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HomeMy WebLinkAbout28891-ZFORM NO. 4 TOWiq OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z-30346 Date: 08/11/04 T}IIS CERTIFIES that the building ACCESSORY Location of Property: 6400 MAIN RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 125 Block 4 Subdivision Filed ~4ap No. __ Lot No. __ LAUREL (HAMLET) Lot 24-23 conforms substantially 5o the Application for Building Permit heretofore filed in this office dated OCTOBER 29, 2002 pursuant to which Buildin9 Permit No. 28891-Z dated ~VEMEER 5, 2002 was issued, and conforms 5o all of the requirements of the applicable provisions of the law_ The occupancy for which this certificate is issued is ACCESSORY POOLHOUSE WITH FRONT A~D REAR COVERED ENTRIES AS APPLIED FOR PER ZBA #4624 DATED 12/10/98. The certificate is issued to LAUREL LINKS COUNTRY CLUB INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF ~EALTI{ i~PPROVAL C10-00-0011 ELECTRICAL CERTIFICATE NO. 1177350 PLUMBERS CERTIFICATION D~rmu 06/22/04 WILLIAM SCHWAUB o6/2z/o~ os/o3/o4 /hor~ed S~gnature Rev. 1/91 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES COMPLETION OF THE WORK AUTHORIZED) UNTIL FULL PERMIT NO. 28891 Z Date NOVEMBER 5, 2002 Permission is hereby granted to: LINKS COUNTRY CLUB LAUREL 1833 MAIN ROAD DRAWER A JAMESPORT,NY 11947 for : NEW CONSTRUCTION OF THE POOL HOUSE AS APPLIED FOR WITH TOWI~ ZBA ~ 4624 & PLANNING BOARD APPROVALS at premises located at County Tax Map No. 473889 Section 125 pursuant to application dated OCTOBER Building Inspector to expire on MAY 6400 MAIN RD Block LAUREL 29, 0004 Lot No. 024.023 2002 and approved by the 5, 2004. Fee $ 353.60 AuthoriZed Si~ature ~ /J ORIGINAL Rev. 5/8/02 TOWN OF $ouTHoLD BUILDING DEPztRTMENT T Og~,~T It_aLL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP~ This ajppl/cation must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final sm-e3/of property with accurate location of all buildings, property lines, streets, mad unu~uaI natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewemge-~spesal (S-9 form). 3. Appro-Cal of electrical installatiog from Boerd of Fire Unc~erwriters. . 4. 8worn s_tatement from plumber ~ertifying that the sol)er used in system contains less than 2/10 ef 1% lead. 5. Common?iai building, industfiafbuilding, multiple residences and simi}ar buildings ~tad installations, a certificate of Code Compliance from architect or ~ngineer reSp0usible for the bulldkig. 6. Submit plann'ing Bom:d Approx;al ?f completed Site plan reqUiremem~. B. For ex'sting build~gs (prior to-April'9, 195"0 non-conformi-~, uses, or bufldin~,s and ~*~re-existin*" land · ~.,~te survey o~property showing all property hues, streets, building and tmusual natural or topograph'ie :[eatllros. . ' ..: · ' :: · . 2. A broperly completed application'and a cousent to inspect signed by the applicant. If a Certificate of Occupancy is flehied, the Building Inspector shall ~tate the reason~ therefor in writing to the applicant_ C. lCees 1. Ce)tilie~te of Occupancy - New dwell~g $25 00 Add/tious to dwelling $25 00 Alteratious to dwelling $25 00 Sw2mmmg pool $2~.00 Aocesso/y b~g~25 00 ~_dditionS t° aecess0ry building $25 00, Businesses $50 00 2 Cemficate or Occu :mc, onPre~eX~stm Bmtdirt~ ~' - ,~. ..... P 3 . . :g . ~- $100.00 3. Ph'gtocopy'6fC&rtificateofOccupaa83;~$0g~ ' 4. Ut~tatexiCerti:ficate of Occupancy - $50.00.;: 5. Te~mporary Cer~xf~cate of Occupancy- ~Res~dential $ I5.00 Commercial $15.00 New Cons~ctiom Old or ?re--e~istLng Building: (check one) 'Hamlet ~; 'House No. . ?~ Street . .' -··, ' - F~ ...... . ~ · Suffolk County Tax Map No 1000, Section .. :'1 ~ Block P~t NG~}~ ~ ~ [ ~ Date of Pe~. Appli~: Lot Lot: Health proval: . .~- Planning B3ard Approval: Request fo~: Terapora~ Certificate Filed iX{ap. Undem,riters A. ppro.val: Feb Submitted: $ Final Certificate: w~(check one) Applicant Si~mtu(~-*-----''''''~'- Ha'J, 53095 Main Rcad ~. C). Box 1 ~79 Fax (516/ OFFICE OF THE BUILDI'NG INSPECTOR TOWN OF SOUTHOLD CERTIFICATION (pZ e~se print) (please print) certify thet the solder used in the water supply syster. contains !ess than 2/10 of 1% lead. { Plumloers ...... ~. , Sworn to before me uhis · ~ QUAUFIED IN NO. 01~A6~ COMMISSION ~PIRE8 ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS ~- BUREAU OF ELECTRICITY ~ 40 FULTON STREET - NEW YORK, NY 10038 r~ CERTIFIES THAT Fa Upon the application of upon premises owned by B FULTON ELECTRIC INC. MANZ] HOMES f~ 61 WINDSOR PLACE POBOX 703 Fa CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 ~ Located at 6400 MAIN RD POOL HOUSE LAUREL, NY 11948 I Application Number: 1177350 Certificate Number: 1177350 i Section: 125 Block: 4 Lot: 24.3 Building Permit: BDC: NS11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Fa First Floor, Ontside, Attic, 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 promulgated by the State of New York, Department of State Code Enforcement and Administralion, or other authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of May, 2004. Name QT~ Rare Ratinz Circuit Type .Marm and Emergency Equipment Combo Exit and Emergency Light 4 0 Emergency Light i 0 and Accessories Appliances Exlzaust Fan 2 0 F.H.P. Ftmtace 2 0 Gas Exhaust Fan 1 0 i H.P. Air Conditioner 1 0 48.000 BTU Wiring and De~ ices Receptacle 16 0 General Purpose Switch 18 0 General Purpose Fixture 38 0 Incandescent Fixture 4 0 Fluorescent Receptacle I 0 30 amp Appliance Receptacle 7 0 20 amp Applim~ce Disconnect 1 0 60 amp Air Conditione~- I Receptacle 6 0 GFCI seal IService I~ Continued on Next Page ] of 2 I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 4o ULTON STRE ~ .EW YORK, NV 10038 CERTIFIES THAT Upon the application of upon premises owned by FULTON ELECTRIC lNG, MANZI HOMES 81 WINDSOR PLACE POBOX 703 CENTRAL [SLIP, NY 11722, ROCKY POINT, NY 11778 Located at 6400 MAIN RD POOL HOUSE LAUREL, NY 11948 Application Number: 1177350 Certificate Number: 1177350 Section: Block: Lot: Building Permit: BDC: NS11 125 4 24.3 Described as a Col~te]:ci. aj occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Attic. 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 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 the 3rd Day of May. 2004. Name OTY Rathe Rafin~ Circuit T'~e I Phase 3W Sen-ice Rating 200 .Amperes Ser¥ice Discmmect: 1 200 cb Meters: I seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. -IEFFREY T, BUTLER~ ~-I"1 r-lVERHiLL Ia.D, ~HDR£HAM~ NEW Yr'tRK I 1 '7B''~ November 4, 2003 Town of Southold Building Department Re: Laurel Li~k.s Pool House Dear Sirs: Please note the following concerning this application: · I have inspected the roof framing and fred that the as built construction meets or exceeds the NYCRR for roof loading. Please call if you should have any additional concerns about this application. S~cerely, JE:FF'RE:¥ T, BUTLE:R~ la,I='. ,~,00¥£RHILL -~HORE:HA~ N~-W YDRK 1 1 ~3 1 -8~., I December 31, 2002 Town of Southold Building Depamnent Re: ManT[ Homes Laurel Links Country Club Pool House Permit # ~, ,.~'-.~"/~. Dear Sirs: Please note the following concerning this application: · I have reviewed and inspected the rebar installation for the foundation and found that it agrees with the plans on file for the above mentioned application. · I have reviewed and inspected the foundation insulation and found that it agrees with tI~e plans on file for the above mentioned application. Please call if you should have any additional concerns about this application. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF APPROVAL OF FOOD SERVICE ESTABLISHMENT FOR CONSTRUCTION, ALTERATION OR REMODELING Applicant Laurel Links Country Club Establishment Location 6400 Main Road (Rte. 25) Laurel, New York 11948 Approval is issued under the provisions of Arti:le 13, Section 1304 of the Suffolk County Sanitary Code for: 1) X New Structure 3) __ Conversion 2) Remodeling 4)___ Other TItE FOLLOWING CONDITIONS APPLY: 1) THAT THE PROPOSED CONSTRUCTION IS 1N CONFORMITY WITH THE PLANS SPECIFICATIONS APPROVED BY THIS DEPARTM]~NT. AND 2) THAT THE APPLICANT CONTACT THE APPROPRIATE DISTRICT OFFICE OF THE FOOD CONTROL UNIT PRIOR TO OPERATION OF THE ESTABLISHMENT TO ARRANGE AN INSPECTION OF CO/vlI~LETED CONSTRUCTION; RIVERH]gAD OFFICE (631) 852-1876~AUPPAUGE OFFICE (631) 853-6974. THIS CERTIFICATE IS NOT A PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT. OPERATION WITHOUT A SATISFACTORY PRE-OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE WILL RESULT IN LEGAL ACTION. 