i <2 PC TO FLLUSH AND CLEAN THE DOMESTIC AND SANITARY 3)0- PTAC-2 SYSTEMS 3 RISER DETAIL EXIST. DEGK NTS ? ? PTAC-2 <3 PC TO PROVIDE AND INSTALL CONDENSATE DRAINS FROM PTAC ,C 3)0. UNIT. ON THE SECOND FLOOR THE CONDENSATE TO GO ? 11 UNIT 44 THROUGH FLOOR AND RUN UNDER DECK AND TIE INTO UNIT 38 UNIT 3q UNIT 44 PTAC-2 DOWNSPOUT. ON THE FIRST FLOOR THE PC TO CHOP OR SAW C-2 CUT EXISTING CONCRETE AND INSTALL CONDENSATE IN GROUND V 3)1~ ND AND TIE INTO NEAREST DOWNSPOUT EXISTING BAR TO REMAIN 'INS BAR -MAIN <4 PC TO PIPE CONDENSATE DOWN TO GUTTERS b DE] Eo 0 DEGK PTA -1 0 3' O ~ i PTAC- i i 3v~ UNIT 3l O (TYP) _ - 00 i i i ~I i OB < (TYP) A IT 3 PTAC-1 0o I 3~ TAC-1 ~I lwC it O C i B ~ PTAC-1 F 3)0- 31 ~-i T i T-i-1--f F-1 ~o M l„ l UNIT 35 n j 11 Lip " F ~n nn '1;111 r n T C-1 Lk i (TYP) i i DEGK DEGK ABOVE p U IT 3 ABOVE it 3)l PT -1 71 Q 09.26.08 ADDED PLUMBING RISER PTB i i R PTB 9 0 F UNIT 45 4IT 45 8 DOWNSPOUT (TYP) ii i O 7 PTA -1 0 i DECK 6 PTB UNIT 33 4 07.10.08 ISSUED TO OWNER PTB PTB 0 SIM i i t Ili (TYP) i 33l TAC-1 3 06.24.08 ISSUED TO OWNER PITS PTB i nn 2 05.09.08 RE-ISSUED TO BLDG. DEPT. PITS 'T. PTB AIP 5 0729.08 ISSUED TO BLDG. DEPT. PTB 1 03.17.08 ISSUED TO BLDG. DEPT. PTB 'T. PTB Nil ' DEGK REV DATE DESCRIPTION BY BY JAMES, LASALA & i ASSOCIATES, LLP 3~ U PTAC-1 11 OVAL DRIVE p PTAC-2 (TYP) SUITE 129 0o I ISLANDIA, NY 11749 EC Ec o o TELEPHONE: 631.592.2660 3AE-00014 SIM(TYP) FACSIMILE: 631.232.1536 JOB # OBAE-00014 ROOF 3' t2 (TYP) ABOVE _ _ _ PTA -1 1 0 r EHASZ GACALONE IIT 46 ED F- ARCHffECTS, P.C. i i UNIT 31 UNIT 46 O t (TYP) ~ r L G 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 O 5 EQD TEL:(516)420-8383 FAX:(516)420-0195 3110-PTAC-2 31~PTAC-1 330- / PTAC-1 PTAC-1 LAUNDRY THESE PLANS ARE AN INSTRUMENT OF SERVICE qTT AND ARE THE PROPERTY Eno OF THE ARCHITECT °oo fl-0 00 ? UNI 24 UNIT 25 ? ? UNI 26 UNIT .2 ? ? UNIT 8 UNIT q ? UN INFRINGEMENTS WILL BE ? ? ? ? ? ? - RAISE ROOF SLOPE 4) PTAC-1 -I PTAC-7 PROSECUTED ~r ----_-_-ON LOWER ROOF - EXIST DECK PROJECT QI AC-2 1"CD UNDER D K (TYP) SANTORINI BEACH NCH RESORT O O O O PTAC-1 O O 3~ PTAC-1 a O 00 ] 0 71 L W CD 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 11935 DRAWING PLU IBING FIRST 4 SECOND FLOOR FLOOF\ fi~ L- ,a, ~ ~ .4 ~ T UJ 11~I G-e S e i EXIST, ROOF BELOW a i DATE 9/25/01 DRAWN BY 2FPC CA4" FIRE SPRINKLER SCALE As-NOTED CHECKED BY NPR Y NFR - PROJECT 011126.00 SHEET OF DRAWING NO. 0. E CF NEt1 E 2 PLUMBING SECOND FLOOR PLAN t PLAN EAST WING W 1 PLUMBING FIRST FLOOR PLAN EAST WING Mys~ ~S8b°+~ 0?2 178.._1._o- P®02 pgOFESS10NPy SEE NOTE 5 FOR WINDOW SEE NOTE 15 FOR REPLACEMENT SCOPE OF WORK IN EXTERIOR WALL. SCOPE OF WORK, H.G. UNIT SCOPE OF WORK TYF. IN ALL UNITS (SEE H.G. UNIT SC NOTES F'OR ADDITIONAL WORK IN I AL WORK IN H.G. ONLY) 1. REMOVE EXISTINS CARPET AND :ARFET AND 11. WATERPROOF INSIDE FACE OF TUB-2 J SEE NOTE II EXISTING UNDERlLAYMENT. REPLACE WITH SHEET' VINYL 'LACE WITH GONG. BLOCK WALL. NEW FURRING TO BE CONSTRUCTED OF 2 1/21, MG-I SLEEPING LOCATE PTAG METAL STUD • 16" O.G. WITH ONE UNDER WINDOW. 2. REMOVE EXI5TING FIXTURES IN UI 'IXTURE5 IN UNIT LAYER OF 5/6" MOLD RESISTANT SEE NOTES 2 & 3 °2 ST II _ J] AREA PROVIDE OPENING AND NEW LINTEL BATHROOMS AND REPLACE IN KI EPLAGE IN KIND. GYP. BD. TO UNDERSIDE OF FOR SCOPE OF -%~-REMOVE EXIST. CLOSET AS REGUIRED. SEE SEE FIIXTURE LESEND A5-1 4 FLU D A5-1 4 PLUM5IN6 GEILIN6. NEW R-15 BATT INSULATION BETWEEN STUDS E 9 DETAL 4A/A5-I SEE NOT WORK UNIT K//TT BATHROOOM D-1 2 OASIS. SEE NOTE 1-1 _ BUTTERS 6 LEADERS NEW RAILIN65: REPLACE EXI5TIN6 RAILIN65 WITH RUN 5TORM DRAINAGE LEADERS ALONG PERMAPORGH RAILINGS, "SAVANNAH" WITH IY2" SQUARE S. REMOVE BATHROOM TILE ON M TILE ON 2 51DE OF NEW COLUMN ENCLOa RE5 (ttP) PICKETS AND DECORATIVE ARCH A" INDICATED WALLS AND FLOOR, REPLACE IN REPLACE IN 12. REMOVE EXIST. GYP. BD. AND A2-I REPLACE WITH 5/6" TYPE 'G' "TIMBERTHOH" DECKING - WITH "DRY SPADE" REMOVE EXISTING p~ KIND P05TA ARE TO 5E 5QUARE DECK P05T5 WITH POLY- . 'REMOVE GYP. BD. ON BD. ON MOLD RE515TANT 6YP. BD. EACH SIDE AT t 0EILIN6. ALL DWELLING UNIT SEPERATION WALLS. DRAINAGE SYSTEM. KITCHENETTE _ PYRAMID TOP- RAILING 15 TO 5E 42" H. BATHROOM WALLS t GE _ _ _ _ _ _ _ _ _ _ REPLf4GE WITH MOLD RES15T SISTANT D RE515TANT SEE DETAIL 6/A5-4. FOR GEILIN6 DOLOR: CEDAR (T(PICAL) REPLACE WITH NEW REMOVE EXIST. WALL NT BOARD AT ALL 5EPERATION A55EMBLY IN DWELLING UNITS P DOWNSPOUT (TYP) GYP. E°A. USE CEMENT BOARD SEE MEP DWG'S. FOR TILED' SHOWER SURROUNDIN65. S 20UNDIN65. SEE SPECS. UL MI L514. SEE DETAIL 9 AS-4.. SEE SPECS. EXIST. DECK DOWNSPOUT (TYP) KITCHENETTE. SEE SEE NOTE 14 SEE MEP DWG'S. FOR NOTE No. 4 3 NEW FULL HEIGHT FIN WRAP EXISTING COLUMN WITH PVC STORM WATER STORM WATER 3-4 WALL COLUMN ENGL05URE5, PERAWRAP, b'-O" DETENTION DESIGN 4. REMOVE EX15TINS KITCHENETTE CITCHENETTE (AND 13. REMOVE EXISTIN6 DOOR !FRAME -0" -o"-b" 9-0.. .IGABLE) IN UNITS. BETWEEN UNITS 9 4 10 ON FIRST FLOOR DETENTION DESIGN SEE NOTE 14 EXISTING FLUTED, RECESSED PANEL, b" WIDE O DETAILS OVENS WHERE AFPLICABLF-) IN U SOP WITH NEW AND BETWEEN UNITS 1 42, 3 4 4 AND 5 4 PTAG UNIT DI vl DETAILS EXISTIN 5EPERATION WALL X H'+- HIGH, COLOR WHITE. (TYP) REPLACE COUNTERTOP WITH NEW GOUN'RERTOP, LOWER CABINETS, R CABINETS, 6 ON SECOND FLOOR. INFILL OPENING WITH SEPERATION WALL. EXISTING SEE NOTE 12 UNDERGOUNTER REFRI6ERATOR 'RI6ERATO (TYP). SEE _ R E NEW CONSTRUCTION TO MATCH EXISTING. MEP DWG 5. Q 1 i SEE NOTE 12 SITTING AREA SEE NOTE 8. a o I GOUNTI'ER TOP MICROWAVE. CONI OWAVE. CONFIRM FINAL UNITS 3, 5, 4 6 REMOVE DOOR AND FRAME TION WITH OWNER. FROM ONE SIDE ONLY AS INDICATED ON 0 -n SEE NOTE I FOR SEE NOTE 6 KITCHENETTE LOCATION WITH ON PROVIDE NEW IN-LAY SINK ONLY kY SINK ONLY WHERE A PLAN. UNIT 1 0 _ _ T- SCOPE OF WORK X I SEE NOTE 15 FOR T, O q ^ SINK (CURRENTLY EXISTS. (IST5. DI IN SITTIN-3 / SCOPE OF WORK IN 14. PROVIDE SOUND DEADENING SLEEPING AREA EXTERIOR WALL. UNIT 21 m F T17 5. REMOVE EXI5TINS WINDOWS AND 4INDOW5 AND INSULATION BETWEEN ALL DWELLING UNIT q 30~ WINDOW S. SEPERATION WALLS. SEE DETAIL 6/A3-4 4 I SEE NOTE II ^lw'•' REPLACE WITH NEW WINDOWS. UPI -ti SEE WINDOW SCHEDULE. TYP. FOI 71 4 MILE. TYP. FOR ALL SPECS 15. REMOVE'EXISTIN6 SIDING TO IN6 GYP. BD. GONG. BLOCK AND REPLACE WITH "7YVEK THROUGHOUT WEATHER"RESISTANT BARRIER AND 3/4" ~ I SEE NOTE 5 FOR NOTE: WINDOW FOR PLUMBING 6 i~ F o WINDOWS Li -L Ll 1-1 -L REPLACEMENT (~7Yf I GA L UN 1 T FIXTURE LEGEND r - b. REMOVE ALL EXISTING GYP. BR ? w L ^ (CEILIINS 4 WALLS) THROUGHOUT WITH MOLD P.T. PLYWOOD. INSTALL NEW SIDING AS q NEW STAIR S RAILING. AT FIRST FLOOR UNI75 1/4" a 1'-0° SEE A5-1 AND PLUMBINC, DWG'S. 'O H MP 0 - 7 - NEW STAIR { RAILING. THE UINIT. REPLACE WITH MOLD RESISMANT GYP. BD. SEE SPECS 7. SEE SPECS. USE INDICATED ON THE EXTERIOR ELEVATIONS SEE NOTE 5 FOR --J FIRE-IRATED TYPE "X" GYP. BD. "X" GYP. BD. ON EACH BI WINDOW SEE NOTE 16 FOR - SIDE OF ALL DWELLINS UNIT SEF LING UNIT SEPERATION 16. REMOVE EXISTING SIDING TO REPLACEMENT SCOPE OF WORK IN Al m WALLES (SEE NOTE No. 12) 10.12) SHEATHING AND REPLACE WITH NEW o EXTERIOR WALL. O OQ 4 1. NEW PARTITION: 2x4 WOOD STU[ 4 WOOD STUD O 16" O.G. BETWEEN UNITS. 5EE ° CULTURED STONE VENEER. SEE SH-I '5/8 00 51DIN6. CEDAR SHAKE 5HINOLE5 AND/OR - TMP 11 REMOVE EXIST. DOOR :SISTANT GYP. BD. EACH ELEVATIONS FOR LOCATION AND o NOTE 13 DI REMOVE EXISTING A/Cw UNIT 20 O 51" MOLD RESISTANT 6YF EXTENT OF EACH. SEE NOTE RESARDIN6 v O3 SEE NOTES 2 Q 3 TTD-I \ UNITS $ rL05E OPENING WITH MATCHING CONST. m 8. REMOVE EXISTING EXTERIOR DC EXTERIOR DOOR ALTERNATE VINYL 51DIN6 OPTION UNIT 2 o PTA PTAG NOTE: FOR SCOPE OF \ SEE NOTE 9 LOCATE PTAG OF EXIST. WALL (TYP) AND FFRAME AND REPLACE WITH EEPLACE WITH NEW. 1.1. PROVIDE HEATING LAMP, LIGHT 4 VENT o O a NINE ? LOCATE PTAC'S UNDER WORK IN UNIT L-2 ST-I UNDER WINDOW. r WINDOWS UNLESS BATHROOM EXIST. TB_I PROVIDE OPENING SEE MOOR SCHEDULE. REPAIR E LE. REPAIR EXISTING WITHIN EACH UNIT BATHROOM. SEE MEP OTHI OTHERWISE INDICATED GLD WG-2 MC-1 AND NEW LINTEL HEAD> R LINTELS ON AN A5 NEEE N AN AS NEEDED 5A515. 01,46S. FOR DETAILS AO ° OR I REMOVE FX1571NS A/C DIG' r OR FIELD CONDITIONS U AS REQUIRED. SEE :p 0 1 I 9 9. REMOVE EXI5TINS INTERIOR DOi INTERIOR DOOR 16. REPAIR LINTE1-5 OVER EXI5TIN5 MASONRY UNITS 4 OL05E OPENING o U - DICTATE OTHERWI5E. SEE NOTE 17 DETAIL 4/A3-I OAP GT Q FCC; 1 o AND IREPLACE WITH NEW. SEE Di i NEW. SEE DOOR OPENIN66 ON AN AS NEEDED BASIS WITH MATGHINS GONST. u ° PRO PROVIDE WIDER OPENING o SEE NOTE 'I ~ AND NEW LINTEL AS ~ o a SGHEDDULE OF EXIST. WALL (TYP) n AND DWELLING UNIT REO Q n REQUIRED. VERIFY IN a I m 0 19. REPLACE EXISTIN6 METAL DECK JOIST ( FIELD. OH TMP I 10. REPLeAGE INSULATION A5 REQUIF 7N AS REQUIRED HANGER5 WITH COATED METAL JOIST I? NOTE 07F 12 TION WALL. SEE OA ° FIEL n HANGERS ON AN AS NEEDED BASIS O 12 (T'fP) UNIT 3 q REMOVE REMOVE EXISTING NEW KNEE WALL. 5EE EXISTING KITCHENETTE. NOTE -I ` CANTILEVER OF 5 _ DECK ABOVE 20. EXISTIN6 ONE HOUR RATED CONCRETE 4 v r REPLACE WITH NEW 3-4 RAILINGS KITCHENETTE 5EE 2nd FLOOR BLOCK WALL SEPERATION AROUND WATER A2-I Alf- NOTE No. 4 SEE NOTE 14 ry ~'I O DECK IN UNITS 1,5 E 8 ONLY ? SEE NOTE 14 EXISTING ° UNIT 19 o DI 2 0 3 SEPERATION WALL. A2_1 EXISTING FP5G DOOR WITH SOUND ATTENUATION SEE NOTE 12 q 5EPERATION WALL. BASE SEAL; PROVIDE DEAD-LOCKING A2-I - ry SCOPE IOF WORK IN EACH HG UNIT psHH UNIT f b 'E OF WORK IN ALL UNITS INCLUDE THE FOLLOWING SCOPE OF WORK: - 2. PROVIDE NEW HANDICAP AGCE5IBLE RAMP BATHROOM (INCLUDING TO UNIT ENTRANCE AND HANDRAIL A5 AA IES) PROVIDE NEW DETAILED ON 5/AS-1 IT AS DETAILED ON 4 DI ° SEE NOTE 12 CAPABILITY (GOORD. WITH OWNER) -5EE r gNC, DOOR SCHEDULE REMOVE EXISTING N. ry OH Al ° IN ADDIITION TO SCOPE OF WORK I (SEE DETAILS ON DNS. I/A5-U N ry I. REMI EXISTING BATHROOM (I k FRAME BETWEEN UNIT5 AND FILL IN OPENING SEENOTE 13 DWELLING UNIT - v WALL'-S AND FIXTURES) PROVIDE X m BATHNROOM LAY, OUT AS DETAIL ;o SEFFRATION WALL SEE 2/A5--I H NOTE 12 12 (T'r (TYP) rv _ ~f 1 l T I ~ REMOVE EXIST. SEE NOTE SEE NOTE DOOR ff FRAME I I I I I I I UNIT 18 m I I I II1111 1L-i 111 UP V~?OPE OF WORK IN OFFICE UN17 4 ELECTRICAL UTILITY ROOMS IT 4 O B I F- : )FFICE WORK 4 c 5EE NOTE, I FOR EXISTING SEE NOTE 16 FOR SITTING AREA EXTERIOR WA L. IN o REFER TO SCOPE OF WORK IN AL WORK IN ALL UNITS: a SCOPE OF WORK IN SITTING! SLEEPING AREA - _ _ _ _ _ 7,9,10,11,14,15 4 I'7 _ ~l ~o b i ; ~ 1 r ^ 5 A SEE NOTES No'*. 1,3;1,9,10,11,14,15 REMOVr EXIST. DOOR 77 1 o (o 5ETWEEiN UNITS. 5EE L SEE NOTE FOR NOTE: STAIR AND RAILING. XI5TIN5 ' v S NOTE 155 r DI REPLAGE WITH NEW WINDOW FOR PLUMBING H TMP REMO ED ~I STAIR 4 RAILING IN REPLACEMENT FIXTURE LEGEND n EXISTING LOCATION 5EE A3-1 AND p C.j J FF.C STAIRVEAN RAILING. REPLACE WITH NEW rv G n^j - 4 a STAIR C RAILING IN " 4 TMP u m T'rF 1 GAL UN 1 T PLUMBING DWG'S. n a O P O J I EXISTING LOCATION. i~ rv I / UNIT 5 Q AT SECOND FLOOR UNITS OA v r 4 v BI m I E3 PTAG NOTE: :o J) LOCATE PTAG S UNDER , (WINDOW5 UNLESS OTHEfZRWI5E I' O v o o O IL/ - WALL TYPES LEGEND INDICATED OR FIELD UNIT .7 Q CONDITIONS DIGTATE PARTITION/ITEM TO BE REMOVED m OTHERWI5E. PROVIDE OiPENING - H AND NEW LINTEL A5 REGUIRED. D As EXISTING WALLS TO REMAIN Y~rwwv\ B-a b 3-4 AI 5-4 VERIFY IN FIELD. =DOE5NEOT NEW PARTITION: 2x4 WOO - TMP II DI UNIT 6 WATERPROOF INSIDE FACE OF GONG. :o L 10VE EXIST. LOW WALL THAT REMOVE EXIST. ENCLOSURE STUD ®IG" O.G. WITH 518" NEW RAILINGS: REPLAGE EXISTING BLOCK WALL. NEW FURRING TO BE FLAN ,71ED OF '_5 NOT CONTAIN F.E. (TYP) IN I75 ENTIRETY MOLD RE515TANT GYP. BD. BI r \ p RAILINGS WITH PERMAPORCH I6" " O.G G OZ.. W1I7H TH I LA A 2 YER I/2" of METAL MOLD STUD ® < I rv R4ILIN65, "SAVANNAH" WITH NDE I I g.-p..g_q, EACH SIDE (TYP) rv F RESIATANT GYP. BD. TO UNDERSIDE OF m Al 3•_4"I_p"3•_4"'_b" g'_p' 1' _L REMOVE EXIST. WINDOW AND BI / A Fv I Yi' SQUARE PICKETS AND GEILIN6. NEW R-13 GATT INSULATION r DECORATIVE ARCH AS INDICATED. BETWEEN STUDS. 9 O 2_q'g•-p" 51_6" 31_4" •41 3,_4„ 21_g II o O K P O O O CLOSE OPENING WITH POSTA ARE TO BE SQUARE DECK SEE NOTE No. I I 8 Q ~UNIT I6~ ROOF TMP TMP MATCHING CONSTRUCTION OF o BI o POSTS WITH POLY-PYRAMID ABOVE EXIST. WALL (TYP) - TMP II TMP TOP- RAILING 15 TO BE 42" H. NEW PARTITION: 2x 4 WOOD STUD ® 16' 7 ----o- -L-~ - - - - A 1m O.G. WITH 5/8" MOLD RE5157ANT GYP. 6 I ~ r~ ~3 yo F I M 1 B UNIT 7 J,C. ]UP T rcm BD EACH SIDE 6 12PJ0/06 Mw TO EUI IN6 DwARw NFR f3 V O I SLOP UP 56 OPE UP LL \ ~i 4 0 .n O O 0 2~ EXISTING DWELLING UNIT 5EPERATION 5 1-2q-08 ISS.tD TO BUILDING DEPARTNteIf NR r' BI Bl o WALL TO REMAIN. REPLAGE EXISTING 4 6-24-08 Iffim TO ONER MR - O I s r'I TMP CI 51 r+ i ii iii • ROOF GYP. BD. EACH SIDE WITH 5/8" TYPE "X" 0 `Yi D I I rGI 1:20 AX i i I:: O MAX ~~j _ ~ ry ~ C) 'iR : 1 BELOW 3 540 RE-155UED TO BUILDING DEPARTF1ENf NFR MOLD RESISTANT GYP. BD. 9 AI AI AI Al DI Al 1L -ryv' REMOVE EXIST. DOORS / BETWEEN UNITS. SEE SEE NOTE No. 12. 2 4-30-08 155UBD TO BUILDING DFARTNt@7T NFR PROVIDE SOUND DEADENING INSULATION 1 4-10-OB IY.ifD TO DEL. !FR SEE ELECT. > o NOTE 15 (TYP) IN DWELLING UNIT 5EPERATION WALLS. ~ I R O E ST. O I UNIT 10 NOTE 13 ROOM o O o SEE NOTE No. 14 SUB DATE DESCRIPTION BY AIL TO R ID n H H. . R P R P m_ P PROPOSED UNIT q DATA > UNIT 8 ROOF EXISTING ONE HOUR RATED CONCRETE EHASZ CiIACALONE PTAG UNIT5 UNIT 15 UNIT 1 PANPGA DTO ET E A E (TYP). 5EE / HANDICAP TOILETS. ROOM O REFER TO 2/A5-I m 5,_yB BELOW BLOCK SEPERATION WALL AROUND WATER 4 ELECTRICAL UTILITY ROOMS ARCHITECTS, P.C. MEP DWG'S. v L1 °9 RJ R O A3- C s OI Or U T G. NI II p E C DI WATER TMP ~ I 3 BI - o ~~p Bl 431 CONKLIN STREET HEATER AI _ ° F1 B-a 7ME FARMINGDALE, NEW YORK 11735 H TMP I G H J - _a G- O A ROOM " TMP _ . TEL:(516)420-8383 FAX:(516)420-0195 m b ; ° I DI DI THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY It, ° Y III H_n H H H I H T F1 I H H A C O OFFICE O:o I--m NEW DEGKI u 1ul PROSECUTIED ul _ GL ET I oI - - J LL=-- JI g_gO pbl.57AER OF THE ARCHITECT °°°°o INFRINGEMENTS WILL BE REMOVE EXISTING PROJECT PEP s RAILINGS. I SAN'rORINI BEACH REPLACE WITH NEW 2._g. "I'-0" 21-b'• II,_p,2•_g" 31_ .2._y.. 9•-3" 5,_q.. 2•_B•' q,_g„ ._6.. 3_b.. 2•_0•' STAIR 4 RAILING J RESORT REMOVE EXIST. ELECT. / 3800 DUCK POND ROAD REMOVE EXISTING 2nd PANELS CUTCHOGUE, NEW YORK 11935 FLOOR DECK, RAILING5 HANDICAPPED ACCE5515LE UNIT5 4 1-0575. REPLACE WITH EXISTING ONE HOUR RATED "TIMBERTEOH" DECKING WITH "DRY 5PACE" RY SPACE" I LARGER 2nd FLOOR CONCRETE BLOCK DRAINAGE SYSTEM. COLOR: CEDAR (TYPICAL) DAR (TYPICAO DECK REMOVE EXI5TING 5TAIR $ 5EPERATION WALL AROUND DRAWING RAILINGS. REPLACE WITH NEW STAIR 4 RAILING (iYP) A2-I WATER S ELECTRICAL UTILITY ROOMS FLAN WEST Y41 NO MOTEL RESTAURANT MST WING FLOOR PLANS NO I R57 FLOOR PLAN WEST K NO INC SEGQND FLOOR FL 1~8u ~ li-0n l MA NIT FLAN DATE 2/5I05 DRAWN BY GDB SCALEA5 NOTED CHECKED BY NPR PROJECT O"II2B.OO SH~Ef s OF /DRAWING NO. 4 aw/oB Issm TO BUILDING D[ ARTHE rr WR e` 0 5 2 3 10010e ISB,m TO awes NrR . J 2 IOI4/W RLMSED I WICAP UNIT LOGATIM WIR 2 Alml 1 BA9I0B RIMSBD WINDOW C4WIGI:fM710Rri REV DATE DESCRIPTION BY \ E STP E°F Pd - ~2C0~ SEE NOTE 5 FOR SEE NOTE 15 FOR SCOPE OF WORK WINDOW SCOPE OF WORK TYP. IN ALL UNITS (SEE H.G. UNIT SCOPE OF WORK REPLACEMENT IN EXTERIOR NOTES FOR ADDITIONAL WORK IN H.G. ONLY) WALL. NOTE: O FOR PLUMBING 1. REMOVE EXISTIN6 CARPET AND 11. WATERPROOF INSIDE FACE OF UNDERLAYMENT. REPLACE WITH GONG. BLOCK WALL. NEW FURRING FIXTURE LEGEND -2 TTD-I E) SEE NOTE II SHEET VINYL TO BE CONSTRUCTED OF 2 I/2" SEE A3-I AND METAL STUD • 16" O.G. WITH ONE PLUMBING DWG'S. MG-I SEE NOTES 2 4 3 2. REMOVE EXISTIN6 FIXTURES IN UNIT LAYER OF 516" MOLD RESI5TANT X71 FOR SCOPE OF BATHROOMS AND REPLACE IN KIND. GYP. BO. TO UNDERSIDE OF SEE FIXTURE LEGEND A5-I 4 PLUMBING GEILIN6. NEW R-15 BATT INSULATION WORK IN UNIT DW65. BETWEEN STUDS V BATHROOM 5H- / I SEE NOTE 4 5. REMOVE BATHROOM TILE ON 12. REMOVE EXIST. GYP. BD. AND WALLS AND FLOOR, REPLACE IN REPLACE WITH 5/5" TYPE 'C' KIND. REMOVE GYP. BD. ON MOLD RESISTANT GYP. BD. EACH SIDE AT BATHROOM WALLS 4 GEILIN6. ALL DWELLING UNIT SEPERATION WALL5. REMOVE EXIST. SEE NOTE 1'7 REPLACE WITH MOLD RESISTANT SEE DETAIL 6/A5-4. FOR GEILIN6 WALL (7rF) GYP. BD. USE CEMENT BOARD AT ALL SEPERATION ASSEMBLY IN DWELLIN6 UNITS SEE NOTE 14 EXIST, GONG. TILED SHOWER 5URROUNDIN65. SEE SPECS. UL 0 L5I4. 