3) THAT THE APPLICANT SHALL ASSURE CONFORMANCE ~VITH THE FOLLOWING AMENDMENTS TO PLANS AND SPECIFICATIONS: a) Provide adequate storage area. b) Tl~ee (3) compartment sink must be large enough to allow full submersion of your largest equipment. c) Final appro,~'al Waste Water Management. ISSUED FOR THE COMMISSIONER OF I-t~ALTH - DESIGNATED I:I.EPI~L~ENTATI~.~ DATE Training & Plan Review Unit, Riverhead County Center, Rm. E203, Riverhead, NY 11904631-1152-21167 BUILDING PER3HT E_~CatSIINER CHECK LI~T "' ~ DATE ~VIEWED: ~PLIC.~T: L~o~ ~ DAT~-SL~MITTED: SCTM~ DIST~CT: 1.00], SECTION: ~LOCK: ~ , LOT: EST~ATED PRO,CT COST:~ ~, ENGi~ER:~ FAST TKACK? SINGLE & SEP.kRATE CERTEFICATION-REQU/XED? Mc, NOTES: ~ LOTS 40,000SF -100-24. Lot recognition.(CRfiATED before June 30, l 9fl3). UNDEI~IZED LOTS ]:ROM J.&N.1997 100-25 Merger.~ A noncon£ormmg at an~ time alter 7 l..fi. ZONING DISTRICT: _ REQ. LOT SIZE: _,~.,o~ ACT. LOT SIZE: ~ R~Q. LOT COV. __ .... ACT. LOT ACT. SiDE ~r-o PROP. FRONT / REQ SiDE ("o PROP. REAR / ~oo DESCRIPTION: FLOOD ZOO: ~ ., APPROV_&LS REQUIRED SUFFOLK COUNTY HEALTH DEPT: ~or NO, (BED #): TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DECi vRr-i)£c~,'lns YES or l~ SOUTHOLD TOWN TRUSTEES: YES or 1~9 TOWN ZONING BO~SRD APPROVAL:~or NO TOWN PLAN. BOARD APPROVAL: ~or NO TOWN HISTORICAL PRE (SPLLA_): YES or ~ DTE: / / PERMIT #:R10- NYS ENERGY: YES OR ~ : __ EGRESS(18Hmim?4sqtotal) ,~/. VENT(SQ. FT. x4%) BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- HAVE PRE CO'S: Y OR N BP -Z / C/0 Z- NOTES: _ _ _ · FEE STRUCT~: FOU~ATION: SF /]~ F~ST FLOOR: ~ SECO~ FLOOR: SF OTHER: SF4 fi~ ~Z OTHER TOT_~ TOT~: /~ SF/~ 2 FEE FEE FEE Town Hall. 53095 Main Road P.O. Box 1179 SouUhold. New York 11971-0959 Fax (631) 765-1823 Telephone (631) 765-1802 May 17, 2002 BUILDING DEPARTMENT TOWN O1' 8OIOWI-IOLD Office of the Building Inspector Laurel Links Country Chlb IVlr. Sa[and PO Box A Jamesport, NY 11942 Dear Mr. Saland, Please take notice that in review of your permit application dated Aphl 8, 2001 for Accessm3~ Game Room Building on the property located at Main Road, Laurel, N.Y. Cotmty Tax Map Number 1000 - Section 125 Block 4 Lot 24.23 Enclosed you x~511 f'md the permit application which can not be processed and wfitten until the following is submitted: Three new sets of certified construction drawings reflecting changes in accordance with NYSBC, Town of Southold and Handicap Standards. The construction plans must note the following: Construction Classification, Occupancy Classificationl f~re separations, IlL design Nnrnbers, t3~e of kitchen & appliances, truss certification and specifications for Handicap Standards as required. If there are any questions you can contact us at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. ~Bnm~emoh Building Inspector CC:file 765-1802 BUILDING DEPT. INSPECTION [ ~FOUNDATION 1ST [ I ROUGH PLBG, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [-] FINAL [ ] FIREPLACE & CHIMNEY DATE INSPECTOR . 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [~~OUGH PLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTIO I [ ] FOUNDATION 1ST [ ~ ROUGH PLBG. ] F~DATION 2ND [ I INSULATION [,~ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -~.~",~-..,..._~ DATE INSPECTOR/~/~~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ~SULATION [ ] FRAMING [ ]FINAL [ ] FIREPLACE & CHIMNEY INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING [ ] ROUG~P~BG. [ ] I~ISULATION [~]/~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR~~ TOWN OF SOUTI:I'OLD BUILDING'DE P.-MITMENT TO~VN HALL SOUTHOLD, 1Vi' 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 Exmmmed / ~SX/? ____ , 20 0.2 _&pproved //yE .20 ~2.~ Disapproved a c PERMIT NO, BUILDING PERMIT APPLICATION CHECKLIST--. Do you have or need the follo,x~mg, before applying? Board of Healda 3 sets of Bttilding Plans planning Board approval Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: ~ · 5 T ' r , BLDG. DE['% . , "' ,~;"',.; ' : VAPPLICATION FOtkB_U.IkDING.P_~!~!~IT .... ,-'Po';*."; o~ ~m.~m o ' " / ~, - : .' INSTRUCTIONS a:~;~cr~d~STbe.;~e~y~"ed~byt~ew~ter~r~d~ub~t`m~.eBui~`~pect~r`~3 sets of plus. accurate plot pl~ to scare. Fee according to schedule. / b. Plot pl~ sSow~=g [ocadon of lot ~d of bulldogs on pre~ses, relatio[qhp to adjoi~g pre~ses or public s~e~s or c. The work co~ ered by t~s apphcadon ~5- no~ Be co~nenced before issu~ce ofB~g Pe~t. ¢. Upo~ approval o[rhl5 apphcazion, the Bufld~g ~pecmr will issue a-Buit~g P~t to ~e app~c~r. Such a pemr shall be k~t on the pre~Sses ax aiNble for ~sp¢cdon d=ou¢om ~e work. e. No b~idmg shatl be occupied or used in whole or in p~ for ~y p~ose w~t so ever until the Buil~g ~pector iseues a Ce~i~cate of Occup~cy. ¢ Every building pe~t shaL~ ex, ire if Ibc work authorized ~s not commenced wit~ 12 ~o=ths a~el' the ~e o[ issuance or ~s ~ot been complered *it~ 18 monks eom suc~ &re. E no zo~g mcn~ents or other re~ano=s ~ect~g t~e prope~5 ~ve been ~ac~ed i= the mte~. the ~ldmg ~p~tor may auto'e, in writ, ~e ext~ion of~e pemt for ~ addition s~ momhs. Therea2er, a new pe~r sha~ be requked. _~PLICArlON IS HE.BY 5[~E to ~he Building Dep~ment for ~e issu~ce ora B~d~g P~t p~s~t [o the Buil~g Zo=e Ordi~ce of the Town of Sou~old, S~3E County, 5ew York ~d other appacable Laws, ~d~ces or Re~lado~, for ~e cods[morion o~buit~gs, ad~tiom, or ~terafio~s or ~or r~oval or dmo~tion as h~ein d¢scrib~. T~e apl)licit a~'ees ro comply with all applicable laws, ordin~ces, buitd~g code, hous~ code, ~d re.lahore, and *o admit authorized ~pec~ors on prm~ses add ~ buil~g for necess~y i~pecdo~  .Si~e of ~phcant or nme, if a c o~orafion) S tare whether apphcanr is owneg lessee, agent, ~cNtect, engine~, gener~ conmaetor, elec~ci~, plmb~ or build~ Builders License No. Plumbers Licetzs e N o. Electrictans License No. Other Trade's License No. Nalne of owner of premises _ ../ ff / (As on the tax roll or latest deed) ~tt apnlf~ant is a/corl~ration~i~ature of du~ au~hzed officer ' (Nm~ m~title of co~orate officer) I. Location ofl~d on which pro, dosed wo~k will beAone: / House Number S~eet H~let Counts'Tax Map No. 1000 Section Subdivision Block q Filed Map No_ Lot Lot :2. State ~xi~tihg%se and occupancy of premises and int~l~d use and occupancy of propos ed corkstmdt~on: a. Existing use and ocanpancy '/a~)C_9~A _ '" b. Intended use and occupancy .~ ~O/~C ~,Zi~L- .i 3. Nature of work (check which applicable): New Building /~"~ddirion Mteration - Repair Removal Demolition Other Work (D es cnption) Estimated Cost ,~(~ (~)f (~¢-~ Fee ,/(~/~/ (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars · If business, commercial or mixed occupancy, specie' nature and extent of each type of use. Dimensions of existing"strUctures, if any: Front ZTI 6 Rear Z-Z~4 __Depth · Height Number of Stories / ' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new conslzuction: Front Height Number of Stories Rear .Depth Size of lot: Front Rear 10. Dateofeurchase ~O~.& ~]NameofFormerOwner 11. Zone or use district in. which premises are situated Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES____ l 3_ Will lot be re-graded? YES NO 11 excess fill be removed from premises? YES____ 14. Names of Owner of premises ~_~.- ~__.-C Address ~e,vm eno Name of Architect ,4~.O -g--~,. q'~-~ Address ~ f~=~t .5%~. hone No' NameofCon~actor ¢~2--} Address t~:~ ~)~_ ~_c~PhoneNo' l 5 a. Is this property within 100 feet of a tidal wetland or a freshxx ater wetland' NO * [F YES, SOTJTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * I1: YES, D.E.C. PEP, MITS MAY BE REQUIRED. Neff/0 l 6. Provide survey, to scale, xvith accurate foundation plan and distances to propcxty lines. :' 17. If elevation at any point on property is at 10 feet or below, must pro;4de topograpl6cal data on survey. STA.TE OF NEW YORK) SS: COUN2~OF. ) ,-- ~ 1 I' ,.b O .,JI '4 J, ~t~/~f being duly sx<~em, deposes and says that (s' he (Na~e of iudihduaI signing contract) above named, (S)He is the. .~L,.J ~ .-~ ~ is the appl/cant (Contractor, Agent, Corporate Officer, etc.) of said o~-ner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements co~talned in tiffs apphcation are true to the best of his knowledge and belief: and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this(-~ JOYCE M. ~ Publ~. $tata ~ New No_ ~246, S~k Cou~ Term Expires June 1~ ~ 6¢1-821-8850 '631-821 -7287 fax Jeffrey T. utler, P.E. Te: Building Depar[ment From: Jeff Butler, P.E. Fax: 765-9502 Pages: 4 Phen~,, 765-1802 D~te: October 25, 2002 Re: Pool House application CC: Joe Pfaff Laurel Links Country Club Chuck Thomas [] Urgent [] For Review [] Please Comment [] Please Reply [] Please Recycle a Comments: Bruno, Per your most recent conversation with Chuck Thomas regarding rated assemblies for the above referenced application, I have attached cut sheets for the UL listings for each of the following assembly: Ceiling assembly: Exterior Wall assembly (Load Bearing): Interior wall assembly: Fire Test: UL R2717-29 Design L502, 1-24-64 ULC Design M501 Fire Test: OSU 6536, 3-19-79 GA File #8201 Fire Test :UL NC 505-1, Design U 425 GA Fil~-#1125 Thanks, Jeff Butler There are three (3) hard copies to follow in the mail. Please call with any questions. '=-ire Sound GA SKETCH AND DESIGN DATA ng Rat]hg File STC No. DE'TAILED DESCRIPTION Fire I Sound Construction 'l~pe: Wood Joists, Gypsum Wallboard 1/2. type X gypsum wallboard or veneer base applied at dght -~-~-~-~-~-J..-,-/...-/////~ angles to resilient furring channels with 1" type S drywall screws 12" o.c. WaJIboard end joints located midway between continuous FC 5230 channels and attached to additionaJ pieces of channel 54" long ,7 , with screws 12" o.c: Resilient furring channels 24" o.c. attached with two 5d coated nails lS,,~'' long, 0.086" shank, ~s/'s4" heads, Approx. Ceiling Weight: 2 pst to wood joists 16" o.c. supporting 1~1/~." fiberdeckJng 2'0" xS'0", Fire Test: FM FC-77, 11-3-67 T & G four sides, 3 psi:. Construction lype: Wood Joists, Gypsum Wallboard ~_~_~_~_-_-- -~_~_-_- 1/2" type X gypsum wallboard or veneer base applied at right angles to resilient furring channels 24" o.c. with 1" type S drywall screws 12" o.c. Wallboard end joints located midway between continuous channels and attached to additional pieces of chan- FC 5240 ne154" long with screws 12" o.c. Resilient furring channels 24" Apprex. Ceiling Weight: 3 pst o,c. attached with 1~/4. type W drywall screws to wood joists 16,, Fire Test: UL R1319-65 o.c. supporting 1" nominal T & G weed sub and finish ficor, or Design 1.514, 11-16-64 5/,. plywood finished floor with long edges T & G and ~/'z' in- Sound Test: CK 6512-6, 7, 4-15-65 terior plywood with exterior glue subfloor perpendicular to joists IIC & Test: 39 (67 C & P) with joints staggered. CK 6512-6, 4-16-65 45 I to HR 49 Construction Type: Wood Joists, Gypsum Wallboard ~/2" type X gypsum wallboard or veneer base applied at right angles to resilient furring channels 24 " o.c. with l " type S drywaJl ....... screws 11" o.c. Wallboard end joints located midway between continuous channels and attached to additional pieces of chan- FC 5242 riel 54" long with screws 12" o-c. Resilient furring channels 24" o.c. attached with 1;/4" type W drywall screws or 6d common nails to wood joists 16" o.c. supporting 1" nominal T & G wood Approx. Ceiling Weight: 2 pst sub and finish floor, or 5/a" plywood finished floor with long edges Fire Test: UL R3543-8 T & G and '/2" interior plywood with exterior glue suoflcor perpen- UL Design I..517, 7-8-68 dicular to joists with joints staggered. Construction Type: Wood Joists, Gypsum Wallboard ~__--_~_~_ ~_~-.-~<~ 1/2~' tyPe X gYpsum wallb°ard °r vel~eer base applied at right ~ angles to resilient turdng channels with 1" type S drywaJl screws 12" o_c. Wallboard end joints located midway between continuous channels and attached to additional pieces of channel 54" long  FC 5250 with screws 12" o.c. Resilient turring channels 24" o.c. attached APprox. Ceiling Weight: 2 pst with 6d coated nails, 2" long, 0,113" shank, ~7/s4" heads, to wood Fire Test: UL R2717-29 . joists 16" o,c. supporting 1" nominal wood sub and finish floor, Design L502. 1-24-64  or 5.~,, plywood finished floor with long edges T & G and V2" in- .ULC Design M5D1 terior plywood with exterior glue subl;Ioor perpendicular to joists Sound Test: RAL TL 64-155, 2-7-64~ ",,,.Ath i,~int~ ~,~flered. IlC & Test: 39 (67 C & P) Construct]on Type: Gypsum Wallboard, Gypsum Sheathing, 35 HR 39 WP 8105 WP 8124 (g ,w.) WP 8125 (g,w) WP 8201 (g ,w) to 54 42 Wood Studs interior side: One layer s~,,, type X gypsum wallboard or water resistant backer board or veneer base applied parallel with or at right angles to 2 x 4 wood studs, 24" o.o. with 6d coated nails 1%" long, 0.0915" shank, V4" heads, 7" o.c. Joints el: square edge or bevel edge wallboard may be left exposed. Exterior side: One layer %" type X gypsum sheathing, 48" wide, applied parallel to studs with galv roofing nails- I=A" long, 0.120" shank, 7/i's" or ¥2" heads, 7" o.c. in field, 4" o.c. perimeter. Wallboard and sheathing nailed te'tdp and bottom plates at 7" o.c. Exterior cladding to be attached through sheathing to studs. (LOAD-BEARING) Constructten Type: Gypsum Wallboard, Polyethylene Film, Wood Studs, Glass Fiber, Foam Plastic Boards, Plywood Siding Interior side; s/{,.,, type X gypsum wallboard applied ever.6 mil polyethylene film and parallel to 2 x 4 wood studs 16" o.c. with 6d smooth bright nails 2" long, 0.115" shank, 0-265" head, 8" o.c. Unlaced 3%" glass fiber 0.97 pcf friction fit in stud space. Exterior side; 1" proprietary aluminum foil faced, glass reinforc- ed isocyanurata foam plastic sheathing applied parallel to studs with 11 ga galvanized roofing nails, 1~" long, 0.122" shank, 0.428" heed, 12" o.c. in field, 8" o.c. around perimeter, plywood siding panels applied parallel to studs with 10d galvaniz- ed common nails, 3" ]ohg, 0.135" shank, 0.307" head, 12" o.c. in I~ield, 6" o.c. around perimeter. Rating based on the lesser of loading to 2327 lbs/stud or 83°/0 of full design load. (LOAD-BEARING) Constmctfon 'l~pe: Gypsum Wallboard, Foam Plastic Boards, Wood Studs, Glass Fiber, Wood Fiberboard, Plywood Siding interior base layer 1" proprietary aluminum foil faced, glass rein- forced isocyanurale foam plastic applied parallel to 2 x 4 wood studs 16" o.c. with 11 ga galvanized roofing nails, 1;/2" long, 0_122" shank, 0.428" heed, 12" o.o. in field, 8" o.c. around perimeter with joints taped with 2" wide pressure sensitive aluminum foil tape. Face layer s/~- type X gypsum wallboard ap- plied parallel to studs with 10d smooth bright box nails, 3" long, 0_12B' shank, 0-295" head, 8" o.o. Unfased 3s/~" glass fiber, 0.97 pcf friction fit in stud space. Exterior side ~,~" intermediate grade fiberboard sheathing applied paraJlel to studs with 11 ga galvaniz- ed roofing nails, 11/2" long, 0-122" shank, 0.428" head, 6" o.c. in field, 3" o.c. around perimeter. %" plywood siding panels ap- plied parallel to studs with 8d galvanized box nails, 2V2" long, 0.104" shank, 0.255" head, 12~' o.c. in.field. 6" o.c. around ~3r 750/0 of full ,~e$;.gn load. (LOAD-BEARING) Construction Type: Gypsum Wallboard, Wood Furring, Foam Plastic Boards, Lightweight Concrete Block 2~A" proprietary aluminum foil faced, glass reinforced iso- cyanurate foam plastic boards applied vertically with ~/4" beads et construction grade ~dhesive, 16" o.c. (4 per board width) over nominal 8" x 8" x 16" lightweight 2 cell concrete block (55% solid concrete) with %" type N mortar joints. 1" x 2" vertical wood furring 24" o_c. applied over foam plastic boards with 4" x aAs" concrete fastanem 24" o.c. s~- type X gypsum wallboard applied parallel to furring with 6d smooth bright nails 2" long, 0.115" shank, 0.265" head, 8" o.c. with joints taped_ Wall loaded lo 271 psi. (LOAD-BEARING)-.- Thickness: 43A'' Approx. Weight: 7 psf Fire Test: See WP 3510 Sound Test:. See WP 3510 Insulation: See page 6, Section 10.1. Fire Side Thickness: 5¥4" Approx. Weight: 6 psf Fire Test: OSU 6534, 3-12-79 Rre Side Thickness: 6~/4'' Approx. Weight: 7 psf Fire Tes[: OSU 6535. 