5EE DETAIL 9 A5-4.. SEE SPECS. 4. REMOVE EXISTIN6 KITCHENETTE (AND 15. REMOVE EXISTIN6 DOOR 4 FRAME DECK ABOVE EXISTING SEE NOTE 6 BLOCK WALL 5EPERA7ION WALL. (V.I.P.) OVENS WHERE APPLICABLE) IN UNITS. BETWEEN UNITS 9 C IO ON FIRST FLOOR SEE NOTE 12 REPLACE COUNTERTOP WITH NEW AND BETWEEN UNITS 1 42,5 4 4 AND 5 it COUNTERTOP, LOWER CABINETS, 6 ON SECOND FLOOR. INFILL OPENIN6 WITH 51-10" b'DO" I5'1 IOFO' S'-O' S'Z " 5'Z " 5'Z " _2 SEE NOTE I FOR EXISTING 5GOPE OF WORK IN EXIST SLEEPING 5EPERATION WALL. UNDERCOUNTER REFRIGERATOR 4 NEW CONSTRUCTION TO MATCH EXISTING. O COUNTER TOP MICROWAVE. CONFIRM FINAL UNITS 5, 5, 4 6 REMOVE DOOR AND FRAME O O PTAG NOTE: O O 5ITTING/5LEEPIN0 AREA SEE NOTE 12 KITCHENETTE LOCATION WITH OWNER. FROM ONE SIDE ONLY AS INDICATED ON _ LOCATE PTAG'S UNDER 4 [o AREA 00 PROVIDE NEW IN-LAY SINK ONLY WHERE A PLAN. WINDOWS UNLESS OTHERWISE - INDIGATED OR FIELD EXIST. D SINK CURRENTLY EXISTS. 6117ERri t LEADERS N E IN CONDITIONS DICTATE n EI ry EXIST. DECK SEE NOTE 5 REMOVE EXISTING 14. PROVIDE SOUND DEADENING RUN STORM DRAINAGE LEADERS ALOiop) 5. REMOVE EX15TINS WINDOWS AND INSULATION BETWEEN ALL DWELLING UNIT SIDE OF lEW OOWMN EVCAD5LRE5 O OTHERWISE. PROVIDE OPENING EI GLO5ET REPLACE WITH NEW WINDOWS. SEPERATION WALLS. SEE DETAIL 6/A5-4 4 o O = AND NEN LINTEL AS REOUIRED. SEE WINDOW SCHEDULE. TYP. FOR ALL SPECS. UNIT 58 VERIFY IN FIELD. UNIT 44 UNIT 38 UNIT 3q ry o r = _ - WINDOWS /1/Y AI N EI EI ry SEE NOTE 5 FOR SEE NOTE 15 FOR I5. REMOVE E:XI5TIN6 SIDIN6 TO b. REMOVE ALL EXISTIN6 6YP. BD. GONG. BLOCK AND REPLACE WITH "TYNE u, WINDOW (GEILIN6 4 WALL5) THROUGHOUT WEATHER RESISTANT BARRIER AND 5/4" I .n v TMP REPLACEMENT SCOPE OF WORK IN EXTERIOR THE UNIT. REPLACE WITH MOLD P.T. PLYWOOD. INSTALL NEW 5101146 AS REMOVE EXISTING E%15TIN6 BEAR LOGATE PTAG WALL. RESISTANT GYP. BD. SEE SPECS. USE INDICATED ON THE EXTERIOR ELEVATIONS ? AI FII FIN HALL (Ti OO O EI TO REMAIN O rci UNDER WINDOW. SEE NOTE II PROVIDE OPENING FIRE-RATED TYPE "X" GYP. BD. ON EACH m SIDE OF ALL DWELLIN6 UNIT SE-PERATION 16 . X TI 51DIN6 TO B _O:~ I0' AND NEW LINTEL WALLS (SEE NOTE No. 12) 5HEATHIN6 AND REPLACE WITH NEW ? r 1 :01 q DETAIL 4 AE5--.15EE ~ )74rP I G,~L UN 1 T AT FIRST FLOOR UNITS 1/4" = 11-0" 7. NEW PARTITIONS 2x4 WOOD STUD O Ib" O.G. 51DIN6. CEDAR SHAKE 5HINOLE5 AND/OR 5/R MOLD RESISTANT GYP. BD. EACH CULTURED STONE VENEER. SEE NEW RAILINdG~S, REPLACE EXISTIN6 WITH ELEVATIONS FOR LOCATION AND RAILINSS,V IH PERMAPORGH RAILINGS, SIDE EXTENT OF EACH. SEE NOTE RE6ARDIN6 SAVAWUH' WITH IN SOME PICIMS v Q © DECK `9 O "THEE "TIMBERTECH" DECKING WITH SEE NOTE 15 FOR b it - "DRY "DRY 5PASE" DRAINAGE SY5TEM. LOCATE PTAG UNDER - SCOPE OF WORK 6. REMOVE EXISTIN6 EXTERIOR DOOR ALTERNATE VINYL 5101146 OPTION PP OST ~O BE SWAREE DECK PMTS KITCHENS IN UNITS 44. 45 $ 46: OOLOI COLOR: CEDAR (TYPICAL) WINDOW. PROVIDE OPENING IN EXTERIOR AND NEW LINTEL AS WALL. AND FRAME AND REPLACE WITH NEW. 17. PROVIDE HEATING LAMP, LIGHT 4 VENT WITH POLY-PYRAMID TOP- RAILIN615 ry REPLACE EXISTING COUNTERTOP ° Al A' o AND BASE CABINETS WITH NEW I DI .o RUNITS UNITS 44, 45 4 46. REQUIRED. SEE DETAIL SEE DOOR SCHEDULE. REPAIR EXISTIN6 WITHIN EACH UNIT BATHROOM. SEE MEP TO BE 424. v HEAD 6 LINTELS ON AN AS NEEDED BASIS. DW6'S. FOR DETAILS in AI UNIT 5r EFS UNIT 57 B REMOVE EXISTING All PLYWOOD AND PL. LAM. rc - L NOTE REFER TO SCOPE OF WORK 4A/A5-1 SEE NOTE 5 FOR a UNITS * CLOSE OFENIN6 COUNTERTOP AND SOLID WOOD n1 NOTES FOR WORK TO BE WINDOW 9. REMOVE EXISTIN6 INTERIOR DOOR 16. REPAIR LINTELS OVER EXI5TIN6 MASONRY 7 WITH MATCHING CONST. BASE CABINETS. REMOVE g G n COMP COMPLETED. SEE NOTE 5 FOR REPLACEMENT WINDOW AND REPLACE WITH NEW. SEE DOOR OPENINGS ON AN AS NEEDED BASIS p OF EXIST. WALL (TYP) EXISTING OVEN. REPLACE m AA O v REPLACEMENT SCHEDULE rcA Al F EXISTING SINK AND ~y REFRIGERATOR 3 SEE NOTE 11 TIP-1 WG 10. REPLACE INSULATION AS REQUIRED 19. REPLACE EXISTIN6 METAL DECK 0151ST I o HANGERS WITH COATED METAL 01515T BI BI jj , SEE NOTE q / HAN6ER5 ON AN AS NEEDED BASIS o O- m GI Cij) m i B EXIST. GONG. SEE NOTES 2 4 B-~- NIT 56 20. EXISTIN6 ONE HOUR RATED CONCRETE v UNIT 56 BLOCK WALL SEPER ATION AROUND WATER UNIT 36 0 ;.J) II BLOGK WALL FOR SCOPE OF Tg_1 4 ELECTRICAL UTILITY ROOMS P rv T41 RAIL REMOVE (V LF.) WORK IN UNIT EXISTING BATHROOM o SH- 77/77/772 B d RAILIN65 MG I n i ~ DI B ~n RAIL SEE NOTE 17 SEE NOTE 14 u SCOPE OF WORK IN LAUNDRY 4 STORAGE AREAS IN ADDITION TO SCOPE OF WORK IN ALL UNITS INCLUDE THE FOLLOWING SCOPE OF WORK: - - - - - O a DI 5T-1 EXISTING EXISTING IA. REMOVE EXISTIN6 FLOORING AND PATCH EJCI5TIN6 UNDERLhYMENT ON AN AS-NEEDED 'rlTf"f ~ ~ T7 711I~ / 1Y1 F Im IT 717 71 T17 T 717 F T I? 71 T M SEPERATI ON WALL SEE NOTE 6 SEPERA71ON WALL. BASIS. REPLACE WITH SHEET VINYL I I I I N ki I I I I I I I I I I UNIT 35 d ii I 111 71111:1 T IIIIIIIIIIIIII SEE NOTE 12 SEE NOTE 12 UP ~ ry UNIT 55 2A. PROVIDE FIRE RATED 5EPERATION (WALLS 4 GEILIN6) THROUGHOUT LAUNDRY/6ARA6E ( 111 LJ1L11~ I P IIIIIIIIIIIII I FIIIIIIIIIII IIIIIIIIIIIIII AREA TO SEPERATE IT FROM THE ADJACENT SPACES. x Y Al m -1 A I~ - 1 L1 LL1 L_L L~ I "IA L1LL B O L 11L1LL L11 W NOTE: SEE NOTE I FOR FOR PLUMBING FIXTURE LEGEND DECK ` - - - o SCOPE OF WORK IN SITTING/5LEEPIN6 EXIST SLEEPING SEE AB-I AND REMOVE EXISTIN6 REMOVE EXISTING AREA AREA PLUMBING DWG'S STAIR 4 RAILIN65. m Al REPLACE WITH NEW DECK - 7 ABOVE REMOVE EXISTING REMOVE EXISTING DI DI REMC Pi UNITS STAIR RAILINGS. DO STAIR 6 RAILINGS. STAIF NOT REPLACE REPLACE WITH NEW NOT F STAIR 4 RAILINGS. DO NOT REPLAGE R-~\ SEE NOTE II STAIR 4 RAILING ABOVE rv (TYP). SEE STAIR d RAILING SEE NOTE 8 F' ry 9 UNIT 54 UNIT 54 MEP DW6'S. F F 2 2 - ~ 0 O 2 I SEE NOTE 15 FOR 2 II SCOPE OF WORK IN ~3J - -ry O ~p,3-4/ I~/,T. ~ ~ _ t~ I CKI V K WALL. O ~l Q AO OB ~ m I v r-' O r o m 4 m - v Y , I SEE NOTE 5 FOR Z REMOVE EXIST. LOW ~ ~ ~ i II ~ DOWNSPOUT (TYP) UNIT 45 WINDOW WALL THAT DOES NOT I o O O _ Q SEE MEP DWG'S. FOR - DI L REPLAOEMENT TYF I GAL UN 1 T CONTAIN F.E. ('IYP) 6 1 57ORM WATER m TMP ry UNIT 55 UNIT 33 I TI 77 DETENTION DESIGN 3 - 7-1 I DETAILS AT FIR5T FLOOR UNIT5 1/4" = I'-O" uP DOWNSPOUT : , 1 I ? AI P _A sIM A SEE MEP DW6'5. FOR rcm 11 \ 1 J B Q ` ' s DI O WALL TYPE5 LEGEND a STORM WATER I b _ . DETENTION DES16N - DETAILS ? AI DI A _ _ _ PARTITION/ITEM TO BE REMOVED m 1 0 ~ m PROF PROPOSED RELOCATE EXI5TINS HALLS TO REMAIN PTAC NOTE: T L = PROPOSED RELOCATED TM DECK PO51 P051TION OF NEW STAIR 61 4 RAI POSITION OF NEW STAIR 4 LOCATE PTACS UNDER n G RAILIN55. WATERPROOF INSIDE FACE OF GONG. KE1' PLAN WINDOWS UNLESS OTHERWISE o UNIT 52 UNIT 32 4 RAILINGS. NEW RAILINGS: REPLACE EXISTING v A BLOCK WALL. NEW FURRING TO BE INDICATED OR FIELD I OB RAILIN65 WITH PERMAPORCH RAILIN65, rcm DWELLING UNIT P "SAVANNAH" WITH I YY SQUARE PICKETS 0 5EPERATION WALL. SEE DECK GONSTRUGTED OF 2 1/2" METAL STUD DECK 16" O.G. AITH I LAYER OF 5/8" MOLD 9 CONDITIONS DICTATE o RESIATANT GYP. 5D. TO UNDERSIDE OF OTHERWISE. PROVIDE OPENINyS P AND NEW LINTEL AS REQUIRED. I 9 AND DECORATIVE ARCH AS INDICATED. NOTE 1,2 (TYP) 0 0 r- P05TA ARE TO BE 5GUARE DEGK FOBT5 DI REMOVE EXISTING WALL OPENING VERIFY IN FIELD. I n - ry B o ry WITH POLY-PYRAMID TOP- RAILING 15 ry CEILING. NEW R-I5 BATT INSULATION 8 BETWEEN STUDS. 7 TO RECEIVE NEW WINDOW. SEE 6 F C n TO BE 4TH. ° DI 3 n ° O BARRIER 5EPERA~f0 g° SIMO p u _ SEE NOTE No. II WINDOW SCHEDULE. PROVIDE NEW OP J WALL (UL •L525) SEE 3-3 0 A ° NEW PARTITION. 2x 4 WOOD 5TUD ® 16" 6 OW/06 IY. WTOEIALDINGDITAR7H5rr WR STEEL LINTEL. SEE 2/A4-2 5_5 ROOF vV ABOVE DETAIL D/A3-4 0.G NITH 5/5" MOLD RESISTANT GYP. 5 1-29-00 155UED TO BUILDING WARTMW NFR - ~ - - - ~ - - - - ~ - - ~ - - ~ - - - o© UNIT 51 BD. EACH SIDE 4 6-24-M I%LED TO OMER NFR UNIT 31 1'-0' 4'-0" o ~-r EXISTING DWELLING UNIT 5EPERATION 3 5.9-00 RE-I°~51ED TO BUILDING DEPARTMIX WR 4.3" 4'_0" g-6, 51_4' 3'4` ~6. 4'_~' 4.0" 4" 5'4' '_O" 5-4" -0, 4'-0" y,_5„ 4'-0" 17-51. 3'4, '_O" 5_4. '_p. 4'-C" 4'_y" r NALL TO REMAIN. REPLACE EXISTING 2 ¢Bp-00 15 TO BUILDING DEPARTNEW NFR 0 ° `y UNIT 4F6 SYP. BD. EACH SIDE NITH 5/8" TYPE "X" O O O O O O AI THP B F( 7D] MOLD RESISTANT GYP. BD. 1 410-06 1551167 TO DEL. NPR SEE NOTE No 12. AI AI All All Al AI AI Q PROVIDE SOUND DEADENING INSULATION SUB DATE DESCRIPTION BY IN DWELLING UNIT 5EPERATION AALL5 5EE NOTE No. 14 EHASZ GIACALONE UNIT 24 UNIT 25 UNIT 26 UNIT 2.7 UNIT 26 UNIT 29 UNIT 50 TMP 1 30 II © o O G G (D ARCHITECTS, P.C. DWELLING UNIT Q O O SEPLIRATION E v RAISE ROOF SLOPE ° BI BI EXIST. [ EXIST. DEGK 431 CONKILIN STREET WALL. EE NOTE - EREMOVE ON LOWER ROOF. `r V © rv PTAG UNIT FARMINGDALE, NEW YORK 11735 12 (1yp) Og E3 O Og KITCHEN PNTAG UNIT TEL:(516)4120-8383 FAX:(516)420-0195 O 4 L (TYP). SEE Y (TYP). 5EE _ MEP DW6'5 m O MEP DNG1s THESE PLANS ARE AN H ry O OO 0 0 0 e 0 0 t OY TMP _ DI DI INSTRUMENT OF SERVICE AND ARE THE PROPERTY°°°o °Di° Di OF THE ARCHITECT DDE DE -T Ta e DTI l1T17 INFRINGEMENTS WILL BE m I H O H O O HOUR H O H Ir-- PROSECUTED RATED ONG " LI LJ 111 4 II H IF"~° F O m 3_3 Qg H~ BLOCK L. . SEE 4'_B" I C C C Cp vz II PROJECT . 20 8 REMOVE EXIST. WINDOW NF- - J~ SANTORINI BEACH \ q 5-3 AND WIDEN EXIST. H~ D REMOVE EXISTING CONTINUE GUARD RAIL TO o GUARD RAIL TO BUILDING. RESORT q i 3-5 I REMOVE E ISTIN6 JALOUSIE WINDOW AND CLOSE OPENING OFENIN6 TO - STAIR 4 RAILINGS, DO _ J I WITH MATGHIN6 CONST. OF EXIST. CONC. BLOCK WALL. (TYP) ACCOMODATC! NEW EGRESS WINDOW. (SEE -I- I 4 O 0 NOT REPLACE EXIST. ROOF BEL 5T. ROOF BELON 3800 DUCK POND ROAD REMOVE EXIST. WALLS, DOOR WOOD POST, ROOF, ETC. WINDOW SCHEDULE) m CUTCHOGUE, NEW YORK 11935 NEW WALL TO BE CON5TRUGTED OF. m DRAWING I I CULTERED STONE 51DIN6 OVER GALVANIZED METAL REMOVE EXISTING MESH, TYVEK HOUSE WRAP, 1/2" COX PLYWOOD, 2x 4 STAIR R RAILINGS. DO q Q 2- STUDS i 16" O.G. , FIN. INT WITH 1/2" MOLD RESISTANT NOT REPLACE MOTEL I RESTAURANT DI GYP. BD. , R-15 BATT INSULATIONWITH VAPOR BARRIER (KRAFT FACED) BET. STUDS. SEE 'I/A5-5 O EAST' WING FLOOR PLANS 15,v INCIDENTAL USE AREA l TYP, dJNIT PLAN NEW SWITCH 6EAR ROOM. SEE ELECTRICAL DRAWING E-02 FOR LAYOUT DATE 2/5!06 DRAWN BY GDB SEE SCOPE OF WORK NOTES 6, 8, 11 4 15 INCIDENTAL USE AREA: REFER TO 5/A5-5 FOR FOUNDATION PLAN INOIG (.AUK (LAUNDRY 4 STORAGE AREA) (~y ONE HOUR FIRE BARRIER SERIERATION REQUIRED PER TABLE 302,1.1 / S G,O D FLOOR PLAN F-A ~ GT I I SCALEA5 NOTED CHECKED BY NFR f-'-':I R5T FLOOR FLAN EA51 K NO ONE A (LAUNDRY 4 STORAGE ROOMS OVER ER 1 100 SQ. FT) I EA? I Y `4 ~ NO PROJECT,0112eoo SHEET 4 OF 15 IX. „ PROP4 I I -o PROPOSED 5EPERATION. I/8 - I O WING NO. WAL WALLS-UL 0011 (SEE DETAIL 6/A3-4) Q~o\~;~EPEma R~ T GEII CEILING ASSEMBLY- PROVIDE ONE LAYER 518" FIRE GORE GYPSUM BOARD TYPE "C" ATTACHED TO A RE51SLIENT FURRING OHANNEL ON o UNDERSIDE OF EXISTING CEILING JOIST 4 3 1al3olob IS<am ro BUILOM6 D~AR7N871 I~ 2 10~Ml00 ISO To DW82 WR 6!!9/06 REVI5fi7 ~N~ Cp1lFI6ftTIOR5 Not m~ ~o. onons3 i REV DATE DESCRIPTION BY D T"-EST"ELF PITCHED ROOF NOTE: STRIP EXISTING ROOFING T ZOOF NOTE: 5TING ROOFING TO SHEATHING. PATCH NEW RAILIN65: REPLACE EXISTING RAILINGS AND REPAIR EXISTING SHE, \IR EXISTING SHEATHING ON AN AS WITH PERMAPORLH RAILINGS, "SAVANNAH" WITH REMOVE EXISTING FINISH AND PROVIDE / INSTALL REQUIRED BASIS. PROVIDE BASIS. PROVIDE ICE DAM AND SHIELD 11/2" SQUARE PICKETS AND DECORATIVE ARCH NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY THROUGHOUT, ALL ROOF AF W,, ALL ROOF AREAS ARE TO RECEIVE AS INDICATED P05T ARE TO BE SQUARE DECK STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix AOCR NEW ASPHALT 51 0 IALT 5HIN5LE5: OAKRIDGE PRO 50 AR, :DON. COLOR: DRIFTWOOD ELEVATION NOTES: POSTS WITH POLY- PYRAMID TOP- RAILING 15 PURRING STRIPS (5EE WALL SECTIONS FOR DETAILS). DEEP SHADOW. COLOR: DR TO BE 42" H. MIN. SEE SPECIFICATIONS REMOVE EXI5TIN6 FINI5H AND PROVIDE / IN57/ PROVIDE /IN5TALL MEN CEDAR SHINGLES (DOUBLE COURSE). FACT E COURSE). FACTORY I: NEW RAILINGS. REPLACE EXISTING RAILIN65 WITH PERMAPORGH COMMERCIAL 61 RE51LIENT 4 12 REPLACE EXISTING STAIR d STAINED RED CEDAR 5HIN61-ES. (TYPICAL) ON EXISTING STAIR k RAILING. SEE 2/A3-2 EXIST. CHIMNEY FURRN6 5TRIP5 (SEE HALL 5E6TION5 FOR DE7 S. (TYPICAL) ON Ix ACQ RAILINGS, "SAVANNAH" WITH I 5/4" SQUARE PICKETS AND DECORATIVE INTERLOCKING RUBBER MATS ON SEE 5PECIFICATION5 ATION5 FOR DETAILS). ARCH AS INDICATED. POSTS ARE TO BE SQUARE DECK POSTS WITH POLY-PYRAMID TOP - RAILING 15 TO BE 42" H. MINIMUM. E.F.D.M. ROOF PROVIDE PITCH AS REQUIRED NEREMOVE W DAR 5 1 N6LE5H 1 (D U X15TING FINISH AND PROVIDE / INSTALL EXIST. SOLAR PANELS TO REMOVE EX15TINS CANOPY AND PROVIDE NEW .R 5HIN6LE5 (DOUBLE COURSE). FACTORY BE REMOVED. PATCH ROOF STRUCTURE AS INDICATED. PROVIDE NEI^ -DD. PROVIDE PROVIDE NENEWW STAINED RED CEDAR SHINE :ED CEDAR 5HIN6LE5. (TYPICAL) ON Ix ACQ ROOF AS REQUIRED ROOFING AND TRIM TO MATCH EUILDING . 2: CLEAN AND STRIP EXISTING VENTS AND APPLY THREE 6OAT5 OF I BUILDING BENJAMIN MOORE, MOORGARD 105 LOW LUSTRE FORTIFIED ACRYLIC FURRING STRIPS (SEE WALL TRIPS (SEE WALL SECTIONS FOR DETAILS) FINISHES INDICATED ON THESE ELEVATIONS El EVATION5 HOUSE PAINT, WHITE 5 MOM s SEE SPECIFICATIONS `I FICATION5 5: STRIP EXISTING ROOFING TO SHEATHING. PATCH AND REPAIR F- -r -T---I- -11 EXISTING SHEATHING ON AN "A5 REQUIRED BA515". INSTALL ICE DAM L~ -L J-.~L_L-1 4 AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEW L ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: _ SECOND FLOOR ELEV. 10'-O" ! H OH H H DRIFTWOOD NEW WOOD DECK Ill r- 1 J 4 "CULTURED STONE" FADING. OWEN5 CORNING, CLA551C SERIES. 15/4" THICK OVER EXISTING MA50NRY 5U85TRA7E. (CONTRACTOR 15 TO NEW 12" 4 CONCRETE PIER Y CONFIRM EXISTING CONDITION OF PARSING TO ACCEPT NEW FINISH) FOUNDATION MIN. 5'-0" ry A A D D BELOW GRADE TO BOTTOM 5: COMMERCIAL GRADE RESILIENT INTERLOCKING RUBBER MAT5 ON (TYP) FIRST FLOOR HLEV. E.P.D.M. ROOF PROVIDE PITCH AS REQUIRED CULTURED 5TONE FACIN6 ON THIS WALL -1 1 L J L J L J m f L J NEW 24"W x 60"W 24" LOCATE NEW PTAL UNITS UN x 12" DEEF PROVIDE OPENING AND NEP .N PTAL UNITS UNDER WINDOWS. GRADE LEVEL 6: OUTDOOR CEILIN65, 50FFIT5, OVERHANGS: ALL EXPOSED SOFFITS, NEW b" WOOD P05T WITH PVC COLUMN 7PENING AND NEW LINTEL AS "CULTURED STONE" FAOINO. OWENS CORNING, SEE DETAIL 4A/A3-4 (TYP) CLASSIC SERIES. /q" THICK OVER EXISTING UOOATE NEW PTAG UNITS UNDER WINDOWS ETC. ARE TO BE FINISHED WITH PERMAPOROH BEADED CEILIN6 PANELS AND FINISHED AT E05E5 WITH PERMAPOROH CEILING MOULDIN65, 2 Ne" x ENCLOSURES, PERAWRAF, FLUTED, REGE55ED NEW EGRESS WINDOW. REMOVE EXISTING A/G UNITS AND REQUIRED. SEE DETAIL 4A/, I %'p x 12' SECTION5. ALL ARE TO BE PRE-FINISHED WHITE. PANEL, 1I x 5'1+4, COLOR: WHITE (TYP.) RAISE WINDOW HEAD HIGHT TO OLOSE OPENING WITH MATCHING AGGEPTNEW EGRESS\W/INDOW GONST. OF EXIST. WALL. (TYP) 16" PROVIDE (CONTRACTOR IS TO PIROVIDE OPENING AND NEW LINTEL AS 7ECORATIVE ACCENT5: WATERTABLE, MASONRY CONFIRM EXISTING SUBSTRATE. CONDITION A TOR 15 T REQUIRED SEE DETAIL 4/A3-4 (TYP) SECTIONS ACROE SECTIONS ACROSS ENTIRE LENGTH 6 TO ACCEPT NEW FINISH.) I. CONTRACTOR 15 TO VERIFY ALL DIMENSIONS SHOWN WITH MEASURED E (OLOR: TAUPE BY OWENS CORNING DIMENSIONS IN THE FIELD. DIMENSIONS SHOWN ARE TO BE ADJUSTED TO SOUTH ELEYATI ON LOW STONE DOLOR: TAUPE FIT DIMENSIONS IN FIELD. AT VAST WING BUILDING I/V = 1'-O" 8: CONTRACTOR 15 TO REPLACE ALL TRIM NOT PROVIDED FOR IN THE OUTLINED FINISH WORK SHOWN ON THESE DRAWINGS, 50 AS TO PROVIDE A COMPLETELY FINISHED EXTERIOR BUILDING. MATERIAL TO BE USED 15 RI61D CELLULAR PVC BOARDS AND MOULDIN65 BY AZEK BUUILDIN6 PRODUCTS.. PITCHED ROOF NOTE: STRIP EX15TI146 ROOFING TO SHEATHING. PATCH AND REPAIR EXISTING 9: ALL EXISTING EXTERIOR FIRE EXTINGUISHERS ARE TO BE REMOVED 5HEATHIN6 ON AN AS REQUIRED BASIS. PROVIDE ICE DAM AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEW ASPHALT PRIOR TO INSTALLATION OF FIN15H MATERIALS, AND RE-INSTALLED IN PITCHED ROOF NOTE: SHINGLES: OAKRIDGE PRO 50 AR, DEEP 51 COLOR: DRIFTWOOD 12 SAME LOCATION WHEN INSTALLATION 15 COMPLETE STRIP EXISTING ROOFING TO SHEATHING. PATCH AND REPAIR EXISTING SHEATHING ON 4 REMOVE EXI5TIN5 FINI5H AND PROVIDE / INSTA PROVIDE / INSTALL AN AS REQUIRED BASIS. PROVIDE ICE DAM REMOVE EXISTING FINISH AND PROVIDE / INSTALL AND SHIELD THROUGHOUT, ALL ROOF AREAS NEW CEDAR SHINGLES (DOUBLE CURSE). FACTORY PROVIDE AND INSTALL DECORATIVE TRELLIS NEW CEDAR 5HINSLES (DOUBLE COURSE). FACT( ' COURSE). FACTORY ARE TO RECEIVE NEW ASPHALT SHINGLES: STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACR AS SHOWN (SEE DETAILS FOR LARGER DWG.) STAINED RED CEDAR 5HINGLE5. (TYPICAL) ON I 5. (TYPICAL) ON Ix ACQ 'CTION5 FOR DETAILS). OAKRID6E PRO 50 AR, DEEP SHADOW. FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). ING STAIR FURRING STRIPS (SEE WALL SECTIONS FOR PET REPLACE 4 RAILING SEE EXISTINC, ST - SEE 5PEOIFICATION5 COLOR: DRIFTWOOD 5EE SPECIFICATIONS NEW RAILIN65: REPLACE EXISTING RAILINGS WI' ING RAILINGS WITH CULTURED STONE FACING (TYPICAL) 12 DI DI PERMAPORCH RAILINGS, "SAVANNAH" WITH 1/22"'. 4NNAH" WITH I Y2" 50UARE ~I - - PICKETS AND DECORATIVE ARCH AS INDICATE[ - I-1~ I1 LH AS INDICATED. JIILIIIL P05TA ARE TO BE SQUARE DECK P0575 WITH F iCK P05T5 WITH POLY- SECOND FLOOR olb ELEV. 10'1 PYRAMID TOP- RAILING 15 TO BE 42" H. BE 42" H. _ COMMEROIAL GRAPE RESILIENT INTERLOCKING F _ MATS ON E.P.D.M. ROOF PROVIDE PITCH AS REC IT INTERLOCKING RUBBER DE PITCH AS REQUIRED P F J O PVC COLUMN ENCLOSURES, F'ERAWRAP, A A O FLUTED, RECESSED PANEL, I2" WIDE X AAWRAP, H16H, COLOR: WHITE. WIDE X FIRST FLOOR _ NOW I~F- IF ELEV. o'-o' PROVIDE DECORATIVE ACCENTS: WATERTABLE, REMOVE EXISTING FINISH AND PROVIDE /INSTALL 18" LONG SECTIONS A( A055 ENTIRE LENGTH OF LOW STONE. ADJUST HEIGHT OF COLUMN ENOL05RE BASE ACCOMODATE NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY Q DOLOR: TAUPE BY OWENS CORNING. INCREASED RAMP HEIGHT 2 "CULTURED STONE" FAGIN6. OWEN5 C CLASSIC SERIES. 15/4" THICK OVER E ING. OWEN5 CORNING, (HICK OVER EXI57IN6 STAINED RED CEDAR 5HIN6LE5. (TYPICAL) ON Ix ALQ PVC COLUMN ENCLOSURES, FERAWRAP, FLUTED, RECESSED SLOPE 6RADE UP TO LEVEL OF EDGE OF RAMP MASONRY SUBSTRATE ( GONTRAGTC ( CONTRACTOR 15 TO FURRING, STRIPS (SEE WALL SECTIONS FOR DETAILS). PANEL, AROUND EXISTING COLUMNS b" W x 84 H, COLOR: REMOVE EX15TINC FINISH AND PROVIDE / INSTALL AWED NEW CEDAR CONFIRM TO ACCEPT NEW EXISTING FINISH.) CONDITION OF Pi IDITION OF PARSING SEE SPECIFIOATIONS WHITE. RUN LEADERS WITHIN COLUMN ENCLOSURE (TYP) SHINGLES (DOUBLE (OUR BE). FACTORY STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACC FURRING STRIPS (SEE WALL 5ECTION5 FOR nNORTH ELEVATION DETAILS). SEE SPECIFICATIONS l L II ,.,ILIG v, III ~ui~ I/nn psn l I rW. I I\IIW WILVIIW/ yr , v EXI5TIN6 LOW PARTITION: ENTIRE WALL SURFACE 15 TO BE "CULTURED STONE" FACIN6, OWEN5 CORNING, CLASSIC, SERIES, 1 3/4" THICK TOP PORTION 15 TO BE PAINTED BENJAMIN MOORE, MOOROARD, LOW a Lv LUSTER, FORTIFIED ACRYLIC HOU5E PAINT, WHITE. (TYPICAL) REMOVE EXI51NG FINISH AND PROVIDE / INSTALL NEW CEDAR 506LE5 (DOUBLE COURSE). FACTORY STAINED RED CEDAR PITCHED ROOF NOTE: REMOVE EXI5TIN5 FINISH AND PROVIDE / INSTALL SHINGLES. (TYPICAL) ON Ix ACQ FURRING 5TRIP5 (SEE WALL STRIP EXISTING ROOFING TO 5HEATHIN6. PATGF 5ECTION5 FOR DETAILS). 5EE 5PEOIFCATION5 REPAIR EXI57I116 5HEATHIN6 ON AN AS REQUIR HEATHING. PATCH AND DN AN AS REQUIRED NEW CEDAR 5HIN6LE5 (DOUBLE COURSE). FACTORY 3-4 PROVIDE ICE DAM AND SHIELD THROUGHOUT, A D THR HROU UGHOUT, ALL ROOF OOF 2V6 5TAINED RED CEDAR 5HIN6LE5. (TYPICAL) ON Ix AOQ AREAS ARE TO RECEIVE NEW ASPHALT 5HIN6L ASPHALT SHINGLES: KE'r FLAN FURRING STRIPS (SEE WALL 5ECTION5 FOR DETAILS). SEE SPECIFICATIONS OAKRIPOE PRO 50 AR, DEEP 5HADOW. COLOR 3HADOW. COLOR. DRIFTWOOD NEW ROOFING (5EE- TYPICAL IT INTERLOCKING 4 ROOFING NOTE) 12 4 r 12 1 NEW STAIR 4 COMMERCIAL GRADE RESILIENT INTERLOCKING IF PROVIDE PITCH AS ,m 4 1- NEW A-067 RAILING. SEE RUBBER MATS ON E.PD.K ROOF PROVIDE PITCI 1 RAILING. 5EE 1/A5-2 REQUIRED 3 IZ30/06 ~ To WILDING owmr4w N 1/A3-2 NEW RAILINGS: REPLACE EXI5TIN6 RAILIN65 K' PERMAPORCH RAILINGS, "SAVANNAH" WITH 1/d'' 'INS RAILIN65 WITH 2 10/6/06 REVISED R4VIW NT LOCATIONS NPR \NNAH" WITH 1/2" SQUARE 1 6111 REVISED YUNVIA OGTFIGIIRATIONS Nit BI BI PICKETS AND DECORATIVE ARCH AS INDICATE[ LH A5INDICATED. BI DI DI DI DI DI DI P05TA ARE TO BE SQUARE DECK P05T5 WITH F GK P05T5 IN WITH ITH P POLY- REV DATE DESCRIPTION BY PYRAMID TOP- RAILIN6 15 TO BE 42" H. BE 42" H. 9 SECOND FLOOR /h 8 ELEV. 0-0" t 7 PVG COLUMN ENCLOSURE5, PERAWRAP, "RAF,, 6 WX106 ISSLED TO BUILDING PeARPEAM Nit OF f F - IF o- FFP I I F f FLUTED, RECESSED PANEL, 6" WIDE X AIDE X 5 1-1906 ISSUED TO BUILDING DWAR17-W NFR D D - IF O Illl 8'+- H15H, COLOR: WHITE. CULTURED STONE FACING (TYPICAL) 4 6-2406 ISSUED TO atm Nit FIR5T FLOOR_ 3 SA-06 RE-155LED TO WILDING DEPART ADIT Nit _ ELEV. O'-0" 2 4-50.06 1550 TO WILDING DEPARrIEAT Nit REMOVE EX15TINS FIN15H AND PROVIDE / INSTALL 1 4-1006 ISSUED TO DEL. NPR NEN CEDAR 5HINOLE5 (DOUBLE COURSE). FACTORY WRAP FX15TINO COLUMN WITH FVG EXI5TING LOW PARTITION: ENTIRE WALL 5URFACE PROVIDE DECORATIVE AGGE ~fP6Pd GRADE LEVEL WITH PUG 15 TO BE "CULTURED STONE" FACING, ONEN518" LONG SEOTION5 ACROSS ENTIRE LENGTH OF WRAP CULTURED STONE PAGING STAINED RED CEDAR 5HINOLE5. (TYPICAL) ON Ix ACQ Q COLUMIN ENCLOSURES, PERAWRAP, RAWRAP, CORNING, CLASSIC 5ERIE5, 1 3/4" THICK. TOP LOW STONE. DOLOR: TAUPE, BY OWENS CORNING. BACK TO DOOR BUCK SUB DATE DESCRIPTION BY FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). 3 FLUTED, REOE55ED PANEL, 6' WIDE X L, V WIDE X PORTION 15 TO BE PAINTED BENJAMIN MOORE, 5EE SPECIFICATIONS 8'i- HI'6H, COLOR: WHITE. (TYP) (TYP) MOORGARD, LOW LUSTER, FORTIFIED ACRYLIC PROVIDE AND INSTALL DECORATIVE TRELL15 EHASZ GIACALONE AS 5HOWN (SEE DETAILS FOR LARGER DWG. ) > (TYPICAL) HOUSE PAINT, WHITE. (TYPICAL) 3 FAST ELEVATION CULTURED STONE FACING (TYPICAL) ~ ARCHITECTS, P.C. AT WEST WING BUILDING I/8" 431 CONKL.IN STREET REMOVE EXISTING HN15H AND PROVIDE / INSTALL PITCHED ROOF NOTE. FARMINGDALE, NEW YORK 11735 NEW CEDAR SHINGLES (DOUBLE COUR5E). FACTORY REMOVE EXISTING FINISH AND PROVIDE /INSTALL STRIP EXI5TIN6 ROOFING TO 5HEATHIN6. PATCH REPAIR EXISTING 5HEATHIN6 ON AN AS REQUIR! HEATHIN6. PATCH AND TEL:(516)420-8383 FAX:(516)420-0195 7N AN AS REQUIRED BA515. STAINED RED CEDAR 5HIN6LE5. (TYPICAL) ON Ix ACQ NEW CEDAR 5HIN5LE5 (DOUBLE COURSE). FACTORY PROVIDE ICE DAM AND SHIELD THROUGHOUT, AI 7 THROUGHOUT, ALL ROOF THESE PLANS ARE AN FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). STAINED RED CEDAR SHIN6LE5. (TYPICAL) ON Ix ACQ AREAS ARE TO RECEIVE NEW ASPHALT SHINOLI 3-4 FURRING STRIPS (SEE WALL 5EGTION5 FOR DETAILS). OAKRID6E PRO 50 AR, DEEP 5HADOW. COLOR ASPHALT SHINGLES: INSTRUMENT OF SERVICE SEE SPECIFICATIONS ;HADOK COLOR AND ARE THE PROPERTY ~o°o °oi of REMOVE EXI57ING A/C, UNI75 AND SEE 5PEVFICATION5 DRIFTWOOD OF THE ARCHITECT 000 o0 INFRINGEMENTS WILL BE OL05E OPENING WITH MATCHING REMOVE EXISTING FINISH AND PROVIDE / INSTAI >ROVIOE / INSTALL PROSECUTED CONST. OF EXI5T. WALL. (TYP) WHERE NEW CEDAR SHINGLES (DOUBLE COURSE). FACTO COURSE). FACTORY PTAO UNIT 15 LOCATED IN EXIST. OPENING WIDEN OPENING AND STAINED RED CEDAR 5HINCLE5. (TYPICAL) ON Is s. (TYPICAL) ON Ix ACQ PROJECT PROVIDE LINTEL AS REQUIRED FURRIN6 STRIPS (SEE WALL SECTIONS FOR DET/ DTION5 FOR DETAILS). S A 7~V1 T701 %TT BEACH SEE SPECIFICATIONS ~.7t11RESOPLT T INTERLOCKING 3800 DUCK POND ROAD COMMERCIAL GRADE RESILIENT INTERLOGKIN6 RUBBER MATS ON F PROVIDE PITCH CUTCHOGUE, NEW YORK 11935 E.P.D.M. ROOF PROVIDE PITCH AS VIII IIIr'=I REQUIRED C G G f~4 G G G G G I1 A RUBBER MATS ONA E.PD SIL ROOF PROVIDE PTGF 1 II r NEW RAILIN65. REPLACE EXI5TIN6 RAILIN65 All IN6 RAILIN65 WITH DRAWING NNAH" WITH TESQUARE MOTEL ! RESTAURANT g1h II II II SECOND FLOOR L J L J J L J L J L J L J L_ J PERMAPORCH RAILIN65, "SAVANNAH" WITH I Y" PICKETS AND DECORATIVE ARCH AS INDICATEL CH 115 INDICATED. % 42SH wIn POLY- Y ELEV. 10'-O" 3 P057A ARE TO BE 5MARE DECK POSTS WITH F PYMID TOP- RAILIN& 70 BE 4" 1 3E WEST WINS ELEVATIONS L J H 91m HE CULTURED STONE"1FAGIN6? H. H H H H H _ OWENS C IN6. OWENS CORNING, CLASSIC SERIES. 1 5/4" THICK OVER I 7HIOK OVER EX15TIN& DATE 2/5/06 DRAWN BY GDB Aj-,_FIIRST FLOOR MASONRY SUBSTRATE. (CONTRACTC ( CONTRACTOR 15 TO Y ELEV. O'-O" - CONFIRM EXISTING CONDITION OF F, VITION OF PAROINO SCALEAS NOTED CHECKED BY NFR REMOVE EXISTING A/C UNITS AND REMOVE EXISTING FINISH AND PROVIDE /INSTALL "CULTURED STONE" FACING. OWENS CLOSE OPENING WITH MATCHING L J L J L J TO ACCEPT NEW FINISH.) NEW CEDAR 5HINOLE5 (DOUBLE COURSE). FACTORY PROJECT 01126.00 SHEET 6 OF 15 CORNING, CLASSIC, SERIES. 15/4" GONST. OF EXIST. WALL. (TYP.) STAINED RED CEDAR 5HINSLE5. (TYPICAL) ON Ix ACQ NEW 6" WOOD P05T WITH PVC, COLUMN OoWMN THICK OVER EXISTING MASONRY FURRING 57RIP5 (SEE WALL SECTIONS FOR DETAILS). ENCLOSURES, PERAWRAP, FLUTED, RECESSED M, RECESSED DRAWING NO. ITE (TYP) 5U557RATE. ( CONTRACTOR 15 TO CONFIRM EXISTING CONDITION OF LOCATE NEW PTAG UNI75 UNDER SEE 5PEOIFIOATION5 PANEL, 12"W x 9'!H, COLOR. WHITE (TYP) PARGIN6 TO ACCEPT NEW FINISH) WINDOWS. PROVIDE OPENING WRAP EXI5TIN6 COLUMN WITH FVG COLUMN REMOVE EXISTING A/C UNITS AND UNITS AND ~4EPE RC iT ML Ak ML AND NEW LINTEL AS REQUIRED. SEE DETAIL 4A/A5-4 (T'I'P) ENCLOSURES, PERAWRAP, FLUTED, REGE55ED GLOBE OPENING WITH MATGHIN5 LATCHING ,~a ^ ~ O~~ PANEL, 6" WIDE X 6'+- 1416H, COLOR: WHITE. (TYP) CON57. OF EXI5TING WALL. NLL. ? o m r 4WE5T ELEVATION L~PmipY No. oimam3 ~~3 ~F THE SlNt AT VAST WING BUILDING I/8" = V-O.. REMOVE EXISTING FINISH AND PROVIDE / INSTALL NEW CEDAR SHINGLES (DOUBLE COURSE) FACTORY STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix AGO PITCHED ROOF NOTE: STRIP EXI5TIN6, ROOFINGI TO SHEATHING PATCH 1TOH FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). AND REPAIR EXISTING SHEATHING ON AN A5 5 SEE SPECIFICATIONS REQUIRED BASIS. PROVIDE ICE DAM AND SHIELD HELP THROUGHOUT, ALL ROOF AREA5 ARE TO RECEIVE i0 4 F_ O AR, R, NEW ASPHALT SHINGLES: OAKRIOSE PRO 50 AR, DEEP 5HADOW. COLOR. DRIFTWOOD 8 ELEVATION NOTES: 3-3 RAISED ROOF SLOPE NEW RAILINGS: REPLACE EXISTING RAILINGS WITH _ PERMAPOROH RAILINGS, "SAVANNAH" WITH I YY SQUARE f _ PICKETS AND DECORATIVE ARCH AS INDICATED. I: NEW RAILIN55: REPLACE EX15TINS RAILIN65 WITH PERMAPORGH RAILINGS, "SAVANNAH" WITH 15/411 SQUARE PICKETS AND DECORATIVE ARCH AS INDICATED, P05T5 ARE TO BE SQUARE DECK P05T5 WITH DI DI POSTA ARE TO BE TOP- RAILING I15 O PECK 5E 42 POSTS WITH POLY- POLY-PYRAMID TOP - RAILING 15 TO BE 42" H. MINIMUM. 5EGOND FLOOR 2: CLEAN AND STRIP EXI5TIN6 VENTS AND APPLY THREE COAT5 OF tF ELEV. BENJAMIN MOORE, MOORGARO 103 LOW LUSTRE FORTIFIED ACRYLIC HOUSE PAINT, WHITE 3: STRIP EXISTING ROOFING TO SHEATHING PATCH AND REPAIR L J 1~ L J ~ O - EX15TINO 5HEATHIN6 ON AN "AS REQUIRED BA5I5". INSTALL OE DAM O O O O O O O O O L Y AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO REGEIVE NEW rtk rtk rtk rtk ASPHALT 506LE5: OAKRIDSE PRO 50 AR, DEEP 5HADOW. COLOR IRST FLOOR _ DRIFTWOOD ELEV. Q5TING A/C UNITS AND NEW EGRESS WINDOW. 4. "CULTURED STONE" FACIN6. ONEN5 GORNIN6, CLASSIC SERIES. 15/4' CULTURED STONE FACING REMOVE EXISTING A/C L ENIN6 WITH MATCHING I RAISE WINDOW HEAD HI5HT TB REMOVE EXISTING FINISH A1ND PROVIDE / INSTALL THICK OVER EXISTING MASONRY SUBSTRATE. (CONTRACTOR 15 TO (TYPICAL) CL-05E OPENING WITH Mi GONST OF EXIST WALL. EXIST WALL. (TYP.) ACCEPT NEW EGRESS WINDOW NEW CEDAR SHINGLES (DOUBLE COUR5E). FACTORY CONFIRM EXISTING CONDITION OF PAR5INC TO ACCEPT NEW FINISH) LOCATE NEW PTAG UNIT`. W PTAC UNITS UNDER REMOVE EXISTING FINISH AND PROVIDE / INSTALL STAINED RED CEDAR 5HIN51LE5. (TYPICAL) ON Ix AOQ 'ROVIDE OPENING NEW CEDAR SHINGLES (DOUBLE COURSE), FACTORY FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). 5: COMMERCIAL CRAVE RE51LIENT INTERLOCKINO RUBBER MATS ON SOUTH ELEVATION WINDOWS. PROVIDE OPE INTEL AS REQUIRED. 5TAINED RED CEDAR SHINGLES. (NPICAU ON Ix ACQ SEE 5FECIFI6ATION5 E.PD.M. ROOF PROVIDE PITCH AS REQUIRED AT EAST WING BUILDING I/8" = I'-0" AND NEW LINTEL AS RE( SEE DETAIL 4A/A3-4 (T 4A/A3-4 (TYP) FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). b: OUTDOOR CEILIN65, SOFFITS, OVERHAN65 ALL EXPOSED SOFFITS, ETC. ARE TO BE FINISHED WITH PERMAPORGH BEADED GEILIN6 PANELS AND FINISHED AT WOES WITH PERMAPORGH CEILING MOULDIN65, 2 Xy" x REMOVE E) - REMOVE EXISTING FINISH AND PROVIDE / INSTALL I W x I2' SECTIONS. ALL ARE TO BE PRE-FINISHED WHITE. NEW CEDAF NEW CEDAR 5HINGLE5 (DOUBLE COURSE). FACTORY STAINED RP STAINED RED CEDAR SHINGLES. (TYPIOAIJ ON Ix ACQ T: CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 SHOWN WITH MEASURED DIMENSIONS IN THE FIELD. DIMENSIONS 5HOWN ARE TO BE ADJUSTED TO FURRING 51 SEE SPEGF FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). SEE 5PEGIFIGATION5 FIT DIMENSIONS IN FIELD. 12 4 PITCHED R( STRIP T5 PITCHED ROOF NOTE: STRIP EXISTING ROOFING TO 5HEATHIN6. PATCH AND REPAIR 5: CONTRACTOR 15 TO REPLACE ALL TRIM NOT PROVIDED FOR IN THE EXISTING 5 EXISTING SHEATHING ON AN AS REWIRED BA515. PROVIDE ICE OUTLINED FIN15H WORK SHOWN ON THESE DRANIN65, 50 AS TO PROVIDE A COMPLETELY FINISHED EXTERIOR BUILDING. MATERIAL TO BE USED 15 DAM AND E DAM AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RI610 CELLULAR PVC BOARDS AND MOULDINC5 BY AZEK BUILDING RECEIVE N[ RECEIVE NEW ASPHALT SHINGLES: OAKRID6E PRO 50 AR, DEEP b PRODUCTS.. 5HADOW.C 5HADOW. COLOR: DRIFTWOOD 3-3 PROVIDE AND INSTALL OEfCORATIVE TRELLIS REPLAGI REPLACE EXISTING STAIR E RAILING. SEE 2/A5-2 AS SHOWN (SEE DETAILS FfOR LARGER DWG. ) 9: ALL EXISTING EXTERIOR FIRE EXTINSUI5HER5 ARE TO BE REMOVED COMMERCIAL GRADE RESILIENT INTERLOOKING PRIOR TO INSTALLATION OF FINISH MATERIALS, AND RE-INSTALLED IN SAME LOCATION WHEN INSTALLATION 15 COMPLETE. RUBBER MATS ON E.P.D.M. ROOF PROVIDE PITCH AS REQUIRED III Z Z Z h V ELEV NIO'-O' OR Il; to o L_ J I~ „ 11111111111 n, ill", J-Lu CULTURED STONE FACING B B B B B (TTPIOAL) rtw rtK LAI 111 11 rtk rtk rtk Ah FIRST FLOOR _ em ~ B "ELEV. O'-O" CATE NEW PTAC UNITS UNDER PVC COLUMN ENCLOSURE5, PERAWRAP, PROVIDE DECORATIVE ACCENTS: WATERTABLE, "CULTURED STONE" FAGIN6. OWEN5 CORNING, WILOCATE NEW PT NDOWS. PROb ,11DOWS. PROVIDE OPENING FLUTED, RECESSED PANEL, 6" WIDE X IB" LONG SECTIONS ACROSS ENTIRE LENGTH OF GLA55IG SERIES. I s/4" THICK OVER EXI5TIN6 AND NEW LINTEL ID NEW LINTEL AS REQUIRED. 