2-28-79 Firs Side Thickness: 113~- Approx. Weight: 37 psf Fire Test: OSU 6536, 3-19-79 Soun~d GA SKETCH AND DESIGN DAI~,,'~ Rating' File STC No. DETAILED DESCRIPTION Fire Sound Construction Type: Gypsum Wallboard, Metal Studs Base layer 1/2" type X gypsum wallboard or veneer base applied ; ..., .................. ~.,.. attached to studs and runner track with 1" type S-12 d~ywall ' _~ '_ 45 screws 12" o.c. Face'Jayer 1/2" type X gypsum wallboard or veneer base applied parallel to each side ot studs and attached to WP 1125 to studs and runner track with 1%" type S-12 drywall screws Thickness: 51,~'' 49 12" o.c. Stagger joints 24" o.c. each layer and side. Studs at- Limiting Height: Subject to design tached to each side of top and bottom track with V2" type S-12 Approx. Weight:. 9 psf ~ Pan head screws, or welded. FireTasb 7U,,~gN.~2505-1, Design U 425,/ Bracing: Lateral bracing shall be as described by assembly WP 1206_ Tested at 100 percent of design load. (LOAD-BEARING) Sound Te;t~ Est. Based on WP 161~' ~ (Passed 90 minute fire test.) ,/ Construction Type: Gypsum Wallboard, Metal Studs I I O~le layer %" type X gypsum wallboard or veneer base applied . ....' ,.,I ~- .. . .., I st right angles or parallel to each side of 3%" metal studs 24" WP 1200 o.c. with 1" type S drywall screws 8" o.c. to vertical edges and Thickness: 47/~' 12" o.c. to top and bottom runners and intermediate studs. Stag- Limiting Height: 17'3" ger all vertical and horizontal joints 24" o.c. each side and op- Approx. Weight: 6 psf posite sides. (NLB) Fire Test; FM WP-45, 6-19-68 OSU T-1770, 8/61 Sound Test: NGC 2385, 7-28-70 Construction Type: Gypsum Wallboard, Metal Studs OnelayerYs"typeXgypsumwallboardorveneer base applied ":".,.' ....... ".:".':-.'.:.',,'-'~ ~.:':-:--::' .~'~.'=.: ......... 40 parallel to each side of 31/2'' 20 gage steel studs 24' o.c. and attached to studs and runner track with 1" type S-12 drywall ' __ _~ ' I to screws 12" o.c. Stagger joints 24" o.c. each side. Studs attached ........ "'*"*-':.*:' "'.' '~ :~1 -"' ............... '"'.' to each side of top and bottom track with ~,~" type S-12 pan head HR 44 WP 1206 screws, or welded. Thickness: 4~" Bracing: Lateral bracing spaced not over 40" o.c. shall bo with Limiting Height: Subject to design 1" by 18 gage steel straps attached to each side or with chon- Approx. Weight: 6 pst nel bracing attached to each stud with a clip angle. For studs Fire Test: UL NC 505-2, Design U 425, which contain holes or punch-outs in the web the "O" factor 7-29-82 shall be determined by means of stub column tests. Tested at Sound Test: Est. Based on WP 1200 100 percent of design load. (LOAD-SEARING) Construction Type: Gypsum Wallboard, Metal Studs Base layer 3/s" regular gypsum wallboard or veneer base ap- plied parallel to each side of lS.,~'' metal studs 24" o.c. with 1" type S drywall screws 2'Z" o.c. to edges and 54" o.c. to in- WP 1230 termediate studs. Face layer 1/;- regular gypsum wallboard or Thickness: 33/3" veneer base attached on each side parallel to studs with 13,~'' Limiting Height: 12'0" type S drywall screws 12" o.c. to perimeter and 24" o.c. to in. Approx. Weight: 8 psi termediate studs. Stagger joints 24" o.c. each layer and side. Fire Test: UC, 11-17-64 (NlrB) Sound Test: KG 141, 6-14-64 Metal Studs One layer 1/2" type X gypsum veneer base applied parallel or 1 .... ' ' ' ~ ' '1 at right angles to each side ol 21/~'' metal studs 24" o.c. with Thickness: 35/s'' _ WP 1240 1" type S drywall screws 8" o.c. to edges or ends and 12" o.c. Limiting Height: ~ to intermediate studs. Omit screws in top and bottom runnem. Approx. Weight: 5 psi' Stagger joints 24" o.c. each side. 1As" gypsum veneer plaster Fire Test: UC, 8-5-63; UC, 11-1-63; applied over both sides. Sound tested with 3" glass tiber in stud UC, 5-31-66 · space and with studs 16" o.c. (NLB) Sound Test: G & H NG-269FT, 12-20-65 Charles M. 'Thomas, rchitect P.O. Box 877 Jamespert,.N~ York 11947 -(631) 727-7993 e mail: cdthomas63~aoLcom .Oc~tober 2~, 2002 Town of'Southotd 'Building 'Department Main Road, NY. 1197'I' Lauyal Links Country Club Main Road, Laurei, .New York County tax-Map Number 1000-125-4-24.23 'Dear 'Inspector, This Ietter shall' serve to certify' that the roof truss specification for the Pool' House of the above referenced project will provide'for conformance With the type 4b construction classification ofth$ NYS. Code. Upon final truss delivery and lnst~tion certification, will be provided to you. Thank. yQu fQr your attends, ta this. matter.. ~'CHARLES M. THOMAS, R(. ~ S~NOH~ O COUNTRY CLUB October 17, 2002 Mr_ Michael VeaSty Building Department Head Town of Southold P, O_ Box 1179 Southold, NY 11971 F. 0Ul Dear Michael' I sincerely appreciate you and Bnmo taking the time to meet with me yesterday and review the status of our various projects at Laurel Links. With a number of buildings in the works it can get a little confusing as to which one is where ia the process. g~ I understand it, you have recently received an amended set of plans for the pool house that will hopefully meet all your requirements. If that is the ease w~ look forward to receiving our p~,,uit in the near future. If there are any issues still outstanding, please contact Joe Pfaff, V1> of Laurel Links (722-4990) mad hc will coordinate getting the proper response back your office ASAP. We will shortly be submitting plmns for the Club House and pool and tennis courts, and I've asked Joe to also coordinate those pla~s through the process. So if anything else is needed for your review please copy him on any correspondence. This should be helpful and give your office one point of contact for Laurel I.inks. Thank you again for the time you speut with me and for your patience and cooperation in wofldng with us to bring this project [tom a vision to a reality. We truly believe that Laurel Links will be an attractive addition to Southold Town and a project of which we will all be proud. Ih'esident CC: See Pfaff VP Laurel Links PO Box A · JAMESPOR'r, NEW YORK 11947 · 631-722-4990 SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE August 13, 2002 The ARC met at Town Hall at 4:30 p.m.. Members present were: .Garrett A. Strang, Co-Chairman Robert 1. Brown, Co-Chairman Herbert Adler, Jr., Landmarks Preservation Committee Herbert Ernest, Southold Yah Reiger, Orient Howard G. Meinke;..Cutchogue Robert Keith, Mattituck, Secretary Southold Town Aisc present were Victor L'Eplattenier of the Planning Board Staff, David Saland and Joseph Pfaff for Laurel Links as well as Patricia Moore for Hart's Hardware. Moved by Howard Meinke and seconded by Herbert Adler, it was RESOLVED to APPROVE the MINUTES of the meeting of June 25, 2002. Vote of the Committee: Ayes AI~II. · LINKS (Main Road - Laurel) Robert Brown was absent. (' After learning that the roof vents will be sheathed in copper.and seeing catalogue ~ cuts of coach lamps 0Nestmini~ter ATSL BR7) for exterior building lights and ~, parking lot lights ONestminister ASTL PO4), it was RESOLVED by Robert Keith ~ and seconded by Howard Meinke to APPROVE the APPLICATION. ' ~ ~,¢.~¢f~¢ ~,~rnrniff~' ~,~'~ All / HART'S HARDWARE (Main Road - Southold) It was RESOLVED by Robert Keith and seconded by HoWard Meinke to TABLE the APPLICATION awaiting details of windows, trim, entrance doors,material between the windows, samples of siding, roofing and stucco, catalogue cuts of exterior lighting and location of roof penetrations. It was understood that the gable si.gn would not be inter~ally lighted and that an alternative to the use of stucco will be presented. Vote of the Committee: Ayes all. LEWIS MARINE SUPPLY ( Corwin Street - Greenport) Mr. Strang presented the application but did not participate further or vote. It was RESOLVED by Howard Meinke and seconded by Yah Reiger to APPROVE the APPLICATION with the CONBITIONS that the roof pitch on the new and rebuilt structures as well as the colors and materials match the original building. Vote of the Committee: Ayes All. Following discussion, it was RESOLVED to REQUEST that the Planning Board and Town Board, during the forthcoming amendments to the TOWN CODE, extend the purview of the Committee to NEW RESIDENTIAL SUBDIVISIONS. SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE May 14, 2002 L' ?'.' The ARC met at Town Hall at 4:30 p.m.. Members present were: Garrett A. Strang, Co-Chairman Herbert Adleri Jr., Landmarks Preservation Committee Yah Reiger, Orient Howard G. Meinke, Cutchogue Sanford Hanauer, Mattituck Robert Keith, Mattituck, Secretaw Aisc present were Victor L'Eplattenier of the Planning Board Staff, Diane Herold: David Saland, Jeffrey T. Butler and Joseph Pfaff. Moved by Herbert Adler and seconded by Howard Meinke, it was RESOLVED to APPROVE the MINUTES of the meeting of March 28, 2002. Vote of the Committee: Ayes All. ST. PETER'S LUTHERAN CHURCH (Main Road - Greenport) Ms. Herold presented catalogue cuts of the three types of exterior lighting fixtures, i.e. shielded downlight in the parking area, translucent cylinders at the entrance and an emergency light by the rear kitchen door. The present and future air conditioning units will be screened by arbor vitae. The suggestion to alter the roof line was not agreed Moved by Howard Meinke and seconded by Robert Keith, it was RESOLVED to APPROVE the application. Vote of the Committee: Ayes All. FIRST BAPTIST CHURCH ( North Road - Cutchogue) Ms. Herold presented catalogue cuts of the exterior lighting fixtures, i.e. entrance fixtures, emergency lights in the rear, ground lighting of the front elevation and sign, and shielded downlight for parking. The sign will be 4'x6', parallel to the road and 3 feet above grade; railings will be wrought iron, front roof penetrations a terratone color and the front gable clapboard hardy plank. Moved by Sanford Hanauer and seconded by Yah Reiger, it was RESOLVED to APPROVE the application with the CONDITIONS that the emergency light be a metal haloid fixture, that the colors of the sign be submitted later for approval and that the ground fixtures be screened to the sides with landscaping. Vote of the Committee: Ayes All. A~.,PEA[, S BOARD MEMBERS Gerard P. Goehringer, Chairman Lydia A. Tortora George Horning Ruth D. Oliva Vincent Orlando REPLY MEM'OI~ANDUM' BOARD OF APPEALS TOWN OF SOUTHOLD TO: FROM: DATE: SUB J: Michael Verity, Principal Building In,spector Ien3' Goehrinker, Chairman, ZBA May 10, 2002 " Memo/Inquiry - Laurel Links Special Exception Somhold Town Hall 53095 5,lain Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (63I) 765-1809 http: '/southoldtown.northfork.net W. )A. ?~ :':7. , In reply to your 5,,lay 9, 2002 inquiry, tiffs will confirm that all these improvements were taken into consideration as part of the grant with conditions (of the Special Exception). Tov. m 14211, 53095 Main Road P.O. Box 1179 Southold, Ne,,,;' York 11971-0959 Fax (631) 765-1823 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Geny Goehriager, ZBA Chaimlan From: Michael Verity, Bttilding Dept. Date: May 09, 2002 Re: Laurel Links With regard to the special exception, were the heights and locations of accessory buildings reviewed? JOSHUA Y. HORTON SUPERVISOR Fax (516.) 765-1566 JAMES A. RICHTER, R.A. ENGINEER TOWN OF SOUTHOLD, NEW YORK ! 197l Tel.(516)-765 -I560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Bennett Orlowski, Jr. Chairman - Planning Board Town Hall, 53095 Main Road Southoid, New York 11971 Dear Mr. Orlowski: April 10, 2002 Re: Laurel links Subdivision S.C.T.M. #: 1000-125-04-21 1000-125-04-24.1 1000-126-07-01 The RCA blend base course for the above referenced project has been completed with the exception or the main entrance area adjacent to Route 25. The RCA material used for this project was extremely dirty and potentially contaminated with hazardous waste product. For this reason, the contractor was required to provide laboratory tests that would verifythe presence of Volatile Organics or Heavy Metals. This test has been performed and submitted by Universal Testing Laboratory. The report from Universal Testing, dated 4/5/02, indicates that the chemical analysis of the RCA materials that were sampled and tested are within acceptable levels. A copy of this report has been enclosed for your reference. At this time, all of the utilities are in place and the placement, grading and compaction of the RCA base in the roadway and behind the curbing along the shoulder of the road is considered satisfactory. This road has been approved for Asphalt Pavement. The current condition of the road system meets the minimum access requirements for emergency equipment. The road also meets access requirements for building construction and the Building Department has been notified. If you have any questions concerning this report, please contact my office. CC: r Harris ael Verity (Superintendent of Higk~ys)James~ A. Rl'dhtet' (Principal Building Inspector) 82/12/20-82. 1'2:20 6317270144 .YOUNG & YOUNG 400 Osl'ra~der A~enue Riverh~ad, New York 11901 YOUNG YOUNG PAGE 81 Telephone (631) 727-2303 Facsimile (631) 727~0144 admin~youngengineerzng_com HOWARD W, YOUNG, Land Surveyor THOMAS C. WOLPERT, professional Enginegr ROBERT C TAST, Archil~ct FAX TRANSMITTAL TO' AI-rN: FROM' SUBJECT: NO. OF PAGES: (INCLUDING COVER SHEET) COMMENTS: P[a~zning Engineering Land 5urvc.¥1ng A. rcJfftecl~re 02/12/28~2 ~2:20 6317278144 YODNG YDUNG COUNTY ROBHRT J. SUi~OL~ Cob]frY D~.P k~l~T oI~ I-IIEALT9 S~VIC~ OFFICE OF WASTL~A'I'~ ]V[ANAGEM~N~ (631) 852-2100 PERMIT PAGE CLAm~ B. BRADLEY. MD,. MPH COMM~S$ION~ 02 H~alth ServicesR~ferance# CI~) -'o0-ooll The attaahad plan, when duly signed by a representative of the depa~,~nt, constitutes a permit to cons~xuct a waier supply and/or a ~ewage disposal or collection syamm for thc pmpc~ aa depicted. The applicani should take note of any conditions of app~val, which may be indicated on the plan or enclosed heroin. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other ~ Single Family Residences." Omisdonz or lack of detail on the plan do not release the applicant from the responsibility of having the consa'uction done in conformance with apphcable standa.~. The permit (plan) expires tkn~e (3) years after the approval date. Any modification which may affect the proposed sowage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be pefformad by the department on expired permits_ Permits may be renewed, extended, transferrad, or r~viseA in accordance with the procedures described in Imtructions to Renew, Extonst, or Transfer an Existing Permit for Other than Single Family R~sidenees (Form WWM-018). It is ~e applicani's responsibility to call ~e department in advance to arrange inspections of thc sewage disposal and/or water supply facihtaes prior to bacldilling. These include inspections of thc sewage collection and disposal systeres, water supply system components and piping, and final grading as shovm on the app~,~ved plans. In certain cases, inspections of the soil excavation may be requJ.~d to determine the acceptability of the soils for sewage disposal systems. Thc depaxtment must be notified at least 48 hours in advance to schedule an inspection by calling 852-2097; and excavation inspecdon~ must also. be confirmed by calling 852-2100 prior re 9:30am, the morning of the inzpection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the vse of sewage disposal or water supply systems. WWM-016 (Rev. 4/03/01) Page 1 of 2 02/12/21~02_ I2:20 6317270144 YOUNG YOUNG PAGE 03 .. :.l-IDRef. No. C'~-.oo-~ t ProjecrName L~-,~,-e[ -~.I ~ol~0 C~,~.~_ [ ; CONDITIONS FOR OBTAINING FINAJ~ APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum. prior to building occupancy ~nd use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtal, hag Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). [] Excavation Inspection by the Office of Wastewater Management prior to installation of any leachingpools to determine acceptability of soils. ( Call 852-2097 to schedule an inspechon and confirm by calling $52-2100 prior zo 9:$Oam, the morning of the inspection.) ~,~catisfacmry inspection by Office of Wastcwatcr Management of thc sewage disposal system all 852-2097 to schedule an inspection.) ~]~]~Satisfactory inspection of the wa~er supply system by: ~[~ Office of Westewater Managemem (Call 852-2097 to schedule an inspection.) [] Office of Water Resources, Water Quality Unit ( Call 853-2250 for inspea:fion.) Satisfac£ory inspection by Office of ( 854-2502..for inspection.) the Pollution Control Call [] Sewage treatment plant ~torage tanks [] Other: ~ Application for a Food Permit to the Food Control Unit ( Call 852-206'7 for instructions.) - ~Y.Four (4) prints of an As-Built plan ~ Certificati,o,n from th~ licensed sewage disposal system installer I--]. "S-9 form' froTM Suffolk County Depm'h-nent of Public Work~ (SCDPW) [] Sewer district approval of sewer line installation (for other than SCDPW dis~icts) [] Well drillers certificate [] Water analysis ~9 Certification of Carbon Monox!de A]arm Installation (form WWM-075 MI)) -- ~2Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for_ [] Sewer line~ and sewage collection system [] Retaining wails (approved a~ part. of the sewage disposal system) [] Sewage pump station/valve chamber ]~[Sub-sufface sewage disposal system [] Sewage ~eatmem plant ~lWuter supply system. [] Abandonment of Preexisting sewage disposal system and/or water supply [] Other:. ,VWM-016 (Rev. 4/03f01) Page,,." of 2 · BEi~NET"f ORLOWSKI, JR. Chairman WILLL~I J CREMERS 1-212NNETH L. EDWAF;DS GEORGE RITCHIE L_a. TH.