84- HIGH, COLOR: WHITE. RUN LEADERS LOW STONE. COLOR: TAUPE, BY OWENS CORNING. MASONRY SUE35TRATE. ( CONTRACTOR I5 TO 5EE DETAIL 4/F E DETAIL 4/A3-4 (TYP) WITHIN COLUMN ENCLOSURE (NP) CONFIRM FX15TINO TO ACCEPT NEW FINI5H CONDITION OF PARGING 2 NORTH ELEVATION AT EAST WING BUILDING I/8" = 1'-O" rtcnuv[ cn ~ no r n nw REPLAGE EXI5TIN5 STAIR 6 NEN CEDAR 5HIN61-E5 (DOUBLE COUR5E). FACTORY 2 RAILING. SEE I/A3-2 PITCHED f PITCHED ROOF NOTE ~J STAINED RED CEDAR SHIN61.E5. (TYPICAL) ON Ix ACQ FURRING STRIPS (SEE HALL SECTIONS FOR DETAILS) 3-4 STRIP EXI STRIP EXI5TING ROOFING TO SHEATHING. PATCH AND REPAIR ~r EXISTING ASPHALT EXISTING SHEATHING ON AN AS REQUIRED BA51S. REPLACE ASPHALT SHINGLES WITH ICE DAM AND SHIELD THROUGHOUT, ALL REPLACE EXIST. DECKING WITH "TIMBERTECH' DECKING. SEE SFEGFICATION5 ROOF ARI ROOF AREAS ARE TO RECEIVE NEW ASPHALT 5HINGLE5: COLOR: CEDAR (TYPICAL) DO NOT PROVIDE "DRY SPACE" ON UNDERSIDE OF DECK OAKRID51 OAKRID5E PRO 50 AR, DEEP 5HADCA. COLOR: DRIFTWOOD 4 ON EAST 51DE OF BUILDING CN7~ NEW STAIR 6 I 4 rl? RAILING. SEE M4 -2 KEY FLAN FLAT ROOF NOTE: STRIP EXISTING ROOFING TO 5HEATHING, PATCH AND REPAIR G P /A3-2 MAAT5 TS ON ON -COMMERCIAL GRADE RESILIENT INTERLOCKING RUBBER EP MATS ON E.P.D.H. ROOF PROVIDE PITCH A5 REQUIRED EXISTING 5HEATHIN6 ON AS AS REQUIRED BA515. REPLACE WITH NEW RAILING - NEW RAILING5. REPLACE EXISTING RAILINGS WITH 4 MINERAL SURFACED ROLL ROOFING II II II II - PERMAPORG PERMAPORCH RAILINGS, "SAVANNAH" WITH I Yi' 50UARE PICKET5 AND DECORATIVE ARCH AS INDICATED. 3 BI DI DI i DI DI _ DI _ EI EI PIGKET5 ANC POSTA ARE TO BE SQUARE DECK POSTS WITH POLY- - I q I1 , o G_ u G I ~ PPYRAMID TO PYRAMID TOP- RAILING 15 TO BE 42'H 2 12H0/OB 155U5D TO 61ALDIN6 D~Nt7181T IFR . ,It~,~SECOND FLOOR 1 11 KXaLMEMS REJISIOO NR REV DATE DESCRIPTION BY L J I L J ~ ~ L J 9 O O O N__/ O Q i I IPI OO O O E 8 rtAC rtrc L 7 gt~, FIRST Y ELEV. 10'-0" t - l-alFLOOR ~ nnc ELEV. O'-O" 6 11 WO To EULDING DEPARMW NFR REMOVE EXISTING FIN15H AND PROVIDE / INSTALL -"GULTURED STONE" FACING. OMENS CORNING, 5 1-24-00 IYISDEPARlty NFR REMOVE EXI5TIN6 FINI5H AND PROVIDE / INSTALL LOCATE NEW FTAC UNITS I UNDER WINDOH5. REMOV REMOVE EXISTING A/G UNI75 AND NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY "CULTURE[ CLASSIC SERIES I s/y" THIO.K OVER EXISTING 4 6-24-00 159M TO Oma NFR NEN CEDAR 5HINGLE5 (DOUBLE COURSE). FACTORY PROVIDE OPENING AND NBEN LINTEL AS GLOBE 6L05E OPENING WITH MATCHING 57AINEED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACQ GLA5510 FURRING 57RIP5 (SEE WALL SECTIONS FOR DETAILS). MASONRY MASONRY SUBSTRATE. ( CONTRACTOR 15 TO 3 5-1-00 REIS'S.ED TO BUILDING DEPARiMEM NFR STAINED RED CEDAR SHIN6LE5. (TYPICAL) ON Ix ACQ REQUIRED. SEE DETAIL 4P6,/A3-4 (TYP) GONST I GONST. OF EXIST. WALL. (TYPJ SEE 5PEGIFIGATION5 GONFIRM CONFIRM EXISTING CONDITION OF PAROIN6 FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). A GT FELEY/AT I O~ SEE SPECIFICATIONS ~ l"'~.J TO AGGEF TO ACCEPT NEW FINISH) 2 4x0-00 15mm TOBUILDINGDEPARTM NT NFR AT EA5T WING BUILDING I/8" = I'-O" CULTURED STONE FACING ON TH15 WALL 1 4-10.00 ISSUED TO DEC, !FR SUB DATE DESCRIPTION BY REPLACE EXIST. DECKING WITH "TIMBERTECH" DECKING. COLOR: GEDAR (TYPICAL) DO NOT PROVIDE "DRY SPADE" ON UNDER51DE OF DECK EHASZ GIACALONE ON EAST SIDE OF BUILDING ARCHITECTS, P.C. 431 CONKLIN STREET PITCHED ROOF NOTE: FARMINGDALE, NEW YORK 11735 REMOVE EXI5TIN6 FINISH AND PROVIDE / INSTALL 57RIP EX15TINO ROOFING TO SHEATHING. PATCH AND RZEPAIR TEL:(516)420-8383 FAX:(516)420-0195 NEH CEDAR 5HIN61-E5 (DOUBLE COURSE). FACTORY STAINED RED CEDAR SHINGLES. (TY(PIGAL) ON Ix AGO EXISTING SHEATHING ON AN AS REQUIRED 13AS15. REPL.AGE FURRING 5TRIP5 (SEE HALL SECTIOtlN5 FOR DETAILS). 3 4 ASPHALT SHINGLES WITH ICE DAM AND SHIELD THROUEziHOUT, ALL ROOF AREAS ARE TO RECEIVE NEW ASPHALT SHINGLE5: THESE PLANS ARE AN SEE SPECIFICATIONS OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: 0RIFTVWOOD INSTRUMENT OF SERVICE RAISED ROC AND ARE THE PROPERTY ~T13 RAISED ROOF PITCH. OF THE ARCHITECT 000 °DO °Do SEE 5EOTIOF SEE SECTION e/A3-3 INFRINGEMENTS WILL BE COMMERCIAL GRADE RESILIENT INTERLOOKIN6 RUBBER REMOVE EXI'. REMOVE FX15TINS FIN15H AND PROVIDE / INSTALL PROSECUTED MATS ON E.P.D.M. ROOF PROVIDE PITCH AS REQUIRED 12 NEW CEDAR NEW CEDAR SHINGLES (DOUBLE COURSE) FACTORY PROJECT NEW RAILIN65: REPLACE EXI5TIN6 RAILIN65 WITH NEW 5T AIR STAINED IRE STAINED RED CEDAR SHINGLES, (TYPICAL) ON Ix A00 ~T l~7~ ~7 A PERMAPORGH RAILING-5, "SAVANNAH" WITH I Yi` SQUARE PICKETS AND DECORATIVE ARCH AS INDICATED. /fbti? RAILING. SEE FURRING 57 I/A3-2 FURRING STRIPS (SEE K6,LL SEGTION5 FOR DETAIL5). SAl V '1 ORIi V I BEACH l P05TA ARE TO BE SQUARE DECK P05T5 WITH POLY- SEE SPEGIFU SEE SPEGIPIOATION5 RESORT PYRAMID TOP- RAILING 15 TO BE 42" H. - G.CJOWNER - G.OJOKNER TO COORDINATE RAISED ROOF 3800 DUCK POND ROAD 12 LOCATION W iiiiiii DI DI DI DI DI 4 i RELOCATE V LOCATION WITH EXISTING WINDOW LOCATION. EI Ell PEI AI D RELOCATE WINDOW IF REQUIRED CUTCHOGUE, NHW YORK 11935 ~ I o 0 DRAWING MR n .SECOND FLOOR _ ELEV 10'-O" t ILI GULTUREE -"GULTURED STONE" FACING. OWENS CORNING, MOTEL W RESTAURANT CLASSIC CLASSIC, SERIES. I THICK OVER EXISTING EAST WING ELEVATIONS o MASONRY B B B e N B GoNFIRM MASONRY SUBSTRATE. ( CONTRACTOR 15 TO CONFIRM EXISTING CONDITION OF PARGING D B B B TO AGGEF TO ACCEPT NEW FINISH.) n - nk P-P FIRST FLOOR rt rt DATE 2/510b DRAWN BY GDS V ELEV. O'-O" REMOVE EXI5TIN6 FINISH AND PROVIDE /INSTALL SCALEA5 NOTED CHECKED BY NFR NEN CEDAR 5HINOLE5 (DOUBLE COURSE). FACTORY REPLACE EXI5TING STAIR 4 RAILING. SEE I/A3-2 LOCATE NEW PTAG UNITS UNDER WINDOWS PVO COLUMN ENCLOSURES, PERAWRAP, PROVIDE AND INSTALL DECORATIVE TRELLIS 57AINED RED CEDAR 5HINSLE5. (TYFIOAU ON Ix ACQ FLUTED, RECESSED PANEL, 6" WIDE X PROJECT oT ze.o0 SHEET. -1 OF 15 AS 5HOHN (5EE DETAILS FOR LARGER DNG.) FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS), PROVIDE OPENING AND NEW LINTEL SEE SPECIFICATION5 AS REQUIRED. SEE DETAIL 4/A3-4 (TYP) 8'+- HIGH, DOLOR: WHITE WING NO. EXISTING LOW PARTITION: ENTIRE WALL SURFACE 15 TO BE "CULTURED PROVIDE DECORATIVE ACCENTS: NATERTABLE, CULTURED STONE FACIN6 (TYPICAL) STONE" FACING, OPENS CORNING, CLASSIC 5ERIE5, 1 3/4" THICK. TOP 16" LONG SECTIONS ACROSS ENTIRE LENGTH OF ER c ~ pn~~ sac TF PORTION 15 TO BE PAINTED BENJAMIN MOORE, MOORGARD, LOW LUSTER, LOW STONE, COLOR: TAUPE, BY OPENS CORNING. / 5 <p2 WEST ELEVATION 4 AT EAST WING BUILDING FORTIFIED ACRYLIC HOUSE PAINT, WHITE. (TYPICAL) n 4rim 4" p mom "iF-~'° ~OF THE St P~E~ i 3 6-0" 6'-O" FLAT ROOF NOTE: PITCHED ROOF NOTE: STRIP EXISTING ROOFING TO STRIP EXISTING ROOFING TO O O O O 5HEATHIN0. PATCH AND REPAIR SHEATHING. PATCH AND REPAIR EX15TINO 5HEATHING ON AS AS EXI5TIIN5 5HEATHING ON AN AS !20 OLL. 1 O in ~n o REOUIRED BASIS. REPLACE WITH REQUIRED BASIS. REPLACE MINERAL SURFACED ROLL ROOFING ASPHALT SHINOLE5 WITH ICE DAM AND SHIELD 1 1 EXIST. 50'41 531_0" DINING OT O O O O O O O AREA OT 65 5'-O" 3'-0" 5'-0" SEE NOTE I FOR SCOPE OF WORK ANDIN 1 1 (DL LL SEE NOTE 8 FOR NEW H.G. RAMP H GUARD LINE OF BUILINO BELOW 1 F----------------, v 1 _ SCOPE OF WORK RAIL Q I I o OT b'-6" 4'-0" o AM UP 1 EXIT: DOOR J MIN _ :12 AX T'-0 m N y. j 32" REQUIRED (MIN.) T ! v ? / r 32" PROVIDED NEW HVAC UNIT FOR THE 213 GAPAUTY tiMP/ v RESTAURANT (SEE MECH. DWA'S.) 1 55 AGTUAL PEOPLE OA OVE 5 EXIST. PLAT ROOF I ~ o w- ill r BAR _ e- pg_I REMOVE EXIST. ° ON ABOVE ii HANDRAILS. EXIST. `O STAIRS E GONG Q R Il 1 (2 TYP) PLANTER TO REMAIN % i I FOR RAMP SUPPORT l - `r X Q v O l 4 f SEE NOTE I FOR Q R l v EXIST. l SEE NOTE 5 FOR SCOPE OF WORK 0 r O 4'-0" KITCHEN ` SCOPE OF WORK Q R R I v FLAT ROOF i O SEE NOTE 6 FOR N SEE NOTE 2 FOR SCOPE OF WORK O SCOPE OF WORK SEE NOTE 5 FOR i r SEE NOTE 6 FOR SCOPE OF WORK O :o REMOVE EXISTING- 41 SCOPE OF WORK WALL II NEW F.E. SEE SEXIST. TAGE q I DETAIL -I/A2-5 l OQ ABOVE l BOV (TYP) EXIT: DOOR o ( P T-O„ 3._01, 4,_8„ 4'_6" TRIPLE UP EXIST. ROOF JOISTS UNDER NEW EQUIPMENT (TYP) 32" REQUIRED (MIN.) O 4 4 6 B 32" PROVIDED 0 213 GAPAUTY Q ,Q P q Q O O Q O Q Q q O DOWNSPO ABOVE~P) DOWNSPOUT 3-5 65 AGTUAL PEOPLE (TYP) (TYF) I / 9 5 SEE NOTE 10 FOR TYP 5EE NOTE -1 FOR SCOPE OF WORK NEW PARTITION: RTITION: SCOPE OF WORK 2x4 WOOD STUD ® IE OD STUD ® 1611, O.G. I i WITH 5/5" MOLD RES MOLD RES15TANT 7. SEE SPECS USE L-------------- 8 RESTAURANT EORESS PLAN I~B - I-o RAILINGS WITH REPLACE EXISTING RAILINGS WITH GYP. BD. SEE SPEGE REEPLPLAACE E EXI EX1STING RAILINGS, "SAVANNAH" PERMAIFORGH RAILINGS, "SAVANNAH` "WONDERBOARD" GE RBOARD"CEMENT LINE OF BOILING BELOW WITH I Y," SQUARE PICKETS AND REMOVE EXISTING GONGR WITH I {s" SQUARE PICKETS AND BOARD DECORATIVE ARCH AS INDICATED. B 3 PLATFORM AND STEPS (IN DECOPOSTAREATIVE TO BE ARCH AS SQUARE INDIDECKCATED. PO51T5 POST ARE TO BE SQUARE DECK POSTS DISREPAIR) AND REPLACE WITH POLY-PYRAMID TOP- RAILING 1`-5 NOTE EXIT WINPOWNT DATA. WITH POLY-PYRAMID TOP- RAILING IS KIND TO BE 56" H. SEE DETAIL IO/A3-5 FOR LOAD PATH TO BE 42" H. (TYP) TRANSFER CONNECTION DETAILS FOR EGRE55 EGRESS WIDTH ALL NEW CONSTRUCTION COMPONENT EXIT: COMPONENT REQUIRED fiv WIDTH XX REQUIRED F I R57 FLOOR FLAN REE 7 AURANT va" = P-O" PROVIDED XX PROVIDED XXX CAPACITY -CAPACITY - EGRE55 30'-4" AGTUAL XXX ACTUAL PEOPLE COMPONENT WIDTH CAPACITY PROVIDED / EGRESS WIDTH PER OCCUPANT SCOPE OF WORK: EXIT TRAVEL DISTANGETRAVEL DISTANGEv I. REMOVE EXISTING CARPET AND UNDERLAYMENT. REPLACE WITH SHEET VINYL. PATCH EXISTING SUBFLOOR AS REQUIRED TO RECEIVE NEW FLOORING (AS PER PROVIDE 2-1/2" 6 3-5/6" MTL. 5TLCG E z WVFRE REOD FOR EABOVE MANUFACTURER'S INSTRUCTIONS). TRACK AS - - XX'-X" < 250'-0" MAX. - 4- ? - - - - - (j~ - - - - - - TO UNDERS1IDE DE OF OF DECK A 2 RE:57AURANT ROOF FLAN EW HANDICAPPED 2. REMOVE EXISTING TOILET WALLS, FIXTURES, ETC. PROVIDE PED T SHIM ~TE ~ MOD D. 0D 13 B FIRE RE5157IVE ACTUAL < REQUIRED OCCUPANT I_ DIRECTION LOCKING TOILETS AS INDICATED ON PLAN. USE MOLD REISTANT GYP. BD. (SEE SPEC ' (MAX.) LOAD OF SIR' , ' 7 , EGRE55 5. REMOVE EXI57ING WINDOWS AND REPLAGH ^ I I-t N=n In== rv lvlll GYP. BD. WALL ' 7 ; C X 4. MAINTAIN EXISTING WOOD FIN15H ON WALLS, PATCH AS REQUIRED DUE TO WINDOW FIRE EXTINGUISHER CABINET REPLACEMENT. FIRE E NOTE: BOTTOM OF ROUGH oPENIN6 HEIGHT 15 35" A.F.F. 1,-0," PLATFORM SLAB- 5. REMOVE EXISTING DUCTWORK AND SURROUNDING WALLS. G.G. TO VERIFY THAT NOTE: COORDINATE ALL DIMENSIONS W/ MF6 RO 2_p 5" GONG. SLAB ON 4" GRAVEL rsl, THESE ARE NON-LOAD BEARING. CONTACT ARCHITECT IF THEY ARE LOAD #4012" o.c. TOP OVER COMPACTED SUBGRADE BEARING. INFILL FLOOR OPENING WITH NEW FLOOR JOISTS AND SUBFLOOR TO O FLA V DETAIL @ FIRE EXT I N -XTINOUISHER #4 CONT. &X&-W2.OXW2.O WWM - - - - MATCH EXISTING. FINISH FLOOR WITH NEW SHEET VINYL. a 6, REMOVE EXISTING EXTERIOR DOOR AND REPLACE WITH NEW (SEE DOOR 1 1/2" = 1'-0" SGHEDULE). 4 "1. REMOVE EXISTING INTERIOR DOOR AND REPLACE WITH NEW (SEE DOOR PIITGHED ROOF NOTE: 7TE: MOPING TO 5HEATHIN6. PATCH AND REPAIR #4@12" E30T. SCHEDULE). STTRIP EXISTING ROOFING TO 5 ENLISTING SHEATHING ON AN AS N6 ON AN AS REQUIRED 5A5I5. REPLACE x #44D12" o.c. PALS. X LG. I 8. REPLACE INSULATION AS REQUIRED. ASPHALT SHINGLES WITH ICE D !S WITH ICE DAM AND SHIELD THROUGHOUT, ALL Q ROOF AREAS ARE TO RECEIVE TO RECEIVE NEW ASPHALT SHINGLES: Q ( • #4®12" CONT. KE I FLAN I m OAKRID6E PRO 50 AR, DEEP E O AR, DEEP SHADOW. COLOR: DRIFTWOOD im REMOVE EX15TINO FINISH AND PROVIDE / INSTALL. NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY I FLAT ROOF NOTE: 5TAII RED CEDAR SHINGLES (TYPICAL) ON Ix PALO PAVING 9 STRIP EXI57I146 ROOFING TO EMOVE EXISTING FINI5H AND PROVIDE / INSTALL 4 F 12 - FURRING STRIPS (SEE WALL SECTIONS FOR OETAILL5). I • 8 SHEATHING. PATCH AND REPAIR REMOVE EXI5TING EXI5TING SHEATHING ON AS AS NEW CEDAR SHIN6l EW CEDAR SHINGLES (DOUBLE COURSE). FACTORY SEE SPECIFICATIONS s' REQUIRED BASIS. REPLACE WITH STAINED RED CED, TAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACQ MINERAL SURFACED ROLL ROOFING FURRING STRIPS (S SEE SPEOIFIOA7101 URRING STRIPS (SEE WALL SECTIONS FOR DETAILS). SEE SPECIFICATIONS ' VERT. IF. 6 DPA106 lw" TO BUILDING MPARME N92 ' S • 5 1-2906 1%0 To BUILDING DEPARTMENT NFR Q Q Q Q 12 REMOVE EXI5TIMO FINI5H AND PROVIDE / INSTALL 4 6-24-06 Issw TO O*ER Nit GUARD RAIL (TYP) ` NEW CEDAR 5HINJGLE5 (DOUBLE COURSE). FACTORY Q Q Q Q Q Q Q Q Q 0 Q Q GUARC 7 STAINED RED HAND RAIL (TYP) O O O OR T , FURRING STRIPSE(SEE WALL SECTIONS FOR ETAILS).. ' VERT. OF 3 59-0B RE-II TO BUILDING DEPARTIW NFR GUARD RAIL (71'P) \ O O O T HAND UHHU f 2 4-3CJ-06 15M TO EIJILDMG DEPARTMENT N92 HAND RAIL (TYP) OK O O O SEE SPEGIFIGATI'IONS I Q 1 410}-06 II TO DEc. NFR FIRETi FLOOR ELEVS 22'-IO" ± 0 SUB DATE DESCRIPTION BY FIRST FLOOR _ - m GRADE_ ELEV. O'-O" 14 ELEV. 2'-10" ± GRADE EHASZ GIACALONE REMOVE EXI5TING FINISH AND PROVIDE /INSTAL "CULTURED STONE" ELEV. U U PAGING. OWENS CORNING, I ARCHITECTS, P.C. NEW CEDAR SHIN6LE5 (DOUBLE COURSE). FACTORY CULTURED 51fONE" PAGING. 04 15/q" THICK OVER EXISTING PROVIDE DEGOFZATIVE ACCENTS WATcRTABLE, PROVIDE DECORATIVE ACCENTS: AA RTABLE, STAINED RED CEDAR 5HIN&LE5. (TYPICAL ON Ix A00 C:LASSIG SERIES. 1 5/q" THICK C ( GONT RATE. ( CONTRACTOR 15 TO NEW RAMP. FEE 4/1 18" LONG SEGTICJN5 ACROSS ENTIRE LENGTH OF 431 CONKLIN STREET IW LONG SECTIONS ACRO55 ENTIRE N6TH OF FURRING STRIPS (SEE WAALL SECTIONS FOR DETAILS). I NEW SUBSTRATE. LOW STONE. COLOR: TAUPE, BY O 5 CORNING. SEE SPECIFICATIONS - - CONFIRM E,XISTIN6 CONDITIOP FINISH.) G CONDITION OF PARSING LOW STONE. COLLOR: TAUPE, BY OWENS CORNING. FINISH.) 1~--==_--___---_------ 31EktRaLMIGS. sEeLACEI~ciISrlN6iRAtLINe£~1m = - - - - - - - - - - - - - - - - Ti - - - i ~ "CULTURED SiTONE" PAGING. OWENS CORNING, #4®I2^ coNT. FARMINIGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 PERMAPORCH RAILINGS, "SAVANNAH" WITH I Ys" 50UARE L`1 CLASSIC SEERIE5. 19/a' THICK OVER EXISTING PICKETS AND DECORATIVE ARCH AS INDICATED 8" DIA. GOl 8" MIA. GONG. PIER FOUNDATION, MA50NRY 56UB5TRATE. ( CONTRACTOR 15 TO PLATFORM FOX)ATION WALL SECTION THESE PLANS ARE AN P05TA ARE TO BE 50UARE OEGK P05T5 WITH POLY- MIN. 5'-0" E MIN. 3'-O" BELOW GRADE TO BOTTOM CONFIRM EXCI5TING CONDITION OF PARGING GI 3/4" 1'-0': INSTRUMENT OF SERVICE PYRAMID TOP- RAILING 15 TO BE 42" H. OF FOOTING OF FOOTING (TYP) 4 A,ST ELEVATION TO ACCEPT NEW FINISH.) AND ARE THE PROPERTY .o°° °°i° OF THE ARCHITECT ?oo INFRINGEMENTS WILL BE 3 5OUTH ELEVA~81ON r^ T I ON N07F-S p PROSECUTED E LEEl( 3~ P`ITGHED ROOF NOTE: IO PROJECT STRIP EXISTING ROOFING TO ROOFING, TO SHEATHING. PATCH AND REPAIR REMdOVE EXISTING FINISH AND PROVIDE /INSTALL :Y I: NEW RAILINGS: REPLACE EXISTING RAILINGS WITH 6. OUTDOOR 6EILING5, 5OFFIT5, OVERHANGS EXISTING SHEATHING ON AN A ASPHALT SHINGLES WITH ICE I 4ING ON AN AS REQUIRED IFA515. REPLACE NI CEDAR SHINGLES (DOUBLE COURSE). FACTORY I: NE fE~S WITH ICE DAM AND SHIELD THROUGHOUT, ALL ACQ FERMAPORGH RAILINGS, "SAVANNAH" AITH I Yd' SQUARE ALL EXPOSED SOFFITS, ETC. ARE TO BE SANTORINI BEACH ROOF AREAS ARE TO RECEIV V- TO RECEIVE NEW ASPHALT 5HIN0LE5: STAINED RED CEDAR 5HINGLE5. (TYPICAL) ON Ix AGO PE LS). PICKET5 AND DECORATIVE ARCH AS INDICATED. F05T FINISHED WITH PERMAPORCH BEADED GEILING RESORT OAKRID&E PRO 50 AR, DEEP 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD FURMIN , STRIPS (SEE WALL SECTIONS FOR DETAILS). PI( SEE: 5PEOIFIOATION5 AF ARE TO BE SQUARE DECK P05T5 WITH POLY-PYRAMID PANELS AND FINISHED AT EDGES WITH TC TOP - RAILING 15 TO BE 42" H. PERMAPORCH CEILING MOULDINGS, 3800 DUCK POND ROAD { 29,`X I X 12' 5ErTIONS. ALL ARE TO BE FLAT ROOF NOTE: NEWS RAILINGS: REPLACE EXISTING RAILINGS WITH 2. D EXISTING 9UARE 2: VENTS AND ROOF APPLY VENTS: THREE CLEAN GOATS AND OF STRIP BENJAMIN EXISTING MOORE, PRE-FIN15HED WHITE. CUTCHOGUE, NEW YORK 11935 STRIP EXI5TING ROOFING TO 4 2 PERMAPORCH RAILINGS, "SAVANNAH" WITH I Y2" SQUARE VE PICIII AND DECORATIVE ARCH AS INDICATED. M~ VENT SHEATHING. PATCH AND REPAIR PO$TA ARE TO BE SQUARE DECK POSTS WITH POLY- P/ )LY- MOORGARD 103 LON LUSTRE FORTIFIED ACRYLIC HOUSE T: CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 PAINT, NHITE SHOWN WITH MEASURED DIMENSIONS IN THE FIELD DRAWING EXISTING SHEATHING ON AS AS PYFRAMIO TOP- RAILING 15 TO BE 42" H. REQUIRED 13A515. REPLACE WITH MINERAL SURFACED ROLL ROOFING 5: 51 3: STRIP EXISTING ROOFING TO SHEATHING. PATCH AND DIMENSIONS 5HOAN ARE TO BE ADJUSTED TO FIT DIMENSIONS IN FIELD ff p wNT A RI REPAIR EXISTING SHEATHING ON AN "A5 REQUIRED . MOTEL F RESTAURANT BA515". REPLACE ASPHALT 5HIN6LE5 WITH ICE DAM 8: CONTRACTOR 15 TO REPLACE ALL TRIM NOT RESTAURANT N N ® Q Q A' AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO PROVIDED FOR IN THE OUTLINED FINISH WORK RECEIVE NEW ASPHALT SHINGLES: OAKRIDGE PRO 5HONN ON THESE DRAWINGS, 50 AS TO PROVIDE PLANS A ELEVATIONS 5f 50 AR, DEEP SHADOW. COLOR. DRIFTWOOD A COMPLETELY FINISHED EXTERIOR WILDING. T T T ? GUARD RAIL (T R' 7 4: "C 4: "CULTURED STONE" FACING. ONENS CORNING, CLASSIC MATERIAL TO BE USED I5 RIGID CELLULAR PVC DATE 215108 DRAWN BY GDB FE HAND RAIL (TYP) SERIES. V411 THICK OVER EXISTING MASONRY SUBSTRATE. BOARDS AND MOULDINGS BY AZEK BUILDING \ Z \ 7 h FIRST FLOOR (CONTRACTOR 15 TO CONFIRM EXI5TING CONDITION OF PRODUCTS.. SCALEA5 NOTED CHECKED BY NFR INN ~ ~ ~ ~ \ y \ Y \ t \ t \ 7 Y ELEV. 2'-10" ± P PARGING TO ACCEPT NEW FINISH) 9: ALL EXISTING EXTERIOR FIRE EXTINGUISHERS A-~ FIR_57 FLOOR _ ~_-GRADE II 5: N 5: NEW DECKING: ALL EXISTING DECKING 15 TO BE REMOVED ARE TO BE REMOVED PRIOR TO INSTALLATION OF PROJECT OTI28.00 SHEET 8 OF IS ~ ELEV. 2'-10" ± tI ELEV. O,-O" III P AND NEW DECKING INSTALLED. NEW DECKING IS TO BE FINISH MATERIALS, AND RE-INSTALLED IN SAME GRADE INSTALL PROVIDE DECORATIVEI,g(,CENTS: WATERTABLE, ~ ~ III "CULTUURED STONE" FACING 01 CORNING, 1 IING, "TIMBERTECH" DECKING WITH "DRY 5PA6F° DRAINAGE LOCATION WHEN INSTALLATION 15, COMPLETE. _ WING NO. ~ ELEV. O'-O" REMOVE EXI5TING FIN15H AND PROVIDE / INSTALL E). FACTORY I&' LONG SECTIONS AC,RO55 ENTIRE LENGTH OF I I ~ II III I CLASSIC SERIES. 