~2~I, JR. RIC FL-MI.D CAGGIANO Town Hall, 53095 State Route 25 P.O. Box 1_1.79 Southold, New York 11971-0~59 Fa'< ,[631) 765-3136 ' Telephone (631i 765-193.a PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 19, 2000 Charles Cuddy, Esq. P.O. Box 15247 Pdverhead, NY 11901 Proposed Site Plan fQ~[urel Links; Ltc,-, SCTM# 1000-t25-3 1~ffi5¢4~'i, !.'~ i" SCTM# 1 O0 O- 12 5 .-4-2ff~2~..... ~ ....· SCTM# 1000-1.26~2M '~ r --~,~ _~ Dear Mr. Cuddy: The following took place at a special meeting of the Southold Town Planning Board on Monday, September 18, 2000: WHEREAS, the site plan application for Laurel Links consists of the Golf Course Maintenance Area, which is to be located on Lot 30 of the proposed Laurel L'mks. subdivision; and the Golf Course, which includes a club house, parking areas, a pool & poolh0use, tennis courts, maintenance buildings, a pump house, a halfway house and a . Superintendant's Residence, all to be located on Lot 31 of the PrOPoSed Laurel L'mks subdivision; and WHEREAS, on June 12, 2000, the Planning Board held a public hearing on the Laurel Links site plan dated lanuary 19, 2000; and ~NHEREAS, in a letter dated June 13, 2000, the Planning Board listed elements pertaining to the site plan which were to be addressed prior to the Planning Boaxd granting any site plan approval; and WHEREAS, the items listed in tlie June 13, 2000, letter have either been addressed or will be addressed as conditions of site plan approval; and La~el Links - 9/19/00 - Page Two x,VHEREAS, a (h-oundwater Monitoring Agreement has been presented by the applicant, and such document will be signed by the applicant, the Town and the Suffolk County Water Authority, prior to any endorsement of/he site plan; and WHEREAS, the Architectural Review Committee rexdewed the project and approved and endorsed the set of building elevations, plans and colors, subject to conditions outlined in a resolution dated SePtember 7, 2000; and WIIEREAS, the Architectural Review Committee's conditions of approval w~ll be included as a condition of/he Planning Board's approval; and WHEREAS, the Zoning Board of Appeals granted Special Exception (Appl. No. 4624, December 10, 1998) for a golf course, a golf club house, and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool, subject to 3 conditions: 1. That the Board of Appeals reserves the right to reopen the public heating on the application in the event that the Lead Agency issues a Positive Declaration under SEQRA. 2. That a steel gate shall be located across the proposed emergency access and shall not extend 100 fl. past. the proposed Superintendent's driveway area. 3. That no construction or work vehicles shall use the proposed emergency access, and the emergency access shall only be used for fire and other emergency purposes (not for general public or private use); and WHEREAS, Numbers 2 and 3 of the Zoning Board of Appeals' condition of approval will be included as a condition of/he Planning Board's approval; and WHEREAS, on September 8, 2000, the Building Department certified that the proposed Golf Club and accessory uses are permitted in the A-C District by Special Exception, that the proposed buildings and structures comply with provisions of Chapter 100 of Sou/hold Town Code and that all structures comply with setbacks as contained in bulk schedules or elsewhere in Chapter 100; be it therefore RESOLVED that the Sou/hold Town Planning Board grant final approval to the set of 'plans (Sheets 1-6) which include the Golf Course Planting Plan, the Site Plan, the Clubhouse Area Grading and Drainage, the Clubhouse Area Landscape and Dimensional Plan, and additional Detail Plans, all dated August 16, 2000, w/th the following Conditions: The conditions listed below must be fulfilled prior to the onset of any clearing, grading or excavation: Laurel L i~ks - 9/19/00 - Page Thxee If preparation of the golf course is started prior to endorsement of the final site plan, a Letter of Credit in the amount of $50,000 wSlI be required to ensure that any clearing, grading or excavation will be appropriately reclaimed in the event that the golf course is not completed. B. There shall be no construction or work vehicles allowed to use the proposed emergency access. 2. The following conditions must be fulfilled prior to endorsement of the final site plan: Five complete sets of the final site plan (including drainage plans, landscape plans, etc.) must be submitted. Where applicable, .the plans must be revised as noted below. The site plan must include approval fi.om the Suffolk County Health Department. The Groundwater Monitoring Agreement must be revised as per the August 30, 2000, report from the Suffolk County Water Authority. The .~reement must include all items specified to be included in the Agreement in the February 17, :2000, report prepared by Nelson, Pope &Voorhis, wkich was adopted by the Planning Board on l~rch 7, 2000. The revised document must be approved and signed by the applicant, the Town and the Suffolk County Water Authority. It must be demonstrated that SEQRA mitigation measure Number 5 from the February 17, 2000, report prepared by NP&V, which was adopted by the Planning Board on March 7, 2000, has been complied with. Number 5 reads as follows: All the recommended procedures specified in the Integrated Turfgrass Management Program shall be followed: these include the procedures regarding the storage, preparation, application and disposal of wastes related to fertilizers and/or pesticides. SEQRA mitigation measureNumber 6 fi-om the February 17, 2000, report prepared by NP&V, which was adopted by the Planning Board on March 7, 2000, must be completed. Number 6 reads as follows: The Applicant shall be responsible for the preparation and adherence to the Storm Water Pollution Prevention Plan, to be prepared prior to the onset of construction, and which procedures shall apply throughout the construction and occupation phases. A Declaration of Covenants and Restrictions must be prepared as recommended in the August 30, 2000, report fi-om the Suffolk County Water Authority. The Declaration must be reviewed and approved by the Planning Board prior to filing in the County Clerk' s Office. F. Curb cut approval fi-om the New York State Department of Transportation must be submitted. Laurel Links - 9/19/00 - Page Four G. The folloMng revisions must be made to the Landscape Plan: The September 11, 2000, Landscape Plan gexqew from Chic Voorhis must be addressed. Changes must be shown on a revised Landscape Plan. · In response to comments made by the Architectural Review Committee, the Planning Board is requiring the planting of Arborvitae to the north of the maintenance barn to provide screening. This must be shown on the rex4_sed Landscape Plan. · As noted in the September 1 I, 2000, drainage report from NP&V, the Native Tree Planting details must be provided, and the planting of non- play and play areas should be specified in terms ofgroundcover in the landscape plan. 3. The following conditions must be fulfilled prior to the issuance of any building permit: A. As per the September 7, 2000, condition of approval from the Architectural Review Committee, the location of roof penetrations and catalogue cuts of all external lighting fixtures must be presented to the ARC prior to the issuance ora build'rog permit. B. The steel gate to. be located across the proposed 15' emergency access shall be installed. Please feel free to contact this office if you have any questions regarding the above. ' Sincerely, Bennffct Orlowski, Jr. ~ ' 'Chairman cc: Building Department ..KPI~EJ,~LS ~30ARD MEMBERS ~erard P. Goehringer. Chairman James Dinkzio, Jr. Lydia A. Tortora Lora S. Collins George Homing Southold Town Hail 53095 Main Road · P.O. Box 1179 Southold, New York 11971 ZBA Fax (516) 765-9064 Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGSt DELIBERATIONS AND DETERMINATION REGULAR MEETING OF DECEMBER 10f 1998 Appl. No. 4524 - LAUREL LINKS PARCEL NOS. 1000--1.26-7-1; 1000-125-3-13, 15t 17; 1000-125-4-21t 24.1 STREET & LOCALt'TY: Main Road (S.R. 25), Laurel DATE OF PUBHC HEARING: October 15, 1998 and December 10, 1998 FINDINGS OF FACT PROPERTY FACTSJDESCRIPTION: The subject lands comprise an area of 222.85 acres with frontage and access from the southerly side of Main Road (a/k/a NYS Route 25), Laurel. The entire property is zoned "AC" Agricultural-Conservation. BASIS OF APPLICATION: Southold Town Zoning Code Article III, Section 100-31B-7 for golf course, golf club-house and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool on a site of approximately 160.29 acres. The remaining acreage (62 acres, more or less) is pending subdivision approval at this time with the Town Planning Board. Article III, Section 100-31B(7) and Section 100-33C read as follows: Section 100-31B(7): "Uses permitted by Special ExcepUon" upon receiving approval from the Board of Appeals for the following: Beach clubs, tehnis clubs, country clubs, golf clubs, public golf courses and annual membership clubs catering exclusively to members and their guests and accessory playgrounds, beaches, swimming pools, bannis courts, recreational buildings and maintenance buildings, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within one hundred (100) feet of any street line or within fifty (50) feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed twenty percent (20%) of the area of the lot. (c) No such use shall occupy a lot with an area of less than three (3) acres. Section 100-13 (Definition): . '~ Pag.e'2-'~ecember 10, 1998 , Z.~ Appl.,No. 4624- Laurel Links ' ~ Sl~ecial Exception Determination MENBERSHIP CLUB, COUNTRY or GOLF. An entity established for the principal purpose of engaging in outdoor sports, such as golf, tennis, swimming, fishing, hunting or similar activities but not including any form of aviation, outdoor trap, skeet or target shooting or motorboat raring. Section 100-31C, Article III: ... Accessory uses, limited to the following uses and subject to the conditions listed at 100-33 herein: ...(1) any customary structures or uses which are customarily incidental to the principal use, except those prohibited by this chapter...." FINDINGS OF FACT: The following Findings of Fact have been made based upon information and testimony offered to the Board: Applicant is proposing a 6100 sq. ft. Golf Club-House (principal building). The setbacks of all new buildings meet the required setbacks and locations of the Zoning Code, as shown on the amended Plan dated December 3, 1998, prepared by Young & Young, L.S. The Golf Club-House and related buildings will be in conformance with all New York State Fire Prevention and Building Codes and rules as to handicap, fire and safety issues. The use as a golf course and related facilities is reasonable in relation to the District in which it is located, the adjacent use district, and nearby and adjacent residential uses. The Special Exception use will be in harmony with the intent and purpose of the Zoning Code. This zoning use is authorized by the Southold Town Zoning Code subject to Special Exception review and approval by the Board of Appeals. This use will conform to the standards prescribed in the ordinance and in fact is a less intensive use for the property when compared to other allowable uses such as subdividing the entire parcel. This project is pending reviews with the Town Planning Board (and other applicable agencies) under the site plan regulations as to parking, landscaping buffers, drainage, curb cuts, etc. All parking is on this site (not along any side streets or other off-site areas). This Board has considered the General Standards set forth under Section 100-263 and finds that: '~ Pag,e'3 -¥)ecernber 10, :!.998 · :~E,A Ap¥1. 'No. 4624 - Laurel Links Special Exception Determination A) Grant of this application will not affect the safety, health, comfort, convenience, or order of the Town. B) The use will not prevent tbe orderly and reasonable use of properties in adjacent R-80, R-40, "A-C" Residential and "B-Business" Zone Districts. C) The use will not prevent orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts; D) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location; E) The proposed use is in harmony with and will promote the general purposes and intent of the code; F) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. G) The structures, equipment and material will be accessible for emergency protection. The Board has also reviewed and considered those matters listed at Section 100-264A through P of the Zoning Code, and finds that no adverse conditions will result from the grant of this Special Exception. OTHER REVTEW$: A separate Special Exception application (for future changes) will not be necessary for accessory buildings or accessory uses. RESOLUTiON/ACTION: On motion by Member Dinizio, seconded by Member Collins, it was RESOLVED, to GRANT Application No. 4624 for a Special Exception, as applied for, and subject to the following CONDIT:[ON$: 1) The Board of Appeals reserves the right to reopen the public hearing on this ApplicatJon in the event that Lead Agency issues a Positive Declaration under SEQRA. 2) A steel gate shall be located across the proposed emergency access and shall not extend 100 ft. past the proposed Superintendent's driveway area. . -~' .page 4 -'December 10, 1998 - 2J~A At, pi, No. 4624 - Laurel Links .; · '~'pecial Exception Determination 3) No construction or work vehicles shall use the proposed emergency access, and the emergency access shall only be used for fire and other emergency puq~oses (not for general public or private use). Vote of the Board: Ayes: Goehringer, Dinizio, Tortora, and Collins. This Resolution was Resolution.) dt~ly ADO~I-ED (4-0). (Member of F.I, was absent at the time of this ~:~ 8' - -/~'~ ~-~ ~- ' -~, For ~iling on ~2/ /98 ~iping Material: BLack Iron ;uppLy Pipe Size: 3/8 h · ~aS Valve type: ~','~ ~'- Size )elector Temperature rating : ~ood Size: ~ ~ ~ood Size: Max length J~a Max Rise Br~nch Pipe Size: 3/8 , ', J ~ {q Manufacturer Duct Size: Duct Size: WOK FKYEK ~/~C ~ c~co~/~ ~l/AN'lrl~ SUI~FACE 1~5 . ,10-50 17o 15-20 1~ 35-~$ 130 I 27~7 3N 1~ LOC. A.~O~S __X Fryers to have High Limit Control to shut off fuel at 425 deg)~ X Detectors shall be located over every piece of equipment. ~X The System installed as per manufacturers specs and the AItJ. ~X The System has been installed as per UL300. __X The following functions to operate upon system discharge: · * Supply air ds~er closes * Gas fuel shuts off in kitchen · Exhaust fan remains on * ELectric fuel shut off under hood · Ali systems to activate simultaneously in same hazard area. · Fire Alarm shaft activate if one is installed in building. __X Manual Puli is located 10-35 ft from hood and 3-5 ft from floor. _~X Ail fuel sources are GAS un[ess otherwise noted. [03tem_a] CONTRACTOR: ,L.t'c_. ~ ~ro(~ ~-...'~k~/,Cl~,~ ABT DESIGN & FIRE 'PFIOTEOTIOI" (~.::I\q~'° 49 Montauk Hiohway . . __ '?cm°": C 2~0~ ~tc~%~o A~sul Automaa T~nk ~ S~wl ~ Blow ~ ~ ~ ~or C CL.-v ,.L ~'-- /l / 1 STORA~: ~/~ SEE ~ , ~INSET .~ INSET 'E' R=25.00' /,at 3O / L=59.23' -R=25,00' L=28.94' SEE E INSET 'C' BUILDING INSET 'C' SCALE: 1"=40' ,/CONC, PAD/ W~ANSFORMEE CONC BLOCK WALL Maintenance Building 'I f 8 ,~6 . £4 ~, GOLF'bOURSE & ARE NOT DELMAR DRIVE / zO r9 SEE INSET 'B' L=295,5 RELATED IMPROVEMENTS SHOWN HEREON L=94 49' OolftCart Storage Building/// INSET SCALE: 1"=40' / ~ Halfway House / Pool House INSET 'E' SCALE: 1"=40' STORAGE SHED o I~.