1 9/4" THICK OVER EXISTING S TING SYSTEM. COLOR: CEDAR (TYPI( AL) IF p G4 NTS: WATERTABLE, NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY PROVIDE DEG(ATIYE AS "CULTURED STONE" PAGING OWENS CORNING, 5TAINED RED CEDAR SHIN6LE5. (TYPICAL) Ix ACQ J TO ~G\JSQM OI q(~Fn\ 18" LONG SECTIONS AGRO ENTIRE LENGTH OF CLASSIC SERIES. 1 5/4" THICK OVER EXI5TING FURRING STRIPS (SEE WALL SECTIONS FOR~ETAILS) FOR ~7 TAILS) LOW STONE. COLOR: 7A~ PE, BY OWENS CORNING. - MA501NRY 5UB5TRATE. (GONTRAGTOR 15 TO REMOVE EXISTING FINI I19H AND 12ROVID€ FTNI - - - - - - - - - - - - - - - - - - - GONFIIRM EXISTING CONDITION OF PARGING ING 4 0 2m LOW STONE. COLOR: TAUPE,IBY ONEN5 CORNING. MASONRY 5UB5TRATE. ( CONTRACTOR 15 TO SEE SPECIFICATIONS - NEW CEDAR 5HINGLE5 (~QUFLE COURSE). FACTORY TO ACCEPT NEW FINISH.) 3 SONPlRM E-X STlNC - - TO ACCEPT NEW FINISH.) ( STAINED RED CEDAR INGLES. (TYPICAL) ON Ix ACQ FURRING 57RIP5 (SEE WALL SECTIONS FOR DETAILS). 2 12FbIOB Fam TO BUILDING DEPARIN8IT Nit SEE SPECIFICATIONS 1 MWO6 FWM W H"K CO 61 RATIONS Nit REV DATE DESCRIPTION BY °FFHESTnl~ 6 WEST ~L~~1~810N NOi~TH ELEV ON IINt~ v TYPICAL ROOF 601,15TRUGTION 50 YR. ASPHALT 5HINGLI OVER ICE 4 EXIST. PLYWOOD SHEATHI DAM SHIELD UNDERLAYMENT OVER I COLUMN ENCLOSURE BEYOND "iYVEK" VAPOR BARRIER GDX PLYWOOD ON 2X8 ROOF RAFTERS COMMERCIAL 6RADE RE51LIENT 16" 0.6. PORGH RAILING INTERLOCKING RUBBER MAT5 ON ALUM FLASHING PERIMETER ICE 4 DAM SHIELD EP.D.M. ROOF PROVIDE PITCH AS 5HIN5LE5 REQUIRED PRE-FINISHED ALUM. DRIP EDGE ICE AND DAM SHIELD FLA5HIN6 R-13 GATT INSULATION 7N - COLOR TO MATCH ALUM TRIM 0 CONT. ALUM. FLASHING PITCH R-Iq BATT INSULATION 1N ~ E Ix "AZEK" FASCIA BOARD NOTE _ 5EE DETAIL 10/A3-5 FOR LOAD PATH 3 v TRANSFER CONNECTION DETAIL5 FOR 3-B )'+'A I~ ALL NEW CON5TRUGTION "AZAK"FASCIA I i T.O. PLATE - MATCH EXI5T'5. PL. L 0 I n n HEIGHT (6'-1"m A.F.F. - VIF) o - ry o I N J I I m m ALUMINUM GUTTER 2x 5 CEILIN6 JOISTS, b" R-19 KRAFT I w NN w FACED BATT INSULATION (7YP) N Q VENTED VINYL SOFFIT A/ IN5E6T/RODENT PROVIDE APPROVED TYPE HURRICANE CLIPS AT EN05 OF ALL ROOF RAFTER5 4 CONNECTED TO O o PROTECTIVE SCREEN DOUBLE TOP PLATES - SEE 10/A3-5 FOR LOAD 6 6 "PERMAPORGH" BEADED CEILING i I EXIST. HEADER "AZEK" PANEL (VENTED) WRAPPED "PERMAPORGH" CEILING MOULDIN6 NEW SIDING (5EE ELEVATIONS FOR LOCATION 4 6' x 4" X 1/2" (LLV) STEEL ANGLE, BOLTED EXTENT OF EACH TYPE) TO 2" x 6"'s • 24" O.G., 5TA66ERED TOP 4 m RPEPLAGE EXISTING STAIR E RAILING. SEE 2, !RAILING. SEE 2/A3-2 BOTTOM (1/2" DIA. LAB BOLTS) TYPICAL WALL GONSTRUGTION: I CULTURED STONE 51DING OVER GALVANIZED (2) 2" x 6"'s NAILED TO EXISTINB 2" x 4" NEW ALUM. TRELLIS METAL MESH, TYVEG HOUSE WRAP, I/2" ODX 5TUD5, MIN. (5) NAILES PER STUD PLYWOOD; 2x 4 STUDS 0 16" o.c., FIN INT. W/ I/2" NEW (2) 2x HEADER w/ 3/4" PLYWOOD 9'-O" q'-O" NEW RAILIN65: REPLACE EXISTING RAILIN6E X15TIN6 RAILIN65 WITH MOLD RESISTANT GYP. ED.; R-I3 BATT FILLER (SEE PLAN FOR SIZES) A2 INSULATION W/ VAPOR BARRIER (KRAFT FACED) PIERMAPORGH RAILIN65, "SAVANNAH" WITH I PIIGKET5 AND DECORATIVE ARCH A5 INDIOP AVANNAH" WITH I YY 5OUARE BET. 5TUD5 New 105TA ARE TO BE 5QUARE DECK P05T5 NI' DECK P05T5 1WTR POLY- PYRAMID TOP- RAILING 15 TO BE 42" H. TO BE 42" H. 51MP50N "C5 20" (55P) STRAPS ® EACH 57UD/51LL ELECTRICAL, ROOM PLATE CONNECTION. rj--~ENLA R ED DECK PLAN (1) 2x 4 P.T. SILL W/ 5/8" 0 ANCHOR BOLTS kV "EP 5/8" = I'-W s TYP I CAL NEW DECK D A BEARING PLATE5 (51MP50N) ® 3'-0" MAX. o c., I'2 MAX. 11/2" Ib" FROM EA. CORNER; PROVIDE CONT. SILL 5A5KET SEALER AND 6ALV TERMITE SHIELD UNDER 51LL REINF. GONG. RAT SLAB w/ bxb-618 W W.F PLACED I" BELOW TOP OF SLAB 6C TO COORDINATE T.O. FOUNDATION WALL (TYP) THE FIN. FLOOR ELEVATION 70 ALI6N OLD NEW FIN. !at FLOOR ~I 4 FLOORS _ _ - I GRADE - SLOPE I" PER FT MIN. ` I I ,V I , AWAY FROM BUILDING s I 3" THERMAL REINF. CONCRETE RAT SLAB I \ ON GONG. RATED MOISTURE BARRIER (6 MIL. o I DAMPROOFING MEMBRANE \ \ POLYETHYLENE FILM) ON MIN. 4" 6RU5HED GRAVEL ON WELL COMPACTED EARTH P I b" CONCRETE I/2" PREMOLDED COMPRESSIBLE I '.y I F FOUNDATION WALL FILLER PIECE I I RIGID INSULATION (MIN. 30" DEEP) REINFORCED CONS. TRENCH FOOTING BEARING 2" 2x 4 KEYWAY VIRGIN SOIL -ASSUMED BEARING CAPACITY I I/2 2 l,• EXI57. FOUNDATION I I T WALL TO REMAIN I I F TONS psf - G.G. TO VERIFY PRIOR TO POURING Q FOOTIN65. ALIGN NEW FOOTINGS 1I BOTTOM OF I 5" I N I 4 I ~o I v 3-B I I o E WIFOUNDA71ON WA EXISF5. FOOTINGS (3' MIN. BELOW GRADE) Y (Typ) d (2) 2x12 5EAM5 (TYP FOR T LOCATION5) a O 6 2- x5 (CONT.) 0 1 I'-O' DIA. GONG. PIER FOUNDATION, I,.I II MIN. 3'-0" BEL/~OyWp GRADE TO BOTTOM I I . I OF FOOTING (TYP) I I I ~ I I l ; `ALL SECTION AT SWITCH GEAR ROOM °5/4" a I'-0" - - - - - - - - - - - - - - r/ q.-O., q,-0,l - q,-O,l q-O,14,_6, N `K 36'-0" N - - - - - - - - - - - - - - - - - NOTE: ALL LUMBER USED FOR EXTERIOR APPLICATIONS SHALL BE AGO TREATED z DECK FOUNDATION PLAN 1/41, = I,_0,1 IS'-10" I 1 1/2" DIA. HANDRAIL (TYP) 2x12 HOOD STRINGERS (TYP) "TIMBERTECH" DECKING WITH 'DRY SPACE' OUNL7ATION PLAN NEW RAILIN65: WITH PERMAPOROH DRAINAGE 5Y5TEM. COLOR CEDAR (TYPICAL) GUARDRAIL (TYP) 8 AT-SWITGH GEAR ROOM 1/4R = 111 RAILIN65, "SAVANNAH" WITH I Y" 50UARE PICKETS AND DECORATIVE ARCH AS INDICATED. POST ARE TO I/2" DIA. HANDRAIL (TYP) NEW RAILIN65: REPLACE EXISTING RAILINGS WITH BE SOUARE DECK POSTS WITH POLY- 4 PERMAPORGH RAILINGS, "SAVANNAH" WITH I Ys" 5QUARE PICKET5 AND DECORATIVE ARCH AS INDICATED. di o PYRAMID TOP- RAILING 15 TO BE 42" H. 3 P05TA ARE TO BE SQUARE DECK P0575 WITH POLY- OUTLINE OF RA - OUTLINE OF RAMP A00VE PYRAMID TOP- RAILING 15 TO BE 42" H. 2 IN~OlO6 IY.:LED TO WILDING DWARTImW NR 2x 6's 0 16" 0.0. FLOOR JOIST (NP) 1 10/20/06 IYim TO aAa NR 4'-b" FL- 0 COLOR. TIMBERTEC EGH" CEDAR vecK1N6 (TYPICAL) REV DATE DESCRIPTION BY (2) 2x 6's BOLTED TOGETHER WITH 9 - - - - - - - - - - - - - - - - - - - 1/2" DIA. 6ALV. STEEL BOLTS ® 24" 0.0., $ -r>~ ° p I I W's ®IG' o.c I I I ~ I I STA56ERED TOP ¢ BOTTOM (TYP) 7 v I - - - - I AGQ FLOOR .101 T5 I -wry I 6RADE 6 12/30/06 IY.~I,~ TO BALDING DEPARTNw NR 5 1-29-06 1555 TO WILDING ve ART •w NPR 1. 4 6-24-06 159M TO OYM NR - - - - - - - - - - - - - p v"v SLOPE-JI P-(AGT;51.1f27 ry I 2x8's ® 6> O.G '.C^~' m I I, 'I • ' I • (I) 2x 4 P T. SILL A 5/6" w ANCHOR 3 "-OD REH IUD TO WILDING DEPARTMEMf NPR d'- ----------(MA2S. SL_QP~12) v it I ACQ FLOOR J01~.4+?::.'d..:•7/' ,,'(J..~3-5 5OLT5 H/ "BP 5/6" BEARING PLATES 1 (5IMP50N) ® 3'-0" MAX. o.c., 12' MAX. 2 4-30-06 15511ED TO WILDING DEFARTPENT NFR f FROM EA. CORNER; PROVIDE CONT. SILL 1 4-10-06 15J1FD TO DEL. NR I • • ° f ; GASKET SEALER AND 6ALV. TERMITE I• SHIELD UNDER SILL SUB DATE DESCRIPTION BY P ".I EHASZ GIACALONE •"~H---B" PIA. GONG. PIER FOUNDATION, MIN. 31-0" BELCH GRADE To BOTTOM (2) 2x b's BOLTED TOGETHER WITH 1/2" PIA. STEEL BOLT'S 0 24" O.G., L ~ ~1 OF FOOTIN ARCHITECTS, P.C. • n G (TYP) STAGGERED TOP E ESOTTOM (TYP) 431 CONKLIN STREET b" DIA. CONC. PER FOUNDATION, FARMINGDAILE, NEW YORK 11735 MIN. 3'-0" BELOW GRADE TO BOTTOM NOTE SEE DETAIL IO/A3-5 FOR LOAD PATH OF FOOTING (TYP) ,/~RAMP SEC' ' SECTION TEL:(516)420-8383FAX:(516)420-0195 ALL NEH EW CONSTRUCTION S/4" = 111 THESE PLANS ARE AN INSTRUMENT OF SERVICE 4 R,4MP PL,4N TRANSFER (STRUCIONDEAILSFOR ~1~ MP FOUNDATION ITION PLAN AND ARE THE PROPERTY X00 ~00 ¦oo 1/411 = 11-0'1 F THE ARCHITECT I NFRINGEMENEMENTS WILL ?oo WILL BE NEW RAILINGS: REPLACE EXISTING RAILIN55 KITH PROSECUTED PERMAPORCH RAILIN65, "SAVANNAH" WITH I Yd' SQUARE PIGKET5 AND DECORATIVE ARCH AS INDICATED PROJECT GUARDRAIL (TYP) P05TA ARE TO BE SQUARE DECK P0575 WITH POLY- l SANTORINI BEACH PYRAMID TOP- RAILING 15 TO BE 42" H. I42" DIA. HANDRAIL (TYP) RESORT 6'-3" 3800 DUCK POND ROAD PPOYIW HIP TO BE CUTCHOGUE, NEW YORK 11935 'IW450Yf P~ I I I I roimm. ~cx cower sw PaxpimL w"Y.• H1G14 HIP RIM GON Tm x aY,' wtxir~ mgrs ixro a4 vaw sosT p veh'aa •ne2 s~lrs rasrere (24) 1 NV RIM W. 1,05T6 H)10IHro PMH HIP SM7 M- DRAWING m ro<Tmai• MII x~x f11 WIwM N41L5IMWW ~ ry (b) O Po5T ]%4 BTdA MM. WI91C! I POSIT TcRt1•.A3 Or 511UK1LAE w- HIP * MOTEL I WSTAIMANT ¢s oTm'r eMiw'O m wm~mx~~wNe~mew"~~ ° fwx15'TO wft[u q.rs Mio TmilNS 131 loo WAILS ro roPPUre O K'vu. ANCN)a mLrs MTO wonNs in - `H'°° x I TO RW PLANS, 5ECTIONS I DETAILS ry ° VR4'PoSTAi ALL p ° ylpo"T CAP TO1EM£A5 FOWATION PLAN I ftL SECTION m ry o00 ° HAILSMfglL (e) w µ11L5 TO iWGS W Im 10160TO"T NZ WI'T(X MiEM III JSTFEIHST AllBI IN PARIS 7fyPy (4f ep µ4y5• DATE 2/5/O6 DRAWN BY clue z.~lw~bl 51~E II yp pMH YMM SIL£f016t ° ° ° • ~ EYAl1RIYa5 TO 5T15 II ,I H5. 16' OL 'TIMBERTECH" DECKING WITH'DRY SPACE" `Ylb' 9 9]' 0 ILS'R blWf SCALERS NOTED CHECKED BY NPR rr DRAINAGE SYSTEM. COLOR: CEDAR (TYPICAL) PROJECT Oo SHEET 13 OF 15 U 5'-10" H" WOOD STRINGER oT2~3. o~K ror mo ~n rnwecna~ MK=WPLtTAIL NIP i0 RICffL'MSLiLR 7 ppw i(RR 1l~1F 1g CLWM OETA L1g CLWM OETAL 5Ri0&•S~,L.jIjA b" DIA. CONC. PIER FOUNDATION, MIN. 3'-0" BELOW GRADE TO 50TTOM DRAWING NO. OF FOOTING (TYP) iStERE Aq ~ IUG\ 5 P ~H /TF P J Ko _ NTH TRANSFER DETAILS 2 ( RAMP 1/4" 6 1 _o„ ~o L.O~D P/4TH Tf * I *II N.T.S. vo.01OAS r CFTHE STNA i SEE NOTE 5 FOR WINDOW SEE NOTE 15 FOR SCOPE OF WORK IN SCOPE OF WORK: REPLACEMENT EXTERIOR WALL. TYP. IN ALL UNITS (SEE H.G. UNIT SCOF C. UNIT SCOPE OF HORK NOTES FOR ADDITIONAL WORK IN H.G. WORK IN H.G. ONLY) 1. REMOVE EXISTING CARPET AND :PET AND 11. WATERPROOF INSIDE FACE OF UNDERLAYMENT. REPLACE WITH 1GE WITH GONG. BLOCK WALL. NEW FURRING TUB-2 SEE NOTE II EXISTING SHEET VINYL TO BE CONSTRUCTED OF 2 1/2" MG-I SLEEPING LOCATE PTAG METAL STUD m 16" O.G. WITH ONE UNDER WINDOW 2. REMOVE EXISTING FIXTURES IN UNIT BATHROOMS AND REPLACE IN KIND VRES IN UNIT LAYER OF 518" MOLD RESISTANT _ACE IN KIND. GYP. BD. TO UNDERSIDE OF SEE NOTES 2 4 3 1 - J-I AREA PROVIDE OPENING J AND NEW LINTEL SEE FIXTURE LEGEND A5-1 4 PLUMB 45-1 d PLUMBING GEILIN6. NEW R-15 BATT' INSULATION FOR SCOPE OF 51 ' '~-REMOVE EXIST. CLOSET AS REQUIRED. SEE WORK IN UNIT DWG'5. BETWEEN STUDS BATHROOM CSEE NOTE 9 DETAIL 4A A3-1 6UTTER5 6 LEADERS NEW RAILINC6 REPLACE EX15TINC RAILIN65 WITH SEE NOTE 17 TTD_I RUN 5TORM ORAINA6E LEADERS ALON6 X2'1 5. REMOVE BATHROOM TILE ON LE ON 12. REMOVE EXIST. GYP. BD. AND 2 .PLACE IN REPLACE WITH 5/8" TYPE C' "TIh 1 51DE OF NEW COLUMN ENCLOSURE5 (NP) PERMAPORCH RAILIN65, "SAVANNAH" WITH I Y,` 50UARE WALLS AND FLOOR, REPLACE IN PICKET5 AND DECORATIVE ARCH AS INDICATED KIND. REMOVE GYP. BD. ON ON MOLD RESISTANT GYP. BD. EACH SIDE AT WIT "7IMBE2TEGH" DECKING ~ WITH "DRY 5PAGE" REMOVE EXISTING p P05TA ARE TO BE SQUARE DECK P05T5 WITH POLY- BATHROOM WALLS E GEILINS. 'GEILIN6. ALL DWELLING UNIT SEPERATION WALLS. DRI DRAINAGE 5Y5TEM. KITCHENETTE. L= _ PYRAMID TOP- RAILING 15 TO BE 42" H. REPLACE WITH MOLD RESISTANT tESISTANT SEE DETAIL 6/A5-4. FOR GEILIN6 001 COLOR: CEDAR (TYPICAL) REPLACE WITH NEW REMOVE EXIST. WALL P DOWNSPOUT (TYP) GYP. BD. USE CEMENT BOARD AT A BOARD AT ALL SEPERATION ASSEMBLY IN DWELLING UNITS INDIN65. SEE SPECS. UL # L514. SEE DETAIL 9 A5-4.. SEE SPECS. EXIST. DECK DO KITCHENETTE. SEE ~~A SEE NOTE 14 DOWNSPOUT (TYP) SEE MEP DWG'S FOR TILED SHOWER SURROUNDINGS. SEE 5E SEE MEP DAOS. FOR NOTE No. 4 NEW FULL HEIGHT FIN WRAP EXISTING COLUMN WITH F'VC STORM WATER 4, REMOVE EXISTING KITCHENETTE (AN :HENETTE (AND 15. REMOVE EXISTIN6 DOOR d FRAME F-0" 691-0" 1-6" (11_0" 51_0" 57 STORM WA7ER TER 3-4 WALL COLUMN ENCLOSURES, PERAWRAP, DETENTION DESIGN 45LE) IN UNITS. BETWEEN UNITS 9 8 10 ON FIRST FLOOR DE DETENTION DESIGN SEE NOTE 14 EXI57IN5 FLUTED, RECESSED PANEL, b" WIDE O DETAILS OVENS WHERE APPLICABLE) IN UNIT. F REPLACE COUNTERTOP WITH NEW X b'+- HIGH, COLOR WHITE. (ttP) 'WITH NEW AND BETWEEN UNITS 1 42,5 d 4 AND 5 8 PTAG UNIT IDI DI DE DETAILS EXI57ING SEPERATION WALL. NOTE 12 COUNTERTOP, LOWER CABINETS, UNDERGOUNTER REFRIGERATOR 4 ,ABINETS, 6 ON SECOND FLOOR. INFILL OPENING WITH (TYP). SEE SERATOR d NEW CONSTRUCTION TO MATCH EXISTIN6. MEP DW6'S. Q SEPERATION WALL. EXISTING SEE 0 I COUNTER TOP MICROWAVE. GONFIRI AVE. CONFIRM FINAL UNITS 5, 5, d 8 REMOVE DOOR AND FRAME SEE NOTE 12 5177ING AREA SEE NOTE 8. Al - = KITCHENETTE LOCATION WITH OWNEI N WITH OWNER. FROM ONE SIDE ONLY AS INDICATED ON O UNIT o 1 SEE NOTE FOR SEE NOTE 6 J m PROVIDE NEW IN-LAY SINK ONLY NF 51NK ONLY WHERE A PLAN. G -S. vl r 50OFF OF WORK II SEE NOTE 15 FOR 01L till- SINK CURRENTLY EXISTS. 0 IN SITTING / SCOPE OF WORK IN 14. PROVIDE SOUND DEADENING DOHS AND INSULATION BETWEEN ALL DWELLING UNIT a- OB "1 SLEEPING AREA EXTERIOR WALL. UNIT 2 m ~ Tl T17 5. REMOVE EXISTING WINDOW5 AND REPLACE WITH NEW WINDOWS. JDOWS. SEPERATION HALLS. SEE DETAIL 6/A5-4 8 v , ® a I p D I SEE NOTE 11 0 VIII UPI SEE WIINDOW SCHEDULE. TYP. FOR A 0 I L I ~ 1 1 1 1 1 1 1 1 WINDOW46 i. TYP. FOR ALL SPECS Q J ~1 -1a`sJa/ a~ B It• O d ll LL LL LI1 b SEE NOTE 5 FOR ~r NOTE: WINDOW FOR PLUMBING m 1 n _ 6. REMOVE ALL EXISTING GYP. BD. 15. REMOVE EXI5TIN6 SIDING TO - TMP II Q O GYP. BD. GONG. BLOCK AND REPLACE WITH "TYVEK REPLACEMENT (;N~7-~r}= I GAL UN 1 T FIXTURE LEGEND TJ 4 (GEILINI(S 4 WALLS) THROUGHOUT tOU6HOUT WEATHER RESISTANT BARRIER AND 5/4" el AT FIRST FLOOR UNITS 1/411 a I'-p" 5EE A3-1 AND H MOLD P.T. PLYWOOD. INSTALL NEW SIDING AS NEI NEW 57AIR 4 RAILING. PLUMB~NO DWO'S ry H TMP NEW 57AIR 4 RAILING. THE UNIT. REPLACE WITH MOLD RESISTANT GYP. BD. SEE SPECS. U_ EE SPECS. USE INDICATED ON THE EXTERIOR ELEVATIONS m in SEE NOTE 5 FOR SEE NOTE I6 FOR FIRE-RLATED TYPE "X" SYP. BD. ON SIDE OF ALL DWELLING UNIT SEPER GYP. BD. ON EACH BI \ - 5 UNIT ATION 16. REMOVE EXISTIN6 51DIN6 TO WINDOW SCOPE OF WORK IN v Al m - .1 WALLS: (SEE NOTE No. 12) 2) SHEATHING AND REPLACE WITH NEW REPLAGEMENT EXTERIOR WALL. 'D OH Q 'I. NEW PARTITION: 2x4 WOOD STUD • ry o WITH 5;/6' MOLD RESISTANT GYP. BI IOOD STUD • 16" O.G. 51DIN6. CEDAR SHAKE 5HIN6LE5 AND/OR ° TMP II REMOVE EXIST. DOOR TANT GYP. BD. EACH CULTURED STONE VENEER. SEE OMAEEN UNITS. 5EE 5H-1 -oo-_ F REMOVE EXISTING A/O UNIT 20 SIDE ELEVATIONS FOR LOCATION AND 6 NOTE 15 DI o EXTENT OF EACH. SEE NOTE RE6ARDIN6 p OB SEE NOTES 2 4 3 ~ UNITS 4 (CLOSE OPENING WITH MATCHING r.ONST. ro 6. REMOVE EXISTING EXTERIOR DOOR ERIOR DOOR ALTERNATE VINYL SIDING OPTION UNIT 2 - PTAG N PTAG NOTE: FOR SCOPE OF TTD-~ X\ SEE NOTE Q LOCATE PTAG LOCATE PTAG'S UNDER WORK IN UNIT L-2 ST-1 UNDER WINDOW. OF EXIST. WALL (TYP) - S' - AND FRAME AND REPLACE WITH NE ? e O -°~SEE DOOR SCHEDULE. REPAIR EXIS .AGE WITH NEW. o ° LOO471 1'I. PROVIDE HEATING LAMP, L16HT d VENT REPAIR EXISTIN6 WITHIN EACH UNIT BATHROOM. SEE MEP WINDOP WINDOWS UNLESS BATHROOM EXIST. TB-I PROVIDE OPENING 1 9 HEAD E LINTEL5 ON AN AS NEEDED V AS NEEDED BASIS. DW6'S. FOR DETAILS O OTHERV OTHERWISE INDICATED CLO WG-2 MC-1 AND NEW LINTEL OR FIELD CONDITIONS AS REQUIRED. SEE 'D H TMP I 9. REMOVE EXISTING INTERIOR DOOR :RIOR DOOR REMOVE EXISTING All OR ~:El GTAT DICTATE OTHERWI5E. 5EE NOTE 17 _ DETAIL 4/A5-1 PROVIDE WIDER OPENING U rv O 0 ~1 ~1 F h C A2-I o AND REPLACE WITH NEW. SEE DOOF -111 o a m SCHEDULE 1N. SEE DOOR 18. REPAIR LINTELS OVER EXISTIN6 MASONRY UNITS $ CLOSE OPENING o 01 PROVIE OIOENIN66 ON AN AS NEEDED BASIS WITH MATCHING GONST. AND NE p SEE NOTE Q U AND NEW LINTEL AS Q ry OF EXIST. WALL (TYP) \ J DWELLINi6 UNIT _ REQUIR REQUIRED. VERIFY IN i y 10. REPLACE INSULATION AS REQUIRED 19. REPLACE EXISTIN6 METAL DECK JOIST SEPERATION WALL. SEE A `r FIELD. AS REQUIRED HANGERS WITH COATED METAL J015T ° O NOTE 12 (TYP) FIELD. O TMP r HANGERS ON AN AS NEEDED BA515 REMOVE EXI57IN6, NEW KNEE WALL. SEE CANTILEVER OF vi . i 4 UNIT 3 o RE REMOVE KITCHENETTE. 4 NOTE -1 EXISTING REPLACE WITH NEW 3-4 2nd FLOOR 5 ~~1 ~ DEGK^ ABOVE 20. EXI5TIN6 ONE HOUR RATED CONCRETE EX BLOCK WALL SEPERATION AROUND WATER A2'I O RA RAILINGS KITCHENETTE. SEE ' N ~ L ~ OF m I A ELECTRICAL UTILITY ROOMS - NOTE No. 4 SEE NOTE 14 Q , 4 DE DECK IN UNI75 1, 5 4 8 ONLY SEE NOTE 14 EXISTING ° UNIT 19 O J DI _ TMP II O 5 5EPERATION WALL. 9 A2-1 EXISTING FPSG DOOR WITH SOUND ATTENUATION SEE NOTE 12 SEPERATION WALL. BASE SEAL; PROVIDE DEAD-LOCKING A2-I ry SCOPE OF EACH H.O. H.GUNITIN EH H.G. UNIT: H H.G. UNITS \ o SEE NOTE 12 CAPABILITY (COORD. WITH OWNER) -SEE n O Al IN ADDITION TO SCOPE OF WORK IN f JF WORK IN ALL UNITS INCLUDE THE FOLLOWING SCOPE OF WORK. o BI DOOR 5CHEDULE \ (SEE DETAILS ON DWG. I/A3-1) fA5-1) 2. PROVIDE NEW HANDICAP ACCESIBLE RAMP P 61 IL OA m REMOVE EXISTING DOORS------,,,/~ \N 4 FRAME BETWEEN UNITS N Py 1 ~ ~ I. REMOVE EXISTING BATHROOM (INGL fHROOM (INCLUDING TO UNIT ENTRANCE AND HANDRAIL AS PROVIDE NEW DETAILED ON 5/A5-1 6-= AND FILL IN OPENING. SEE DWELLING UNIT o WALLS AND FIXTURES) PROVIDE NE Al BATHROOM LAY OUT AS DETAILED 15 DETAILED ON "i TMP II - NOTE I5 ;o SEPERATION WALL SEE n ' O UNIT 4 I D I N H NOTE 12 (TYP) f Tl T I7 2/X5-I D REMOVE EXIST. SEE NOTE 6 SEE NOTE 8 DOOR 4 FRAME UNIT 18 1 1 1 1 1 1 UPI LJ 1 L1 LI 1 SCOPE OF IN OFFIGE• 0 1 REFER Tf0 SCOPE OF WORK IN ALL UP 1~E: O B Hill )RK IN ALL UNITS: ° c I SEE NOTE I FOR EXISTING / SEE NOTE 16 FOR O SEE NOTIES No'$. 1,2,5(1,9,10,11,14,15 4 1.1 m ^ ^ S B ~Fi I S - Q 0,11,14,15 8 17 ( 5GOPE OF WORK SITTING AREA SCOPE OF WORK IN ? GI SLEEPING AREA REMOVE~ EX IST R~-~ o B TN EN UNITS SEE REMOVE OTE 5 FOR GTE. ST )Zk IN SITTIN/ EXTERIOR WALL. STAIR ANSEE _ _ _ L REMOVE EXISTING w U TMP I -p F )I OTE I~ RE N UNIT 5 REPLACE WITH NEW FOR PLUMBINe (.rl L FF STAIR AND RAILING. STAIR $ RAILING IN REPLACEMENT I FIXTURE LEGEND REPLAGE WITH NEW O _ F STAIR B RAILING IN EXISTING LOGATIO 7`rF I G AL U I ~l I T PSEE A5-1 AND LUMB NO DADS. :n O EXISTING LOCATION. ry P Q Q AT 5EGOND FLOOR UNI75 1/4" = I'-C. 4 m It Z 8 i~ F o PTAG NOTE: O w LOGATE PTAO'S UNDER WINDOWS UNLE55 OTHERW415E o O O e o in - HALL 7YPI=5 LEGEND 1-J 6 UNIT 7 0 INDIGATED OR FIELD CONDI7ION5 DICTATE o - - - PARTITION/ITEM TO BE REMOVED OTHERWI5E. PROVIDE OPENING P H AND NEW LINTEL A5 REQUIRED. EXISTING WALLS TO REMAIN 3-4 3-4 Al ? 3-4 VERIFY IN FIELD. VWYV\ g-4 WATERPROOF INSIDE FACE OF GONG NEW PARTITION. 2x4 WOOD TMP II UNIT 6 DI BLOCK WALL. NEW FURRING TO BE a o I =NOT I II = E EXIST. LOW WALL THAT REMOVE EXIST. ENGL05URE STUD 2 16" O.G. WITH 5/1 DT CONTAIN F.E. (TYP IN I75 ENTIRETY MOLD RESISTANT GYP. BD. gl RAIL NEW RAILIN65: REPLACE EXI5TIN6 GON5TRUGTED OF 2 1/2" METAL STUD ® FLAN EACH SIDE (TYP) - RAILIN65 WITH PERMAPORCH 16" O.O. WITH I LAYER OF 5/5" MOLD < RAILIN65, "SAVANNAH" WITH RF51ATANT GYP. BD. TO UNDERSIDE OF _42_gg._0.. 31_6" 3'_4" ._y.. 3'_4" 2._g.. g._0.. V_11, 4'-6" Yi '-O' RAIL IYd' 5QJARE PICKETS AND CEILING. NEW R-IB BATT INSULATION ry O AI 3'41I'_03 REMOVE EXIST. WINDOW AND BI A DEC( DECORATIVE ARCH A5 INDICATED. BETWEEN STUDS. 9 ~ 0 1 ~ F F O O O GLOBE OPENING WITH P05TA ARE TO BE 5QUARE DECK SEE NOTE No. 11 UNIT l6~J~ m - ROOF TMP TMP MATCHING CONSTRUCTION OF TMP II Q BI P051 P05T5 WITH POLY-PYRAMID 8 A80VE EXIST. WALL `(TYP) - TMP TOP- TOP- RAILING 15 TO BE 42" H. NEW PARTITION: 2x 4 WOOD STUD ® 16" 7 q m O.G. WITH 5/8" MOLD RESISTANT GYP. F O I 3 1 s I ry UNIT -7 ~.c. m m BD. EACH SIDE 6 12/30/08 15511E1 TO BIDDING DWARRENT NFR 5 1-29-08 ISMIED TO BUILDING DEPARTWV NFR ~I SLOP UP 5 OPE UP 4'1 O b p EXISTING DWELLING UNIT SEPERATION NFR BI v WALL TO REMAIN. REPLACE FX15TIN6 4 8-14-08 ISSUED TO OVNEi '0 I - I I:20 AX 1711 It O MAX 5 O TMP r F :o `+3+ C3 ROOF GYP. BD EAGH SIDE WITH 5/8" TYPE "X" 3 5-9-08 RE-155V® TO BUILDING DEPARTIm WR BELOW MOLD RESISTANT GYP. BD AI Al DI Al lL -rye' REMOVE EXIST. DOOR / SEE NOTE No 12 2 4-90-08 155Um TO BUILDING DEPARTMENT NTit Al Al BETWEEN UNITS SEE PROVIDE SOUND DEADENING INSULATION 1 ¢10-08 155UED TO DEL. NPR SEE ELECT. > o NOTE 15 (TYP) IN DWELLING UNIT SEPERATION WALLS. a O U E ST. O AL . TO R ID UNIT 10 NOTE 15 ROOM Zr~ U a o 0 0 o SEE NOTE No, 14 SUB DATE 11 DESCRIPTION BY PROPOSED UNIT q DATA r > ° O UNIT 5 EX15TINC, ONE HOUR p m_ ATED CONCRETE PTAG UNIT5 UNIT 15 UNIT 14 H R P P AN P OA DTO ET E A E HANDICAP TOILETS. ROOM O ROOF BLOCK 5EPERATI N WALL AROUND EHASZ CIACALONE P (TYP). 5EE REFER TO 2/1 g BELOW WATER B ELECTRICAL UTILITY ROOMS MEP DWG'S. F6 i` ~ 1 R R O 5- Fri, O I U T G. NI II D ~ DI Q B° ARCHITECTS, P.C. DI WATER TMP 3 BI o 431 CONKLIN STREET 1J G- =a _a HEATER AI a ° J 3-4 TOM TM H TMP - G try i~ fl ROOM m TMP i 5 A M ^.....\f vi A in A FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 n, C=)) C l~ H THESE PLANS ARE AN H o ` - F Y H ry H H H I H H A - - D p II DI DI fou on AND ARE THE PROPERTY ILIIIIII 1' 11 9111111 1 I OFFICE O a NEW DECK d O LINE of ROOF INSTRUMENT OF SERVICE D EnEopopo ET TMP m D I C GL EAVED BELOW 2 T10 L~22 OF THE INFRINGEMENTS ARCHITECT WILL BE C Q LL- V D PROSECUTED E ui REMOVE EXISTING D PROJECT ~m w - O O u STAIR $ RAILINGS. APR 16 20 21UP 2_gREMOVE EXISTING 2nd 2,1 5. 0" O 2-8 REPLACE1,qITH NEW S)-NTORINI BEACH 8' 3" 41-0" STAIR 6 RAILING BLDG. UEPL RESORT REMOVE EXIST. ELECT. 10 RISERS 10 RISERS ®6.T TOWN OF SOUTHOLD 38m0 DUCK POND ROAD FLOOR DECK, RAILINGS 10 RI ER5 ®g I' HANDICAPPED ACCESSIBLE UNdITS PANELS CUTC14OOUE, NEW YORK 11935 6 POSTS. REPLACE WITH EXISTING ONE HOUR RATED "TIMBERTECH" DECKIN6 WITH "DRY SPACE" PAGE" LARGER 2nd FLOOR DECK 5 REMOVE EX1571NO 5TAIR 6 CONCRETE BLOCK DRAINAGE 5YSTEM. COLOR. CEDAR (TYPICAL) (TYPICAL) NOTE: DRAWING RAILINGS. REPLAGE WITH NOTE: 5EPFRA71ON WALL AROUND NEW STAIRS: NEW STAIR 6 RAILING (TYP) A2-I NEW STAIRS: WATER 4 ELECTRICAL MAX. RISER HEIGHT PERMITTED= "I" UTILITY RooMs MAX. RI5ER HEIGHT PERMITTED= 7" MOTEL Z RESTAURANT ACTUAL RI5ER HEIGHT PROVIDED= i t ACTUAL R15ER HEIGHT PROVIDED= STAIR HEIGHT= WEST WING FLOOR PLANS 45TAIR HEIGHT= M MIN. TREAD REQUIRED= II" MIN. TREAD REQUIRED= II" A TYPA NIT PLAN AGTU = II" DATE 2/5/05 DRAWN BY GDB ACTUAL TREAD PROVIDED= 11" 6( nW 111 E D SCALEAS NOTED CHE D BY NFR Oft 2 SEGQND FLOOR FLA FLAN WEST K NO AR I B • PROJECT mlza.oo SHEET B OF IS FIRST FLOOR PLAN WEST V41 NO I/8 I -0 _ DRAWING NO. BUO DER TOWN OF SOUTHOlB - ERE Rcy ~j 04/08/09 MISC. E%IHi10R 5TNn REV. WR 'P~'p 5 P Pu O 9e ,T A AL EL 4 12/30/08 ism To BVILDING DMAR7P8fT NFR 3 lono/08 1551m To Ono NITt 2 10/c/06 REVISE) HAWLICAP UN LOCATIONS WR i ryo AN 1 8A9/o8 REVISED WNDOW COWFIGIIRAT05 NFR i~'`THE S~1fAT60F"~~I REV DATE DESCRIPTION BY SEE NOTE 5 FOR SEE NOTE 15 FOR WINDOW SCOPE OF WORK SCOPE OF WORK: REPLACEMENT IN EXTERIOR TYP. IN ALL UNITS (SEE H.G. UNIT SCOPE OF WORK _ WALL. NOTES FOR ADDITIONAL WORK IN H.G. ONLY) NOTE: 1. REMOVE EXI5TING, CARPET AND II. WATERPROOF INSIDE FACE OF FOR PLUMBING UNDERLAYMENT. REPLACE WITH GONG. BLOCK WALL. NEW FURRING, FIXTURE LEGEND -2 TTD-I ~ SEE NOTE II SEE A3-I AND SHEET VINYL TO BE CONSTRUCTED OF 2 1/2" r METAL STUD • 16" O.C. WITH ONE PLUMBING DWG'S MG-I 2. REMOVE EXISTING FIXTURES IN UNIT LAYER OF 5/6" MOLD RE515TANT SEE NOTES 2 d 3 BATHROOMS AND REPLACE IN KIND. GYP. BD. TO UNDERSIDE OF FOR SCOPE OF WORK IN UNIT SEE FIXTURE LEGEND A5-1 t PLUMBING CEILING. NEW R-15 BATT INSULATION V BATHROOM DWG's. BETWEEN STUDS 5H- / SEE NOTE 4 5. REMOVE BATHROOM TILE ON 12. REMOVE EXIST. GYP. BD, AND WALLS AND FLOOR, REPLACE IN REPLACE WITH 5/6" TYPE 'G' KIND. REMOVE GYP. BD. ON MOLD RESISTANT GYP. BD. EACH 51DE AT REMOVE EXIST. SEE NOTE 17 BATHROOM WALLS t CEILING. ALL DWELLING UNIT SEPERATION WALL5. REPLACE WITH MOLD RE515TANT SEE DETAIL 6/A5-4. FOR CEILING / WALL (T1'P) GYP. BD. USE CEMENT BOARD AT ALL SEPERATION ASSEMBLY IN DWELLING UNITS SEE NOTE 14 b TILED 5HOWER SURROUNDINGS. SEE SPECS. UL N L514. SEE DETAIL 4 A5-4.. SEE SPECS. - - EXIST. GONG DECK ABOVE EXISTING SEE NOTE 6 BLOCK WALL 4. REMOVE EXISTING, KITCHENETTE (AND 13. REMOVE EXISTING, DOOR t FRAME SEPERATION WALL. OVENS WHERE APPLICABLE) IN UNITS. BETWEEN UNITS 1 t 10 ON FIRST FLOOR 5-l0^ 5'-~ REPLACE COUNTERTOP WITH NEW AND BETWEEN UNITS 1 *2,5 t 4 AND 5 t 51-I0" 61-0" 13'_4, 101-0" 5'-O" 2-4" SEE NOTE 12 COUNTERTOP, LOWER CABINETS, 6 ON SECOND FLOOR. INFILL OPENING WITH SEE NOTE I FOR EXISTING UNDERCOUNTER REFRIGERATOR t NEW CONSTRUCTION TO MATCH EXISTING. O O PTAG NOTE: O O O SCOPE OF WORK IN EXIST. SLEEPING 5EPERATION WALL COUNTER TOP MICROWAVE. CONFIRM FINAL UNITS 5, 5, t 6 REMOVE DOOR AND FRAME m LOCATE PTAC'S UNDER Q SITTING/SLEEPING AREA SEE NOTE 12 AREA KITCHENETTE LOCATION WITH OWNER. FROM ONE SIDE ONLY AS INDICATED ON PROVIDE NEW IN-LAY SINK ONLY WHERE A PLAN. 6UTTEt51 LEADERS u+ WINDOWS UNLESS OTHERWISE - INDI6ATED OR FIELD EXIST. I SINK CURRENTLY EXISTS. EXIST. DECK SEE NOTE 8 14. PROVIDE SOUND DEADENING RN STOORM DRAINAEE LEADERS AALONG O r CONDITIONS DICTATE EI ry ^ a OTHERWISE. PROVIDE OPENING REMOVE EXISTING / 5. REMOVE EXISTING WINDOWS AND INSULATION BETWEEN ALL DWELLING UNIT SIDE T NEW OOWMN EIZLOSIAM MT) AND NEW LINTEL AS REG2UIRED. d. CLOSET REPLACE WITH NEW WINDOWS. SEPERATION WALLS. SEE DETAIL 6/A5-4 t Ohl m O UNIT 38 SEE WINDOW SCHEDULE. TYP. FOR ALL SPECS. UNIT 38 UNIT 3q vERIFr IN FIELD' UNIT 44 WINDOWS Q EI EI ry Al I5. REMOVE EXISTING, SIDING, TO d TMP SEE NOTE 5 FOR SEE NOTE 15 FOR WINDOW SCOPE OF WORK 6. REMOVE ALL EXISTING 6YP. BD. GONG. BLOCK AND REPLACE WIH 11 T REPLACEMENT IN EXTERIOR (CEILING t WALLS) THROUGHOUT WEATHER RESISTANT BARRIER AND 3/4" R F REMOVE EXI5TIN6 EXISTING BAR FIN WALL (TYP) O O o N EI TO REMAIIN O m LOCATE PTAG WALL. THE UNIT. REPLACE WITH MOLD P.T. PLYWOOD. INSTALL NEW SIDING AS v Al RESISTANT GYP. BD. SEE SPECS. USE INDICATED ON THE EXTERIOR ELEVATIONS in UNDER WINDOW. SEE NOTE II FIRE-RATED TYPE "X" GYP. BD. ON EACH-- B -O' Ib'-b" ro PROVIDE OPENING 51DE OF ALL DWELLING, UNIT SEPERATION Ib. M X TI 6 SIDING TO y-- ' O I AND NEW LINTEL WALLS (SEE NOTE No. 12) SHEATHING, AND REPLACE WITH NEW , u L -J AS REQUIRED. SEE ~TYF I C.AL UN 1 T DETAIL 4/A3-I ~ T. NEW PARTITION: 2x4 WOOD STUD • 16" O.G. SIDING. CEDAR SHAKE SHINGLES AND/OR NBIRAILIN55: REPLACE EX15TIN5 WITH 5/6" MOLD RESISTANT GYP. BD. EACH CULTURED STONE VENEER. SEE RAILINSS WITH PERMMOWA RAILIN55, ELEVATIONS FOR LOCATION AND SAVANNAH' WITH I YT 5OVARE PICKETS 1 DEGK O "TIMI " ERTEGH" DECKIN AT FIR57 FLOOR UNITS 1/4" = 1'-O" G WITH SIDE EXTENT OF EACH. SEE NOTE REGARDING AND DECORATIVE ARCH AS INDICATED. o ~ it ..DR) "DRY SPADE" DRAINAGE SYSTEM SEE NOTE IS FOR ALTERNATE VINYL 51DINS OPTION P05TA ARE TO BE SWARE DECK POSTS 8. REMOVE EXISTING, EXTERIOR DOOR rv KITCHENS IN UNI75 44, 45 E 46: COL O REPLACE EXISTING GOUNTERTOP COLOR: CEDAR (TYPICAL) LOCATE PTAG UNDER SCOPE OF WORK WINDOW. PROVIDE OPENING N EXTERIOR AND FRAME AND REPLACE WITH NEW. 1-1. PROVIDE HEATING LAMP, LIGHT t VENT WITH POLY-PYRAMID TOP- RAILIN515 © AND BASE CABINETS WITH NEW AI Jii I DI UNIT UNITS 44.45 k 46: AND NEW LINTEL AS WALL SEE DOOR SCHEDULE. REPAIR EXISTING, WITHIN EACH UNIT BATHROOM. SEE MEP TO BE 42' K m Al UNIT REFER TO SCOPE OF WORK REQUIRED. SEE DETAIL HEAD t LINTELS ON AN AS NEEDED BASIS. DWG'S. FOR DETAILS a LUNIT 3'I B O REMOVE EXISTING A/G GOUNTE D AND AND SOLID WOOD m NOT UNITS < GL05E OPENING BASE CABINETS. REMOVE g G w GOh NOTES FOR WORK TO BE 4A/A5-1 SEE NOTE 5 FOR 9. REMOVE EXISTING INTERIOR DOOR 16. REPAIR LINTELS OVER EXISTING MASONRY v WITH STGNING GONST. EX15TINS OVEN. REPLACE ? v COMPLETED. WINDOW SEE NOTE 5 FOR REPLACEMENT AND REPLACE WITH NEW. SEE DOOR OPENINGS ON AN AS NEEDED BA515 m Al 1I) / L OF EXIST. WALL (TYP) EXISTING SINK AND n O OB WINDOW SCHEDULE r py ,,,,/33~ REFRI6ERATOR„~ ~J II 3 REPLACEMENT --:E =E 19. REPLACE EXISTING METAL DECK JOIST 4 B1 BI SEE NOTE II TiD-I WO- 10. REPLACE INSULATION AS REQUIRED HANGERS WITH COATED METAL JOIST 2 SEE NOTE -1 / HANGERS ON AN AS NEEDED BASIS GI UNIT 36 0 ~C}j II ° 20. EXISTING ONE HOUR RATED CONCRETE UNIT 36 EXIST. GONG. SEE NOTES 2 # 5 - - BLOCK WALL SEPERATION AROUND WATER REMOVE BLOCK WALL FOR SCOPE OF TB_I EXISTING WORK IN UNIT t ELECTRICAL UTILITY ROOMS AI B o 2- 1 o DI O RExi RAILINGS BATHROOM MG H-' I - SEE NOTE 17 J ' SEE NOTE 14 SCOPE OF WORK IN LAUNDRY L STORAGE AREAS: V~ ST-I IN ADDITION TO SCOPE OF WORK IN ALL UNITS INCLUDE THE FOLLOWING SCOPE OF WORK: ' Q O IA. REMOVE EXISTING, FLOORING AND PATCH EXISTING UNDERLAYMENT ON AN AS-NEEDED T-IT rf J f ~ 7 T icr) TF1 I7TlT1UNIT 35 IN. /l ox "fllllII II IIIII N IL LI-i I I Li -L FLI 11~L1: I7 Fl TI? T-I T f~ EXISTING EXISTING SEPrRATION WALL. SEE NOTE 6 SEPERATION WALL. BASIS. REPLACE WITH SHEET VINYL 1 1 1 1 1 1 1 IA 1UP UNIT 35 IIIIIIIII IIIIIIIIIIIIIII SEE NOTE 12 SEE INOTE 12 2A. PROVIDE FIRE RATED 5EPERATION (WALLS t CEILING) THROUGHOUT LAUNDRY/6ARASE ( 111 L 1 LL xl ? AI LI 11 n L 11 Li L Li NOTE: AREA TO SEPERATE IT FROM THE ADJACENT SPACES. SEE NOTE I FOR FOR PLUMBING DEG \ - - b ABOVE REMOVE EXISTING REMOVE EX15TINO REN 5GOPE OF WORK IN FIXTURE LEGEND REMOVE EXISTING STAIR t RAILINGS. m AI STAIR 4 RAILIN65. DO STAIR 4 RAILIN55. 