~' 2~' -~o:-~' INSET 'B' SCALE: 1"=¢0' \/ 62.70' R=637.50' /,at ~o INSET 'A' DELMAR DRIVE R=50.O0' L=124,70' 299,44' 265.5T N DELMAR DRIVE I { Clubhouse INSET ~' SCALE: 1"=40' I I I , I I / INSET 'A' SCALE: 1"=40' Young & Yottng NOTE AREA = 154-.6442 ACRES · SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF ~HE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS FILE NO, 10712. ,. J SURVEYOR'S CER'nFICATION · WE HEREBY CERTIFY TO LAUREL LINK5 THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WHTI THE CODE OF PRAC~CE FOR LAND sUrVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. HOWARD W, YOUNG, N.Y.S. L.S. NO. 45Bg3~.~. ~-~r'.e5 J~,~'.~J/~ J o .[ SURVEY FOR LAUREL LINKS LOT 50 "LAUREL LINKS" At Mottituck, Town of Southold Suffolk County, New York County Tox Map District 1000 5ectlon 125 Block 04 Lot 2~r.'~ FINAL SURVEY (POOL HOUSE) ADD MAINT, BLDG. WATER SVC, & SAN. SYSTEM REVISED GOLF CART STORAGE BUILDING REVISED MAINTENANCE BUILDING FOUNDATION LOCATION OF CLUBHOUSE FINAL SURVEY (CART & MAINTENANCE BUILDING) FINAL SURVEY (HALFWAY HOUSE) FOUNDATION LOCATION OF POOL HOUSE FOUNDATION LOCATION OF GOLF CART BUILDING FOUNDATION LOCATION OF MAINTENANCE BUILDING GENERAL AMENDMENTS MAP PREPARED SCALE 1" = 200' JOB NO. 97-717 DWG. 970717_050~OOB_O185_finagsurvey MAY 11, 2004 JAN. 7, 2004 SEP% 24, 2003 AUG. 6, 2003 JULY 14. 2003 JUNE 2, 2003 MaY 5, 2003 JAN. 7, 2005 OCT. 1. 2002 SEPT. 9. 2002 AUG. 19, 2002 JUNE 6, 2002 12 O FP-.ONT ELEVATION SC. AL_D: l/4'r : ['-O" 12 12 Ica] LJ G P-.EAIP--. ELEVATION SOtkLE, I/4' : I'-O" TOP OF OEILIN~ xz~ TOP OF SUBFLQORI TOP OF SUBFLOQR ~ ~ ~ SIDE ELEVATION - TOP OF CEILING TOP OF SUBFLOOR G P-.I®HT SCALD: APPROVED AS NOTED ! DATE· /4 o~: o B R # ~ / ~- · FEE,'~-~3 ~ ~ NOTIFY BUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR 'I~E FOLLOWING INSPECTIONS: 1, FOUNDATION . TINO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL . CONSTRUCT/ON MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS UNDEA'WRITERS CER~flCA'fE REOUIRED TOP OF CEILING DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. TOP OF SUBFLOO~ OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 1/4'l I'-O" (~ LEFT SIDE ELEVATION SCALD,. I/4" = I'-O'l < PAGE: Of: '" 4' O' ~ 4%0" , ~'~ ' 2'~~ - 4'-0" ~ 4'-0' ~ ~' ', ~ .6" 4'-0' 4'-0" , ~'~" 7, , ' I - ~ ~ ~lt.k / ' ". ,~~~--.--~~ / I I ~ I ~--~ ...... ' ~ '. ,'.' ...... ~, . , ~ v ~ .................... 9 ...9.,, ,.,,. ,. ~OOH ~, ~L ~ ~ ~k ~ ~ I t."~ ·; ':;' "': ""'""' "' ~ ~ 4 ~ / I I N NOTE : , - -- ' ..... ~' ' ' '"'J '~:'" ...... ~ ........ __ ' ~ / ~ ~ -- ~ '1 N LOCATION OF ALL UNPER SLAB ~ ~ ' ~ '. "~ ~ -' ~' b_ ¢ ...~11, , '~,_~,' : 7: ~'~', -: ~ ~ is'-s' , / ~ ~ I ~ / . .~ ,~, ,-:: ....... ~,: . ~ . ~ ~ .................. , ~ ~ _- -~~ ~. b ~ .... _~ ~ ~'~" 12qO ~. FT. ~ FOUNDATI~LANON GGA~: I/4" I'-~' GGA~ I/4" I' ~" 2"×1©" HALL (~) ROOF FP-.ANIIN® PLAN SCALE- I/4" = i'-C)" ROOF FIR$T SCALE, N.T S GENERAL NOTE5 TYPICAL P. OOF I"XD" LATH ~ CEDAR ROOF O©NTRA~,TOR TO PROVIDE SHOP 2"Xb" (X:A PLAT Fib BLOCK5 50LID AP. Ot~4D I/2" DIA 5]T:F~ ANCHOR DOLT ENTRY COMPACT 4 FILL DECORATIVE COLUI'4N 5LAJ5 ON CRAPE ~i~i~E PITOH TYPICAL FOUNDATION ~IALL GAPIE RQOH G CROSS SECTION SCALE. I/4" = I I-OIl DO ALL Df~Y!4AL~L ~ ~RIf~D AHD~A NI~D~IflIS~Z~A~-S) TOP OF CEILING I'PPPIOAL P4ALL CONSTP-.UCTIOh! SRAD~ _ TOP OF 5UDFLOOR oF // ~ ~ '~'~ :1 /~ I "~ .... : Z J - ,' ~' 'i 2'e',. ' '~'e"' * ~- ~ ....... ' . ' . ' ~ I ~ a - ', LIN~[ Ll~ I 2'~" / ' ~f-o" 12-o" : - 15-o' 2'-0" 12qO ~. FT. ~ FLOOR PLAN ~ FOUNOATION PLAN ~5~AL~. I/A" = I'-O" S~ALE: I/4" -** ~ GONST~U~TIO~ CLA'ASIFI~_.A, ION % ,,.;/_ '*' ..... ",. % OGGU~ANQy GLASSIF'~GATIO~ O~.l a Gl OFFICE 04 S.F. 12 12 E3 [7 [2 i~,_.~....~_~T ELEVATION ~ .~C, ALF: I/4" = I'-0" [] [3 ~ ELEVATION I~ .~6ALE: 1/4" = I'-0" -- TOP OF 6EILIN~ TOP 6~= ~LAB -- TOP OF 6EILINe TOP OF 6LAB 0 RleT~IT 511::::~ ELL=VATION SC, ALE= I/4" = I'-0" ~ON ~ ~C. ALt~: I/4"= I'-0" TOP OF 6EILIN6 TOP OF 5LAB lE t -- TOP OF C, EILIN6 -- TOP OF 5LAB Ih~.L LIN~L 5*-4* R~OH LINTEL APA ®AME ROOM LIN~ I=REEZ DETAIL LI~L SC, ALE, I/4"= I'-0" NOTE 15'0" O FOUNDATION P~N MOALF: I/4" = I'-0" INHEP-JE ¢:4='AC, E PERf"flTM, EXTEN~ ~B BAR ON TRANSFER MIPE'. HIRP"OI~' 7 LAVATORY / ~ ,~:~:~.~:::~::::~ \ X \ \ \ \ \ DOOR / / / / / / / / MI Rt~.OR I1" HIIN. MIN. LAV. PEP'TH ,54" MIN. _MAX_., 42" MIN. 7 O db ® ® O TYPIC, AL ~ C, ALZIO/AN~I II-/.I-Iqq2 FIXTURE GLEARAN~IS,~ NOT TO ~OALE MIN. I,e," Q bO" MIN, OON~ I f'<UOTION C, LA551F:IOATION OCOUPANO'r' OLAMMIFIC, ATION L,:SACC. AREA eAhtE ROOM 2q¢ ,5.~. OFFICE IO,4 5.F. MAXIMUM OC, CUPANO¥ # 1.5 ~,,F./PEP.~:2N 150 5.F./PER.~ON TT'PE 4B HAXIHUM OCCUPANCY Iq Phil, SON5 I PER.~ON ~5 P~N5 PAGE. 2 oF 5 MICRO ~C, ALF:: I/4" = I'-0" NOTE: ALL I:~J~IN pIPE5 TO I~ C,A~T ~ON. (I, qOHEN'5,) 4.I LOC. KEf~ f~OOH ~ C.I. --FAI I TO AN AWI~OVED / L~ ~.~TA~f ~JEPTIC 5YS~H NDDBE ]W.N:' O PLUI'4B, IN¢ I ISL=R DIAC::3P. AM NOT TO E~,ALE ®ENFP-.AL NOTE5 I, GONTf~,~TOR 5HALL C~:CK AND V~P. IP¥ ALL C/)NDITIOfl5 TO THE 5iT~ PRIOR TO ~TARTIN~ OP PiORK AND HE .~IALL pAHILIARIZE HIHSELP HITH THE INTENT 0'~ ~ PLAN5 AND HAKE P~P.K AE, REE HI'iH 5AYlE, 2. COHTRACTOR O~ OP~P- 5HALL O{~TAIN A BUIL~INE, H:~tT FROH THE TO~ OP- VILLAE~ PRIOR TO 5TARTINE, ~. CONTRACTOR 5HALL OBTAIN ALL p. EGUIRE:~ APPROVALS, F~IITS, CERTIFICATE5 OF OCCUPANCY, INSPECTION Afft-'~V/N.5, ETC,, POP. ~ pp_p.I=ORHED FROH AC::~'NCIE-'5 HAVIN~ JJP.15DJCTION THEREOF, ~, ALL COI',ICRE~ 5HALL BE 2500 FGI CONCRETE · 2~, DAY~,. 15, HAINTAIN 2" HIHIt4)~ CLEARANCE BE'rI~,~EN ALL 5TR~CTU~L FRAHtNE, HA~LI~ LO~ · ~GTION POINt. i~T~ATION5 ~ ~ IN 5~IGT ~N~E HITH H~AO~ ~IF~SATIO~ 12' X 12' DE'E, Of~TI¥~ COLI-IHN ~ ON E ®AHF P-.OOH . VAPOR E*ARRIER lO RIGID II~ULATION TO 24" ~ELOPI ~ Q C, R055 .SEC, TION 5GALE, I/4" = I'-0" :~, PLYHOOD DEGKIN~ SHALL BE CcXT~IOR C:~P. ADE pL¥~X;)OD HITH EDC::~5 50LID BLOCKED Of~ PLY C,HIFS, 2B. ALL 5TRUC~RAL 5T~FI ,GHALL E~ A-~ 5it::~L AND 5HALL BE INSTALLED A5 FE~ A.I,5,C. 2q. ALL DRyHALL SHALL BE U.5~,, t.~TIOH/~. GYf=5~H C~O. I/2" THICK, TAt-'PJ~ AND 5PACK[.ED THP. E~ COAT5. DO. ALL DRTHALL 5HALL BE PRIHP_D AND PAINTED (2 FINISH COATS). ~2. ALL FINI~"JE5 (INT~P..JOf~ AND EXT~RIOP~ 5HALL HATCH EXlSTJNE, A~ CLOSE A5 pO551BLE, v ~5, CAPJ:~TiN~ 5HALL- BE 5~PPLIED ~ INSTALLED BY ~ OHHER. ~,4. OHHER 5HALL 5ELECT ALL ~5. ~ pI..UlV~tN~ 5HALL BE IN 5T~.IGT E, ONFOP. HANCE HITH NEH 5¥~TEH. 5~', CON3W. ACTOF-5HALLDt=[m.(HINE ~ TY~ EXISTIN~ ELE~,~'.ICAL ~."~'v'IE, E IE, 5~=[CIENT TO SERVICE TH~ NEH ADDITION AND 5HALL H~ITIF~ ~ O~',L~ .~T/.;C~DINE~Y, ALL ELECI'RJCAL OF FIRE LIND~I3ER APPROVED, INSTALL Ag AHY AND ALL I~H, I~J..EP~ONE, AND/Of~. '~ AN~t,~ HIRII~D IN HALL5 PRIOR TO iNSTALLATION OF HALLBOAED. ALL l'Et.E-R~31JP-.E ~ONTRGL HIRIt'~ 5HALL RUN CONCEALED iN HALLO, CEILINE~, VERIFY OU'~ET, 5HITCH AND LIE, HTIN~ LOCATION5 HJTH OFI'E~ PRIOR TO INSTALLATIOH. D'L E:~BLE JOIST5 UNDL~ ALL pAP. TITION5 pARA[ I Pi TO FRAHIN~' AND PROVIDE DOUBLE HEADER JOIST5 AT ALL ~,, THE CoN'rRA~T DOCUt.'L~T5 E~NE:RALL.¥ INDI~AT~ ~ 5(.,OPE AND GUALIT¥ OF ~ P~ORK, ~ ~ NOT ~ITED A5 BEIN~ FREE FF. OH EP. ROR5 OR OHI5510NS, AN~ ANY ~ORK CALLED FOR IN ~E 5P~=CIpICATION5 AND NOT 5HOFrH ON T~ DP.A~INE~5 AND ~T C~D ~ IN ~ ~IFICATIO~ 15 TO ~ ~1~ OR GAN ~ ~Y OR ND~LY ~ IN~EO OR ~CT~ CEDAR I~F SHINE, LES 2'~," C~A FILL ~ ~l.l~ ~ -- TOP OF 6EILIt, E5 ON TOP OF 5UDFLOOR D IN~L LIN~ LIN~L , , E , --~- . ~ ~r ~ ~o~ / ~AHE ~OOH ~ ~ II ~ '~ m ~ ' RESTF',O0~ ~ J ~ ' ~ DETAIL // ~"1-- I [ i i ,,i I I I I ~ J,2¢~l .~. ~' 4" '/~NT FOUNDATION PLAN , RO0~SCALE: I/4" i'-©" KITCHEN EG~UIPI'4ENT ~ ~T ~m I FLO~ PLAN , ~2~FI~L ~CAL~: I/4" I'-O" ] 2" ~ ~F~I~E~ATO~, T~UE T-2D ~ ~'~ I , , , ..... ~ ml~T, ~ J J J ~P5 5P~EP 24" 0 O, ~lr I" ~E 5 ~RY~L ~ ~" ' ~0~ TOP ~F~i~ERATOR, T~UE ~ ~ ~' ~ I T AIR I~ = CHAN~L9 5TA~ JOINT5 24" 0.6 ON ~CH LAiR A~ HAIN FLOOR ~ ' ~ FD 5~. (NLB) ~UNP BT: ~L TL 61-21D, 11/2' 11/2" iI W2" 11/2" 11/2 I I/2" 4 I 1/2". ~ DDC~-OooRANCE ~ITH OHARDROIL~R DI_O~Et t ' KITCHEN RISER ~- ~.s oo. ~' r tfllRROR ' [ J r ~ .1 i ~ -- LAVATORT i -x $HELF UNIT (DEVERASE$, PRY SOOD$, i 54" MIN. r : ~ : HAX. 42" HIN. , HANDICAP G~B DA~ ~ i 12" J 12" LAVATORY - ~ ~ ~ ~CU~D TO HOOD : I?l ~IN.I HIN. kOCal~U AS ~ A.N.SJ, I 7 .t .- I , ~0Ii ~j~ ~x i-~,~' ~ ~, ~ ,~ ._. ~ ~:~ ~ , ~ , ~ I ~ ABo FIRE EXTIN¢USHER ~ z I!" Hll,l. ! : I CONSTRUCTION CLASSIFIOATION TTPE 45 - - ~-- : TISSUE DISPENSE~ ~ ~AHE ROOM 2~ ~.F. 15 ~ P.~E~50N Iq P~50~5 I ~PIC~ FI~ CLEA~B ~R O~/AN51 I Iq.l-lqq2 ~ITOHDN -- 2 EHPLO%EE5 2 PE~ON5 NOT TO ~OALE HAXI~UH OOOUPANC% ~5 - oF' .I DOOR