5TA REMOVE EXISTING 5I7TINO/SLEEPIN6 EXIST. SLEEPING SEE A3-I AND STAIR & RAILINGS. DO AREA AREA PLUMBING DWO'5. REPLACE WITH NEW DECK PTAG UNIT5 NOT REPLACE REPLACE WITH NEW NOT NOT REPLACE STAIR < RAILING ABOVE rv (TYP). SEE STAIR 4 RAILING MEP DW6'S. SEE NOTE 8 If- SEE (NOTE 11 2 r © UNIT 34 UNIT 34 2 ~ r F OG cO P Fv_ SEE 'NOTE 15 FOR 3-4 P 3-4 B-4 ry o E-4 SCOPE OF WORK IN O EXTERInR WAI I Q r-- ° n O O - m O Q m m N Z 'Al REMOVE EXIST. LOW y E) UNIT 45 ° DOWNSPOUT (TYP) o J - SEE NOTE 5 FOR WALL THAT DOES NOT OP SEE MEP DW55. FOR DI L - - 1 WINDOW CONTAIN F.E. (TYP) -yam' 1 STORM WATER TMP 1 REPLACEMENT _ T rf='I cf.,AL UNIT II~~ 4 - ry - UNIT 55 UNIT 33 I TI DETENTION DESIGN y - DETAILS I - I T AT FIR5T FLOOR UNITS 1/4" x I'-0" 1 DOWNSPOUT (TYP) P W UPI SIM SEE MEP DW6'5. FOR A in ~I) \ B L LI1 DI O - Sul 4 3 STORM WATER a DETENTION DESISN - WALL TYPE5 LEGEND a DETAILS Al DI ° PROPOSED RELOCATE PARTITION/ITEM TO BE REMOVED in U PRC PTAG NOTE, L = PROPOSED RELOCATED DECK FOE POSITION OF NEW STAIR GI 3 R LOCATE PTAG'S UNDER GOSITIONGSF NEW 5TAI EXISTING WALLS TO REMAIN I I 4 wINDOW5 UNLESS OTHERWISE I o O UNIT 52 UNIT 32 4 RAILINGS. NEW RAILING5: REPLAOE EXISTING v v WATERPROOF INSIDE FACE OF GONG. J/ l~EY FLAN BLOGK WALL. NEW FURRING TO BE INDICATED OR FIELD RAILINGS WITH PERMAPORGH RAILINGS, am A DWELLING UNIT "5AVANNAH" WITH I Y2" 50UARE PICKETS o 5ERERATION WALL. SEE DECK DECK CONSTRUCTED OF 2 1/2" METAL STUD a CONDITIONS DICTATE OTHERWISE. PROVIDE OPENING P o AND DECORATIVE ARCH AS INDICATED. - NOTE 12 (TYP) 0 0 o 16" O.G. WITH I LAYER OF 5/8" MOLD 9 AND NEW LINTEL AS REQUIRED. I _ P05TA ARE TO BE 50UARE DECK P0575 DI ;D 5 b WITH POLY-PYRAMID TOP- RAILING 15 TM ry RESIATANT GYP. BD. TO UNDERSIDE OF REMOVE EXI5TIN6 WALL OPENING VERIFY IN FIELD. ry GEILIN5. NEW R-IB BATT INSULATION 8 BETWEEN STUDS. TO RECEIVE NEW WINDOW. SEE to NTAL FIRE TO BE 42" H. DI 6 BARR g SIMD 7 SEE NOTE No. II WINDOW SCHEDULE. PROVIDE NEW STEEL LINTEL. SEE 2/A4-2 ROOF ABOVE DETAIL 9/A5-4 m NEW PARTITION: 2x 4 WOOD STUD 9 16" 6 IZlaO/Oa 1I TO aRLDIN6 DEPARTMENT Nit AlUNIT 31 ° O.G. WITH 518" MOLD RESISTANT GYP. 5 1129-08 Isw TO Owl-DINS 0EPARIFIENT NR 1 o OP WALL (UL 01-525) SEE 3-3 o A 2'-6" ° 77 - UNIT 31 0' 4' 2 UNIT 46 6^ BD EACH 51DE 4 62408 15511ED TO O*m NR 4,_3,. 4,_0" I,_6"3,-4„ -y" 3._4,. ,_b4.14,_0" '_4" 3._4 -0„ 3,_4" 4,_0" T_3" 4._0., ,_3" 3,_4" 1_0" 31_4" ,_0" 4,-0" 4,_T' ry P 22~ EXISTING DWELLING UNIT 5PPERA71ON 3 511-0a RE-I%IIFD TO BUILDING DEFARTHNf NPR O ~ P O a DI Ir..B~~:....... TMP v II WALL TO REMAIN. REPLAGE EXI57ING 2 ¢30-08 IY>VED TO BIILDINO DEPARTMENT NPk O O O O O O = Al TMP TMP B E GYP. BD. EACH SIDE WITH 5/8" TYPE "X" MOLD RESISTANT GYP. BD. 1 410-08 195W TO DEL. Him SEE NOTE No. 12. Al Al Al AI Al AI AI SUB DATE DESCRIPTION BY PROVIDE SOUND DEADENING INSULATION I I ~ IN DWELLING UNIT 5EPERATION WALLS. SEE NOTE No. 14 EHASZ GIACALONE UNIT 30 UNIT 24 UNIT 25 UNIT 26 UNIT 2-1 UNIT 28 UNIT 2cl DWELLING UNIT - J5~~ ARCHITECTS, P.C. SEPERATION MOVE ° EXI5T ~E = o 0 o v RAISE ROOF SLOPE BI BI EX15T. DECK HALL. SEE NOTE EXI5T. 12 ( O Q. O 3 KITCHEN ON LOWER ROOF. `r N 431 CONKLIN STREET ~ r PTAG UNIT - PTAC UNIT FARMINGDALE, NEW YORK 11735 L.. (TYP). SEE (TYF). SEE TEL:(516)420-8383 FAX:(516)420-0195 MEP DWG's 6 MEP DWG'5. ry H Y TMP p THESE PLANS ARE AN INSTRUMIENT OF SERVICE 0 6 Moo O 11 1 o o E; o o 11 :L AND ARE THE PROPERTY Doooo °oOo of OF THE ARCHITECT ?oo o0 O O LEN OH T5 ~ . 20008 H 4" " b°, l'-1" 4'-I j 0- N 8 V INFRINGEMENTS WILL BE PROSECUTED - 4~ - F D2 s 3-3 Q 14_5L2 BLOCK ONGL . . SEE-6" 4' ' L2'8 PROJECT b EXI53T. WINDOW y 2 4 q EN ETXIST. a Co D o REMOVE EXI5TI NO SANTORINI BEACH 3-TO REMOVE ISTINS JALOUSIE WINDOW AND CLOSE OPENIN~G/p VATE NEW 4 WITH MATCHING GON5T. OF EXIST. GONG. BLOCK WALL. (TYP) ~o ® r- = STAIR 6 RAILINGS `aU RESORT WINDROW. (SEE REPLACE WITH NEW 3800 DUCK PONT) ROAD REMOVE EXIST. WALLS, DOOR, WOOD P05T, ROOF, ETC. NE SGHEEDULE) W WALL TO BE CONSTRUCTED OP1 CULTERSTONE 51DINS OVER GALVANIZED METAL E EXISTING N EE STAIR d 11 Q5T. ROOF BELOW CUTCE"TOGUE, NEW YORK 11935 a. EXIST. ROOF 161 r - m v ME5H, TYVEK HOUSE WRAP, I/2" GDX PLYWOOD, 2x 4 t RAllLINS5. g O rc DRAWING STUDS m 16" O.G. , FIN. INT WITH 1/2" MOLD RESISTANT E WITfH NEW 3 DI GYP. BD. , R-I5 BATT INSULATIONWITH VAPOR BARRIER t RAILLING - o O" b' 3" 5'-3-.0 8' 10" 3' 8" lo" MOTEL RESTAURANT (KRAFT FADED) BET. STUDS. SEE q/A5-5 O EAST WING FLOOR PLANS °g NEW SWITCH SEAR ROOM. SEE ELECTRICAL DRAWING E-02 FOR LAYOUT INCIDENTAL USE AREA I t TYPA NIT PLAN 2 SEE 5COPE OF WORK NOTES b, 6, II t 15 NOTE: DATE .2/5/08 DRAWN BY GDB INCIDENTAL USE AREA: NEW STAIRS: i REFER TO &A5-5 FOR FOUNDATION PLAN NOTE: INCIL 0.AUr (LAUNDRY 4 STORAGE AREA) MAX. RISER HEIGHT PE' 4EI6HT PERMITTED= 7" SCALE CHECKED BY NEW STAIRS: NE H ONE HOUR FIRE BARRIER SERERATION REQUIRED PER TABLE 302.1.1 ACTUAL RISER HEIGHT R HEIGHT PROVIDED= b.7"t AS NOTED NFR MAX. RISER HEIGHT PERMITTED= 7" O(LAUNI (LAUNDRY R STORASE ROOMS OVER 100 50. FTJ 45TAIR HEIGHT= -IT= PROJECT 01128 SHEET 4 OF 15 g ACTUAL RISER HE16HT PROVIDED= 6.y 1"t PROP °t PROPOSED SERERATION: :EOUIRED= II" KAJ N 45TAIR HEIGHT= WALI *U5II (SEE DETAIL 6/A5-4) MIN. TREAD REQUIRED= 4D PROVIDED= 11" _ gR Aq DRAWING NO. g MIN. TREAD REQUIRED= II GEILINS ASSEMBLY- PROVIDE ONE LAYER 5/8" FIRE GORE ACTUAL TREAD PROVII GYPSUM BOARD TYPE "C" ATTACHED TO ACTUAL TREAD PROVIDED= 11" A RES15LIENT PURRIN6 CHANNEL ON 5 P P L ~,q L UNDERSIDE OF EXISTING GEILINS JOIST o~ eq F~ a f I;RST FLOOR PLAN EAST W I NC a SEGONID FLOOR FLAN Eft 11 3 1 11 ~ILDINS~ WR AAA% •I ~l EAST KNC 2 11 Mm To a4m NR ~ o er~ 0 anvoa REVI5®WNXIWOOIFIrAnoNS NR ` 1 T~` pjppe y' 0F N£ ST REV DATE DESCRIPTION BY N m a m v c PITCHED ROOF NOTE: ?OF NOTE: STRIP EXISTING ROOFING TO NNG ROOFING TO 5HEATHIN6. PATCH NEW RAILIN65. REPLACE EXISTING RAILIN65 REMOVE EXISTING FINISH AND PROVIDE /INSTALL AND REPAIR EXISTING 5HEN R EXISTING 5HEATHIN6 ON AN AS WITH FERMAPORGH RAILINGS, SAVANNAH WITH REQUIRED EASE. PROVIDE I 3A5I5. PROVIDE ICE DAM AND SHIELD I/2" SOUARE PIO RA AND DECORATIVE ARCH NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY THROUGHOUT, ALL ROOF ARE T, ALL ROOF AREAS ARE TO RECEIVE LT 5HINGLE5 OAKRIDOE PRO 50 AR, ELEVATON NOTES: AS INDICATED. POST ARE TO BE SQUARE DECK STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACqQ NEW ASPHALT SHINGLES OA ON. DOLOR: DRIFTWOOD REMOVE EXISTING FINISH AND PROVIDE /INSTAL 'ROVIDE / INSTALL I: NEN RAILIN65. REPLACE EXI5TIN6 RAILIN65 WITH PERMAPORCH POSTS WITH POLY- PYRAMID TOP- RAILING IS FURRING 57RIP5 (SEE WALL SECTIONS FOR DETAILS). DEEP SHADOW. DOLOR: DRII TO BE 42" H. MIN. SEE SPECIFICATIONS NEW CEDAR SHINGLES (DOUBLE COURSE). FACTO GOUR5E). FACTORY RAILINGS, "SAVANNAH" WITH 15/4" 5OUARE PICKETS AND DECORATIVE STAINED RED CEDAR 5HIN6LE5. (TYPICAL) ON IN (TYPICAL) ON Ix AGO ARCH AS INDICATED. POSTS ARE TO BE SQUARE DECK P05T5 WITH "TIMBERTECH" DEOKIN6 WITH "DRY 5PAOE" 4 F 1.2 - REPLACE EXI5TING STAIR $ KISTING STAIR 6 RAILING. SEE 2/A3-2 EXIST. CHIMNEY FURRIN6 STRIPS (SEE WALL SECTIONS FOR DETP :TION5 FOR DETAILS). POLY-PYRAMID TOP - RAILING 15 TO BE 42" H. MINIMUM. DRAINAGE SYSTEM. COLOR: CEDAR (TYPICAL) SEE 5PECIFICATION5 INSTALL AS PER MANUFACTURERS 15TIN6 FINISH AND PROVIDE / IN5TALL EXIST. SOLAR PANELS TO REMOVE EXI5TIN6 CANOPY AND PROVIDE NEW > PROVIDE NEN 2: CLEAN AND STRIP EXISTING VENTS AND APPLY THREE COAT5 OF INSTRUCTIONS. REMOVE EXISTING FINISH AN NEW CEDAR 51HINGLE5 (DOUR INOLE5 (DOUBLE COURSE). FACTORY BE REMOVED. PATCH ROOF NO STRUCTURE AND TRIM AS INDICATED. PROVIDE NEW 5D HGEDAR SHINGLE5 (TYPICAL) ON IN AOQ ROOF AS REQUIRED ROOFING AND TRIM TO MATCH BUILDING 7. PROVIDE NEH BENJAMIN MOORE, MOORGARD 103 LOW LUSTRE FORTIFIED AGRYLIC STAINED RED CEDAR SHIN6L BUILDING HOUSE PAINT, WHITE LEVATIONS. 3 STRIP EXI5TIN6 ROOFING TO 5HEATHIN6 PATCH AND REPAIR FURRING 5TRIP5 s , - SEE 51FECIFCATIONE5 WALL RIPS (5EE WALL SECTIONS FOR DETAILS) FINISHES INDICATED ON THESE ELEVATIONS. CATIONS II 3-s DI DI F- _r T`T EXISTING 5HEATHING ON AN "A5 REQUIRED BASIS". INSTALL ICE DAM AND 51-IELD THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEA ASPHALT 5HINSLE5: OAKRII25E PRO 50 AR, DEEP SHADOH. COLOR: DRIFTWOOD - I 4 h~ J III-111IIIIa~0 III, DH ELEV. IO' FLLOOR /V. H 4: 'WLTURED 5TONE" FACING. OHEN5 CORNING, CLA551C 5ERIE5. 1 3/4" O O O NEW WOOD DECK THICK OVER EXISTING MASONRY SUBSTRATE. (CONTRACTOR 15 TO CONFIRM EXI5TIN6 CONDITION OF PAR6ING TO ACCEPT NEW FINISH) L J I- J O Y~ U•"-4 r -1 Y~ L J I _ _ _ NEW 12" 9 CONCRETE PIER y A A D D rl 5: COMMERCIAL GRADE RESILIENT INTERLOCKING RUBBER MATS ON FOUNDATION MIN. 5'-0" E.P.D.M. ROOF PROVIDE PITCH AS REQUIRED BELOW GRADE TO BOTTOM - - _ IFIRST Fi00R (TYP) (ELEV O'-O" 6: OUTDOOR CEILIN65, SOFFITS, OVERHANGS: ALL EXPOSED SOFFITS, o z_ - - CULTURED STONE FACIN6 ON TH15 WALL W PTAC UNITS UNDER WINDOWS tGRADE LEVEL ETC. ARE TO BE FINISHED WITH PERMAPORCH BEADED CEILING PANELS L J L J L J m L J LOCATE NEW PTAC UNITS UNE PROVIDE PENING AND NEW LINTEL AS "CULTURED STONE" FACING. OWENS CORNING, AND FINISHED AT EDOE5 HITH PERMAPOROH CEILING MOULDINGS, 2&' x NEW 6" WOOD POST WITH FVC COLUMN OPENING AND NEW REQUIRED. SEE DETAIL 4A/A 5EE DETAIL 4A/A3-4 (TYP) 514" ILOOATE NEW PTAr UNITS UNDER WINDOWS 13%` x 12' 5EOTIONS. ALL ARE TO BE PRE-FINI5HED WHITE. ENCLOSURES, PERAWRAP, FLUTED, RECESSED NEW EGRESS WINDOW REMOVE EXISTING A/G UNITS AND CLASSIC SERIES. I THICK OVER EXISTING IPROVIDE OPEVINO NING AND NEW LINTEL AS T: CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 51-OHN WITH MEASURED PANEL, I2"W x 9'M, COLOR: WHITE (TYP)RAISE WINDOW HEAD HIGHT TO CLOSE OPENING WITH MATCHING PROVIDE DECORATIVE AGGE ACCEPT NEW EGRESS WINDOW 0ON5T OF EX15T. WALL (TYP.) ECORATIVE ACCENTS: WATERTABLE, MASONRY SUBSTRATE. ( CONTRACTOR 15 TO RREQUIRED SEE DETAIL 4/A5-4 (T(P) DIMENSIONS IN THE FIELD. DIMEN51ON5 SHOWN ARE TO BE ADJUSTED TO iEGTIONS ACROSS ENTIRE LENGTH OF CONFIRM EXISTING CONDITION OF PAROING . DOLOR: TAUPE BY OWEN5 CORNING. TO ACCEPT NEW FINISH.) FIT DIMENSIONS IN FIELD J~ II 18" L0146 SECTIONS ACRC&. NOTE: F-LEVATION LOW STONE. DOLOR: TAUPE 1 B: CONTRACTOR 15 TO REPLACE ALL TRIM NOT PROVIDED FOR IN THE NEW STAIRS: I SOU7H AT l LEST WINO BUILDING OUTLINED FINISH NORK 5HOAN ON THESE DRANIN65, 50 AS TO PROVIDE MAX. RISER HEIGHT PERMITTED= '7„ A COMPLETELY FINISHED EXTERIOR BUILDIN6. MATERIAL TO BE USED 15 ACTUAL RISER HEIGHT PROVIDED= 6.?"t RIGID CELLULAR PVC BOARDS AND MOULDINGS BY AZEK BUILDING -(STAIR HEIGHT= PRODUCTS MIN. TREAD REQUIRED= II" PITCHED ROOF NOTE: 9: ALL EXISTING EXTERIOR FIRE EXTINGUISHERS ARE TO BE REMOVED ACTUAL TREAD PROVIDED= II" STRIP EXI5TIN6 ROOFING TO 5HEATHIN6. PATCH AND REPAIR EX15TINC 5HEATHIN6 ON AN AS REQUIRED BA515 PROVIDE ICE DAM AND SHIELD PRIOR TO INSTALLATION OF FIN15H MATERIALS, AND RE-IN5TALLED IN THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEN ASPHALT SAME LOCATION WHEN INSTALLATION 15 COMPLETE PITCHED ROOF NOTE: 5HINOLE5: OAKRID6E PRO 50 AR, DEEP 5HADOW COLOR; DRIFTWOOD 12 STRIP EXISTING ROOFING TO 5HEATHIN6. 4 REMOVE EXISTING FIN15H AND PROVIDE / INSTAL PROVIDE /INSTALL PATCH AND REPAIR EX15TINO 5HEATHIN6 ON COURSE). FACTORY AN AS REQUIRED SAVE. PROVIDE ICE DAM REMOVE EXISTING FINISH AND PROVIDE /INSTALL PROVIDE AND INSTALL DECORATIVE TRELLIS NEW CEDAR 5HINOLE5 (DOUBLE COURSE). FACTO AS SHOWN (SEE DETAILS FOR LARGER DWG.) STAINED RED CEDAR SHINGLES (NPICAL) ON IN (TYPICAL) ON Ix AOQ AND SHIELD THROUGHOUT, ALL ROOF AREAS NEW CEDAR 5HIN6LE5 (DOUBLE COURSE) FACTORY ARE TO RECEIVE NEW ASPHALT 5HINGLE5: STAINED RED CEDAR 5HINGLE5. (TYPICAL ON Ix AGO FURRING STRIPS (SEE WALL 5ECTION5 FOR DETP STION5 FOR DETAILS). OAKRID6E PRO 50 AR, DEEP SHADOW. FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). REPLACE EXISTING STAIR SEE 5PECIFIGATION5 COLOR: DRIFTWOOD SEE SPEGIFIGATIONS 6 RAILING. SEE 2/A3-2 NEW RAILINGS: REPLACE EXISTING RAILINGS WIT INC, RAILIN65 WITH DI DI PERMAPORGH RAILINGS, "SAVANNAH" WITH I Yd' PIGKET5 AND DECORATIVE ARCH AS INDICATED :NNAH" HITH I Y]' SQUARE GH AS INDICATED. CULTURED STONE FAGING (TYPICAL) III POSTA ARE TO SE SQUARE DECK POSTS WITH P :K POSTS WITH POLY- Eo PYRAMID TOP- RAILING 15 TO BE 42" H. I~ TIM, _ l 3E 42" H. ,,jl~5EG_OND FLOOR V ELEV _ COMMERCIAL GRADE RESILIENT INTERLOGKIN61 T INTERLOCKING RUBBER - - - MATS ON E.P.D.M. ROOF PROVIDE PITCH AS REIS - P DE PITCH AS REQUIRED F ml PVC COLUMN ENGL05URE5, PERAWRAP, ANRAP, O N I FLUTED, RECESSED PANEL, 12" WIDE X HIDE X J 9'4- H16H, COLOR: WHITE. A A _ I IL gt-, .~F_IR5T FLOOR . _ L - 4ELEV. O' -O° PROVIDE DECORATIVE ACOENT5: WATERTABLE, REMOVE EXISTING FINISH AND PROVIDE INSTALL 18" LONG 5ECTIONS ACROSS ENTIRE LENGTH OF LOW STONE. / Q ADJUST HEIGHT OF COLUMN ENGLO51RE BA5E ACCOMODATE "CULTURED STONE" FACING. OWENS C ING. OMENS CORNING, NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY COLOR: TAUPE BY OWEN5 CORNING INCREASED RAMP HEIGHT 2 CLASSIC SERIES. 15/4" THICK OVER E 'HICK OVER EXI5TINO STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix AGO PVC COLUMN ENCLOSURES, PERAWRAP, FLUTED, RECESSED 5LOPE GRADE UP TO LEVEL OF EDGE OF RAMP MA50NRY SUBSTRATE. ( CONTRAGTC CONFIRM EXI5TIN0 CONDITION OF Pf ' CONTRACTOR 15 TO DITION OF PAROINO FURRING STRIPS (SEE NALL 5EOTION5 FOR DETAILS). PANEL, AROUND EXI5TIN6 COLUMNS 6" W x Pl'f H, COLOR: REMOVE EXI5TIN6 FINISH AND PROVIDE / INSTALL NEW CEDAR TO AGGEPT NEW FINISH) SEE SPECIFICATIONS WHITE. RUN LEADERS WITHIN COLUMN ENC105URE (TYP) 5HINGLE5 (DOUBLE COURSE). FACTORY STAINED RED CEDAR 5HINGLES. (TYPICAL) ON IN AOQ FURRIN6 STRIPS (SEE WALL SECTIONS FOR nNOi~THELEVATION DETAILS). SEE SPEGIFICATION5 \~7J AI Y=G l YYIIYO DUI W114p '~v EXISTING LUM YAKI I IIUN: tNI IKL WALL =mrmuc m iv vu, STONE" PACKS, OWENS CORNIN, OLA551C 5ERIE5, 1 3/4" THICK. TOP o a PORTION 15 TO BE PAINTED BENJAMIN MOORE, MOORGARD, LOW LUSTER, FORTIFIED ACRYLIC HOUSE PAINT, WHITE. (TYPICAL) REMOVE EXISTING FIN15H AND PROVIDE / INSTALL NEW CEDAR 5HINGLE5 (DOUBLE COURSE). FACTORY 5TAINED RED CEDAR PITCHED ROOF NOTE: SHINGLES. (TYPICAL) ON Ix AGO FURRIN STRIPS (SEE WALL STRIP EXI5TING ROOFIN TO 5HEATHING PATOF :HEATHING PATCH AND 4 REMOVE FX15TINO FIN15H AND PROVIDE / INSTALL I SECTIONS FOR DETAILS). 5EE SPECITICATION5 REPAIR EXI5TIN5 5HEATHING ON AN AS REQUIS AN AS REQUIRED 1) 6 <E %T ' FLAN NEW CEDAR SHIN6LB5 (DOUBLE COURSE). FACTORY 3- PROVIDE ICE DAM AND SHIELD THROUGHOUT, P AREAS ARE TO RECEIVE NEW ASPHALT 5HINGL D THROUGHOUT, ALL ROOF OOF ASPHALT 51-I145LE5: STAINED RED GEDAR 5HIN6LE5. (TYPICAL) ON Ix AGO v OAKRID6E PRO 50 AR, DEEP 5HADOW. COLOR 5HADOK COLOR: 9/RRIN6 STRIPS (SEE WALL SECTIONS FOR DETAILS). DRIFTWOOD SEE 5PECIFIOATION5 NEW ROOFING (SEE- TYPICAL 12 12 I NEW STAIR 6 COMMERCIAL GRADE RE5ILIENT INTERLOCKING IT INTERLOCKING 4 04/09/O9 MISC. WERIOR STAIRS REV. 18R 1F PROVIDE PITCH AS 3 12190/09 15519) TO EVILDIN5 DEPARTHENT Im ROOFING NOTE) 4 4 F-- NEW As-2 RAILING, SEE RRUBUBR MMATS ON E.PD.M. ROOF PROVIDE PITY RAILIN. SEE I/A3-2 2 10/6/09 REMS® HANDICAP UIUT LOCATIONS NFR A-5-2 I/A3-2 NEW RAILINOB REPLACE EX15TINO RAILINGS WI' FINE RAILINGS WITH _ PEMAPORLH RAILINGS, "SAVANNAH" WITH I Y2" NNNAH" WITH I Y2" SQUARE 1 anWa6 REVISED WNDOW 0IFI6uRATN7l5 Kit 61 81 _ _ - PICKETS AND DECORATIVE ARCH AS INDIGATEI P05TA ARE TO BE SQUARE DECK P05TS WITH F ZCH AS INDICATED. REV DATE DESCRIPTION BY 26K P05T5 WITH FOLY- BI max- DI DI _ DI f DI DI PYRAMID TOP- RAILING 15 TO BE 42" H. BE 42" H. 9 8 W G~ II J III c` II` SECOND FLOOR III IWII - _ - ELEV. 10'-O" t 7 6 12P0/0b 1551ED TO BUILDING DVARrmw fffR 1 _ _ I F PVC COLUMN ENCLOSURES, PERAWRAP, RAWRAP, 5 1-29-06 ISSUED TO Su1LDIN6 DEPARTKNT NFR O - - F - F o I FLUTED, RECESSED PANEL, 6" WIDE X WIDE X D D P O J - 't- H[611, GOLOR: WHITE. 8 4 6-24-06 1551® TO MIIER NFR 3 5110 RE-159M TO EUILDIN6 MTARTFtw NFR CULTURED STONE FAGIN6 (TYPICAL) FIRST FLOOR_ - - ELEV. 2 4.90.Ob ISaw TO 5111-/21146 DEPARTMENT NFR 1 4-10-09 1551FD TO DEC. NFR REMOVE EXISTING FINISH AND PROVIDE / INSTALL ~ NEW CEDAR 5HIN6LE5 (DOUBLE COURSE). FACTORY WRAF EXISTING COLUMN WITH aVG XI5T' N6 LOW PARTITION: ENTIRE HALL SURFACE PROVIDE DECORATIVE ACCE G} GRADE LEVEL WITH PVG IS BE "CULTURED 5TONE" FA INS' OWENS lb" LONG SECTIONS ACROSS ENTIRE LENGTH OF WRAP CULTURED STONE FACING 5 SUB DATE DESCRIPTION BY STAINED RED CEDAR 54I1 (TYPICAL) ON Ix AGO Q COLUMN ENCLOSURES, PERAWRAP, 'RAWRAP, CORNING, CLASSIC SERIES , 3/4" THICK. TOP LOW STONE. COLOR: TAUPE, BY OWENS LORNIN BALK TO DOOR BKK FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). FLUITED, RECESSED PANEL, 6" WIDE X EL, 6" WIDE X PORTION IS TO BE PAINTED BENJAMIN MOORE, EHASZ GIACALONE _ SEE SPECIFICATIONS 8'+-- HIGH, COLOR: WHITE. (TYP) . (NP) M00 ARD, LOW LUSTER, FORTIFIED ACRYLIC PROVIDE AND INSTALL DECORATIVE TRELLI5 ) HOUSE PAINT, WHITE. (NPICAL) AS 5HOWN (SEE DETAILS FOR LARGER PAS, R'S o (TYPICAL) ARCHITECTS, P.C. 431 CONIKLIN STREET 3EA5T ELEVATION GUL-TURED STONE FAGIN6 (TYPICAL) - AT NE5T WINO 5UILDINO PITCHED ROOF NOTE: FARMINGDALE, NEW YORK 11735 REMOVE EXI5TIN6 FINISH AND PROVIDE / INSTALL STRIP EXISTING ROOFIN TO SHEATHIN. PATOI iHEATHIN6. PATCH AND TEL:(516)420-8383 FAX:(516)420-0195 NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY REMOVE EXI5TINO FIN15H AND PROVIDE / INSTALL REPAIR EXI5TIN6 SHEATHING ON AN AS REQUIF ON AN AS REQUIRED BASIS. STAINED RED CEDAR SHINGLES (TYPICAL) ON Ix AGO NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY PROVIDE ICE DAM AND SHIELD THROUGHOUT, f 1 STAINED RED CEDAR 5HINGLE5. (TYPICAL) ON Ix AGO AREAS ARE TO RECEIVE NEW ASPHALT SHINI .D THROUGHOUT, ALL ROOF THESE PLANS ARE AN I ASPHALT SHINOLE5: INSTRUMENT OF SERVICE FURRING STRIPS (5EE WALL SECTIONS FOR DETAIL5). FURRING 5TRIP5 (SEE WALL 5EGTION5 FOR DETAILS) OAKRIDOE PRO 50 AR, DEEP SHADOW. 60LOF SHADOW. COLOR. AND ARE THE PROPERTY goo oi° ?i SEE SPECIFICATIONS SEE 5PECIFIGATION5 DRIFTWOOD OF THE ARCHITECT DOD D° (10 INFRINGEMENTS WILL BE REMOVE EXISTING A/G UNITS AND 61-05E OPENING WITH MATCHING REMOVE EXI5TIN& FIN15H AND PROVIDE / INSV NEW CEDAR 5HINGLE5 (DOUBLE COURSE). FACT PROVIDE / INSTALL PROSECUTED E COURSE). FACTORY GON5T. OF EXIST. WALL (TYP.) WHERE STAINED RED CEDAR 5HINGLE5. (TYPICAL) ON (TYPICAL) ON Ix ArG PROJECT 's. PTAG UNIT 15 LOCATED IN EXIST. FURRIN& STRIPS (SEE WALL SECTIONS FOR PEI .GTIQN5 FOR DETAILS). SANTORINI BEACH OPENING WIDEN OPENING AND SEE SPECIFICATIONS PROVIDE LINTEL AS REQUIRED RESORT N N NT INTERLOCKIN6 3800 DUCK POND ROAD GOMMERVAL GRADE RESILIENT COMMERGIAL GRADE RESILIENT INTERLOCKING ON E.P.D.M. ROOF PROVIDE PITC RUBBER MATS G G G 1I AS REQUIRED DF PROVIDE PITCH CUTCHOGUE, NEW YORK 11935 INTERLOOKIN6 RUBBER MATS ON II~~"-II4I rn E.P.D.M ROOF PROVIDE PITCH AS G G REQUIRED C II II II r II I - 9 NEN AP E"HPEMOR04 RAILIN SAVANNA" WITH I A` TINS RAILIN65 WITH DRAWING ti II II II ANN" WITH T SQUARE MOTEL 4 RESTAURANT 55EGOND FLOOR J L J LI J I- J L J L -I L J L J - PICKETS AND DECORATIVE ARCH AS INDICATE P05TA ARE TO BE SQUARE DECK POSTS WITH RGH A A5 INDICATED. ECK POSTS WITH POLY- Y ELEV. 10'-O" t - _ _ PYRAMID TOP- RAILING 15 TO BE 42" H CBE 42" H WEST WINS ELEVATIONS IE EE ® ® ® J 0 L J g H H H H H FH H - "CULTURED STONE" PAGING. OWENS DIN5. OAFN5 CORNING, DATE 2glob DRAWN BY 605 CLA551C SERIES. 1 s/4" THICK OVER THICK OVER FX1571NO MASONRY SUBSTRATE.( GONTRAGT CONFIRM EXI5TIN0 CONDITION OF F ( CONTRACTOR 15 TO SCALEA5 NOTED CHECKED BY NPR NDITION OF PAR61N6 AFIR5T FLOOR VELEV. O'-O" REMOVE EXISTING A/C UNI75 AND REMOVE EXISTING FIN15H AND PROVIDE / INSTALL L J L J L J TO ACCEPT NEW FINISH.) PROJECTo-112a.00 SHEET r5 OF 15 f "CULTURED STONE" FACING. OWENS GLO5E OPENING WITH MATCHING NEW CEDAR 5HIN5LE5 (DOUBLE COURSE). FACTORY COLUMN DRAWING NO. °o CORNING, CLASSIC SERIES. 1 3/4" GON5T. OF EXI5T. WALL. (TYP.) 5TAINED RED CEDAR 5HINGLE5. (ttPIGAL) ON Ix ACQ NEW 6" WOOD P05T WITH PVC COLUMN ITED, RECESSED -\SIERED ,y N THICK OVER EXI5TIN5 MASONRY FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). ENCLOSURES, FERAWRAP, FLUTED, RECESSED SEE 5PECIFICATION5 PANEL, 12"W x T±H, COLOR: WHITE (TYP) MITE (TYP) ,QOG \5 en ~A " J qe J` SUBSTRATE. (CONTRACTOR 15 TO LOCATE NEW PTAG UNITS UNDER )NIT5 AND * 9TZ 5 CONFIRM EXISTING CONDITION OF WINDOWS. PROVIDE OPENING WRAP EXISTING COLUMN WITH PVC COLUMN REMOVE EXISTING A/C UNITS AND MATOHIN6 _ m i PARAIN6 TO ACCEPT NEW FINISH.) AND NEW LINTEL AS REQUIRED. z SEE DETAIL 4A/A3-4 (TYP) ENCLOSURES, PERAWRAP, FLUTED, RECESSED GLOBE OPENING WITH MATCHING PANEL, 6" WIDE X 54- H16H, COLOR: WHITE (TYP) CON5T. OF EXISTING WALL. )ALL. v m' P/ ~y N ti O 3 01048 .~i n O "THE STATE P WEST ELEYP~TION AT WEST WING 5UILDIN6 3 a , N Nq N N C REMOVE EXISTING FIN15H AND PROVIDE / INSTALL NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY PITCHED ROOF NOTE: STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix AGO 5TRIP EXI5TIN6 ROOFING TO SHEATHING. PATCH 4THIN6. PATCH FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). AND REPAIR EXISTING SHEATHING ON AN AS SEE SPECIFICATIONS ON AN AS REQUIRED 5A515. PROVIDE ICE DAM AND 5HIELD AM AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEW ASPHALT 5HIN6LE5: OAKRIP5E PRO 50 AR, ARE TO RECEIVE 4 BE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD DD 8 D NEW RAILIN65 REPLACE EXISTING RAILINGS WITH ELEVATON NOTES: 3-3 RAISED ROOF SLOPE PERMAPORCH (RAILINGS, SAVANNAH" WITH 1,V," SQUARE EQ _ PICKETS AND DECORATIVE ARCH AS INDICATED. I: NEW RAILIN65: REPLACE EXI5TIN6 RAILIN65 WITH PERMAPORGH RAILINGS, "SAVANNAH" WITH 13/4" SQUARE PICKET5 AND DECORATIVE P05TA ARE TO BE SQUARE DECK PO5T5 WITH POLY- ARCH AS INDICATED. P05T5 ARE TO BE SQUARE DECK POSTS WITH PYRAMID TOP- RAILING 15 TO BE 42" H. POLY-PYRAMID TOP - RAILING 15 TO BE 42" H. MINIMUM. SECOND FLOOR 2: CLEAN AND STRIP EXISTING VENTS AND APPLY THREE COATS OF Y ELEV. 10'-O" t BENJAMIN MOORE, MOOR6ARD 103 LOW LUSTRE FORTIFIED ACRYLIC HOUSE PAINT, WHITE L J L- F 3. STRIP EXI5TIN6 ROOFING TO 5HEATHIN5. PATCH AND REPAIR EXI5TIN6 5HEATHIN6 ON AN "A5 REQUIRED BA515" INSTALL ICE DAM O O O O O \ O O 0 0 r_=Y r AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RECEIVE NEW nk AII~FIRST FLOOR _ rtuc ne I - _ ASPHALT 5HIN6LE5. OAKRID5E PRO 50 AR, DEEP 5HADOW. COLOR. DRIFTWOOD ELEV. O'-O" CULTURED STONE FACING REMOVE EXISTING 10VE EXISTING A/C, UNI75 AND 4'-O" b' SEW EGRESS WINDOW. 4: "CULTURED STONE" FAGIN6. OWEN5 GORNIN6, CLASSIC SERIES 13/4" (TYPICAL) GL05E OPENING :SE OPENING WITH MATCHING AI5E WINDOW HEAD HIS HT TO REMOVE EX15TIlNG FINISH AND PROVIDE / INSTALL THICK OVER EXISTING MA50NRY 5UB5TRATE. ( CONTRACTOR 15 TB GONST. OF EXI57 1ST. OF EXIST. WALL (TYPJ AGGEPT NEW EGRESS WINDOW NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY CONFIRM EXI5TIN6 CONDITION OF PAR6ING TO ACCEPT NEW FINISH) '.ATE NEW PTAG UNITS UNDER REMOVE EXISTING FINI5H AND PROVIDE / IN57ALL STAINED RED CSPAR SHINGLES (TYPICAL) ON Ix ACQ SOUTH ELEYATI ON LOCATE NEW PT! WINDOWS. PROM JOWS. PROVIDE OPENING NEW CEDAR 5HINI (DOUBLE OOUR50. FACTORY FURRING STRIPS (5EE WALL 5EC71ONS FOR DETAILS) 5 COMMERCIAL 6RADE RESILIENT INTERLOCKING RUBBER MATS ON AT EA5T WINO BUILDING 1/8" I'-O" AND NEW LINTEL NEW LINTEL AS REGNIRED STAINED RED CEDAR SHINGLES. (TYPIGAL) ON Ix AGQ SEE 5PECIFICATION5 E.F.D.M. ROOF PROVIDE PITCH A5 REQUIRED SEE DETAIL 4A/, DETAIL 4A/A5-4 (TYP) FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). b: OUTDOOR GEILIN6S, SOFFITS, OVERHAN65: ALL EXPOSED SOFFITS, ETC. ARE TB BE FINISHED WITH PERMAPORCH BEADED CEILING PANELS NOTE: AND FINISHED AT EDGES WITH PERMAPORGH CEILING MOULDINGS, 2 NE' x R REMOVE EX15TINO FINISH AND PROVIDE / INSTALL NEW STAIR5: I x I2' 5ECTION5. ALL ARE TO BE PRE-FINISHED WHITE. N 5 NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY MAX. RI..SFR HE16HT PERMITTED= T' STAINED RED CEDAR SHINGLES. (TYPICAL) ON 1x AcQ ACTUAL RISER HEIGHT PROVIDED= 6.'1" t (n T: CONTRACTOR 15 TO VERIFY ALL DIMENSIONS SHOWN WITH MEASURED F FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). 7= 6.7"t DIMEN510N5 IN THE FIELD. DIMENSIONS SHOWN ARE TO BE ADJUSTED TO 5 SEE SPECIFICATIONS -(STAIR HEIGHT= FIT DIMENSIONS IN FIELD, 12 1 4 F PITCHED ROOF NOTE MIN. TREAD REQUIRED= Ill. 5 STRIP EXISTING ROOFING TO SHEATHING. PATCH AND REPAIR ACTUAL TREAD PROVIDED= 11" b: CONTRACTOR 15 TO REPLACE ALL TRIM NOT PROVIDED FOR IN THE E EXI5TING SHEATHING ON AN AS REQUIRED BASIS. PROVIDE ICE OUTLINED FINISH WORK SHOWN ON THESE DRAWIN65, 50 AS TO PROVIDE A COMPLETELY FINISHED EXTERIOR BUILDING. MATERIAL TO BE USED 15 G DAM AND SHIELD THROUGHOUT, ALL ROOF AREAS ARE TO RIGID CELLULAR PVC BOARDS AND MOULDINGS BY AZEK BUILDIN6 R 5 RECEIVE NEW ASPHALT SHINGLES: OAKRID6E PRO 50 AR, DEEP b SHADOW. DOLOR. DRIFTWOOD 3-3 PROVIDE AND INSTALL DECORATIVE TRELLIS PRODUCTS- R REPLAGE EXISTING STAIR E RAILING. SEE 2/A5-2 AS 5HOWN (SEE DETAILS FOR LARGER D1,40.) 9: ALL EXI5TIN6 EXTERIOR FIRE EXTINGUISHERS ARE TO BE REMOVED COMMERCIAL 6RADE RE51LIENT INTERLOCKING PRIOR TO INSTALLATION OF FINISH MATERIALS, AND RE-INSTALLED IN SAME LOCATION WHEN INSTALLATION 15 COMPLETE. RUBBER MATS ON E.P.D.M. ROOF PROVIDE PITCH AS REQUIRED .SECOND FLOOR _ _ h lW~'~~ p IGLI~ I II Tf 11 f = - - GULNRED STONE FACING _ I M _ D Il B J 5 B 5 ° B 5 (TYPICAL) n.c mac rtic I ~ rtic _ mac L AII FIRST FLOOR ELEV. O'-O" ~Jw LOCATE NEW PTAG UNITS UNDER PVC COLUMN ENCLOSURES, PERAWRAP, "CULTURED STONE" PAGING. OWENS CORNING, LOCATE , WINDOWS. PROVIDE OPENING FLUTED, RECESSED PANEL, 6" WIDE X PROVIDE DECORATIVE AO: E O GLA55IG 5ERIE5. 1 3/4' THICK OVER EXISTING WINDOW! MASONRY SUBSTRATE ( CONTRACTOR IS TO AND NE4 AND NEW LINTEL AS REQUIRED. 8'+- HIGH, COLOR: WHITE RUN LEADERS 18' LONG SECTIONS ACROS5 S ENTIRE E LENGTH TH OF CONFIRM EXISTING CONDITION OF PARGING SEE DET SEE DETAIL 4/A5-4 (TYP) WITHIN COLUMN ENCLOSURE (TYP) LOW STONE. COLOR: TAUPE, BY OWENS CORNING. TO ACCEPT NEW FIM5HJ 2NORTH ELEVATION AT EAST WINO BUILDING I/6" = 1'-0.. RFMn\ F FVIPTINF. FIMAW AND PRnVInF / INf TAI NEW CEDAR 5HIN5LE5 (DOUBLE COURSE), FACTORY KrLAL=Cnb NV.IAIK4 STAINED RED CEDAR 5HIN6LE5. (TYPICAL) ON Ix ACQ 2 RAILIN6.5EE I/A5-2 P' PITCHED ROOF NOTE: U /1 FURRING STRIPS (SEE WALL SECTION5 FOR DETAILS). B-4 S' E; STRIP EXISTING ROOFING TO SHEATHING. PATCH AND REPAIR EXISTING SHEATHING ON AN AS REQUIRED SASS. REPLACE REPLACE EXIST. DECKIN6 WITH "TIMBERTECH" DECKING. SEE SPECIFICATIONS A ASPHALT 5HINGLE5 WITH ICE DAM AND SHIELD THROUGHOUT, ALL COLOR: CEDAR (TYPICAL) / R ROOF AREAS ARE TO RECEIVE NEW ASPHALT SHINGLES: DO NOT PROVIDE "DRY SPACE" ON UNDERSIDE OF DECK O OAKRIDGE PRO 50 AR, DEEP SHADOW. GOLOR: DRIFTWOOD ON EAST SIDE OF BUILDIN6 / (NEN STAIR 6 I 12 I FLAT ROOF NOTE: ING. SEE2 Gc STRIP EXISTING ROOFING TO M, GOMMERCIAL GRADE RESILIENT INTERLOGKIN6 R000ER / MATS ON E F.D.M. ROOF PROVIDE PITCH AS REQUIRED SHEATHING. PATCH AND REPAIR EXISTING SHEATHING ON AS AS RECOUIRED 15A5I5. REPLACE WITH _ II ® II ® II - NE / NEW RAILINGS: REPLACE EXISTING RAILINGS WITH 4 MINERAL SURFACED ROLL ROOFING II P DI DI DI m FIB _ DI EI EI PI PERMAPORGH RAILIN65, "SAVANNAH" WITH IY2" SQUARE n~ q~y~ PICKETS AND DECORATIVE ARCH AS INDICATED. 3 VT/N?/vl M150. WEROR 5TAIR5 R& NFR l BI ~ _ DI P05TA ARE TO BE 50UARE DECK POSTS WITH POLY- PYRAMID TOP- RAILIN6 15 TO BE 42" H 2 11 11 TO BUILDING DEPARTIRW (FR 5EEON1O FLOOR IWJI. 1 1 MISCaLAW U5 REVI5II WR REV DATE DESCRIPTION BY 9 56 O O O O O 8 rtk rtk 7 AJI FIRST FLOOR _ I rtw tI ELEV. O 0" 6 11 15511® TO BUILDING MPARTRW IFR :,A LJ c O O O O E REMOVE EXISTING FINISH AND PROVIDE / JFAGTORY 1-29-08 15511® TO BUILDING DEPARMW Wt ~ "GULIVRED STONE" PAGING. OWENS CORNING, 5 REMOVE EXISTING FINI5H AND PROVIDE / INSTALL LOCATE NEW P7AC UNITS UNDER WINDOWS, NDOWS. REMOVE EXI5TING A/C UNITS AND NEW CEDAR 5HIN&LE5 (DOUBLE COURSE). A5 CLOSE OPENING WITH MATCH ING 5TAINED RED GEDAR 5HIN61 (TCAGI CLASSIC 5ERIE5. 1 5/4" THICK OVER EXISTING 4 8-2408 ISSUED TO OkM WR NEW CEDAR 5HINGLE5 (DOUBLE COURSE). FACTORY PROVIDE OPEND5 AND NEW LINTEL AS STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix AOQ REQUIRED. SEE DETAIL 4A/A5-4 (TYP) YP) GONST OF EXIST. WALL. (TYP.) FURRING 5TRIP5 (5EE WALL 5EOTION5 FOM MASONRY SUBSTRATE. ( CONTRACTOR IS TO 3 54-M RE-155I1ED TO BUILDING DEPART--W WR I FURRING STRIPS (SEE WALL SECTIONS FOR DETAILS). E A 5T EI E / AT 1 0I V 5EE 5PECIFICATION5 C' CONFIRM EXISTIN6 CONDITION OF PARSING SEE SPECIFICATIONS 2 J~I LL Y n Tc TO AGGEPT NEW FINISH.) 2 4-30-08 I59UED TO EUILDING DEPARIffW tFR J AT EAST WINO BUILDIN6 I/8" = 1'-~O" CULTURED STONE FAOIN6 ON THIS WALL 1 4-10-08 ISSUED TO DEL. 1FR SUB DATE DESCRIPTION BY REPLAGE EX15T. DECKING WITH "TIMBERTECH" DECKING. COLOR: CEDAR (7YPICAL) DO NOT PROVIDE "DRY SPACE" ON UNDER5IDE OF DECK ON EAST 51DE OF BUILDING EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET REMOVE EXISTING FINI5H AND PROVIDE / INSTALL PITCHED ROOF NOTE: FARMINGDALE, NEW YORK 11735 NEW CEDAR 5HINOLE5 (OCUBLE COURSE). FACTORY LTORY 2 EXISTING SHEATHING ON AN AS REQUIRED BASIS REPLACE TEL:(516)420-8383 FAX:(516)420-0195 STAINED RED CEDAR SRNOLE5. (TYPICAL) ON Ix ACQ ' "TALL 57RIF EXISTING ROOFING TO SHEATHING. PATCH AND REPAIR )N Ix AGO ASPHALT SHINGLES WITH ICE DAM AND SHIELD THROUGHOUT, ALL FURRING 57RIP5 (SEE WALLL SECTIONS FOR DETAILS). )ETAILS). B-4 ROOF AREAS ARE TO RECEIVE NEW ASPHALT SHINGLES: THESE PLANS ARE AN SEE SPECIFICATIONS OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD INSTRUMENT OF SERVICE AND ARE THE PROPERTY CDC 000 100001 R, RA15ED ROOF PITCH. OF THE ARCHITECT ?oo SEE SECTION a/A3-3 INFRINGEMENTS WILL BE 5f COMMERCIAL GRADE RESILIENT INTERLOCKING RUBBER MATS ON EFD.M. ROOF PROVIDE PITCH A5 REQUIRED 12 R -2 REMOVE EXISTING FINISH AND PROVIDE / INSTALL PROSECUTED 4 I NE 5TAIR 5 NEW CEDAR SHINGLES (DOUBLE COURSE). FACTORY PROJECT NEW RAILIN65: REPLACE EXI57IN6 RAILINGS WITH 4 PERMAPOROH RAILIN55, "SAVANNAH" WITH y,' SQUARE STAINED RED CEDAR SHINGLES. (TYPICAL) ON Ix ACQ PICKET5 AND DECORATIVE ARCH AS INDICATED. A3= RAW ILING SEE /A5-2 FL FURRING 57RIP5 (SEE WALL 5EOTION5 FOR DETAILS) SAWTORI 41 BEACH P05TA ARE TO BE SQUARE DECK P05T5 WITH POLY- 51 SEE 5PECIFIOATION5 RESORT PYRAMID TOP- RAILING 15 TO BE 42" H. - ri 6 GLJOWNER TO COORDINATE RA15ED ROOF 3800 DUCK POND ROAD N - 12 Lc LOCATION WITH EXI5TING WINDOW LOCATION. ti EI EI EI ~-Al 121 DI D I D `I' BI R RELOCATE WINDOW IF REQUIRED CUTCHOGLTE, NEW YORK 11935 5E_COND FLOOR _ ~ 1~ I Jo ~ o i DRAWING a. ~I ELEV. 10'-0" ' m G "CULTURED STONE" FACING. OWENS CORNING, MOTEL I RESTAURANT 3 - a - EM Ul ll±[± G1 Effl MASONIC SERIES. 3/4' THICK OVER EXISTING EAST WING ELEVATIONS N IFM B IS B B N B G MASONRY SUBSTRATE. (CONTRACTOR IS TO CONFIRM EXISTING CONDITION OF PARSING o D B B B - rt - III rt rtro Tc TO AGGEPT NEW FINISH.) IFM ~ h FIRST FLOOR DATE 25/05 DRAWN BY 6D5 Q ELEV. O'-O" REPLACE EXI5TIN5 5TAIR 4 SCALEAS NOTED CHECKED BY NFR NEW CEDAR 5HINOLE5 (DOUBLE COURSE). FACTORY RAILING. 5EE I/A5-2 ZLOCATE NEW PTAG UNITS UNDER WINDOWS. PVC COLUMN ENOL05URE5, PERAWRAP, PROVIDE AND INSTALL DECORATIVE TRELLIS STAINED RED CEDAR 505LES. (TYPICAL) ON Ix ACQ PROVIDE OPENIN6 AND NEW LINTEL FLUTED, REGE55 PANEL, b" WIDE X PROJECT 0128.00 SHEET -I OF 15 J REMOVE EXISTING FINISH AND PROVIDE /INSTALL o AS SHOWN (SEE DETAILS FOR LARGER DWG.) FURRIN5 STRIPS (5EE WALL SECTIONS FOR DETAILS). A5 REQUIRED. 5EE DETAIL 4/A5-4 (TYP) 8'+-HIGH, DOLOR: : WHITE. 0 SEE 5PECIFCATION5 DRAWING NO. N ~ CULTURE) STONE FACING (TYPICAL) EXI5TIN6 LOW PARTITION: ENTIRE WALL 5URFAOE 15 TO BE "CULTURED PROVIDE DECORATIVE ACCENTS: WATERTABLE, Ch 0 STONE" FAGIN6, OWEN5 CORNIN6, CLA55I0 5ERIE5, 1 5/4" THICK. TOP I8" LON6 5EOTIONS ACRO55 ENTIRE LENGTH OF ~ p lIL ,I C ~T WEST LEVATION PORTION 15 TO BE PAINTED BENJAMIN MOORE, MOOROARD, LOW LU5TER, LOW STONE. COLOR: TAUPE, BY OWEN5 CORNING. Q 9< O 4 G AT EAST WINGEBUILDIN6 1/V" = I'-0,, FORTIFIED ACRYLIC HOU5E PAINT, WHITE. (TYPICAL) ~ ~ Z O xI N ti n I \F. ~`'tislY i~ F 0 a fib. more N 0 '~1NlE STPTEDj V m 3 a - N m v