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Home My WebLink About33397-Z Bldg EFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33238 Date: 08/22/08 CERTIFIES that the building MOTEL BUILDING "E" ~ocation of Property: 61475 CR 48 (HOUSE NO.) (STREET) (HAMLET) Cowry Tax Map No. 473889 Section 45 Block 1 Lot 2.1 Subdivision Filed ~lap No. Lot NO. GREENPORT conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2007 pursuant to which Building Permit No. 33397-Z dated SEPTEMBER 14, 2007 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 MOTEL WITH EXTERIOR DECKS, (BUILDING E), AS APPLIED FOR PER ZBA # 4942, DATED 3/20/03. The certificate is issued to BREEZY SOUND CORP ( OWNER ) of the aforesaid building. SuF~OI~ CO~ DEPART~T OF }~F~%L~{ APPRO~-~J~ C10-02-0015 07/31/08 RLRt-rEIC3%L c~TIFICA~ NO. 8351 08/19/08 PLI~B~ C~ERTIFICATION DA'r~3 06/05/08 BERTS~dWI) PLUMBING Rev. 1/81 l~orm No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC41~ JUL I This application must be filled in by typewriter or ink and submitted to the Building Department with the following: For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Co 3. 4. 5. ¢~'~ ~., ~2~ Co ~-- New Constmction: Location of Property: 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Old or Pre-existing Building: House No. Owner or Owners of Property: } ,,~l~,b, Suffolk County Tax Map No 1000, Section Subdivision Street Hamlet i~-__.~ Block t Lot C~' I Filed Map. Lot: ~Pennit No..~,, ~ Date 6r?¢rmit.Ol--l'-/- 0'7. A~: Health Dept. Approval: Underwriters Approval: Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. Certificate of Occupancy on Pre-existing Building - $100.00 Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy - $50.00 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 (check one) Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ '-~,oo Final Certificate: /' (check one) cant Signature For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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. 33397 Z Date SEPTEMBER 14, 2007 Permission is hereby granted to: BREEZY SOUND CORP PO BOX 815 QUOGUE,NY 11959 for : kMD FOUND TO CONSTRUCT MOTEL BUILDING "E" AS PER ZBA, PIJkNNING A/qD SCHD AS APPLIED FOR. THIS PERMIT REPLACES BP 31683. at premises located at 61475 CR 48 GREENPORT County Tax Map No. 473889 Section 045 Block 0001 Lot No. 002.001 pursuant to application dated ~EPTEM____~BE~ 1__4~ 20__07~ the Building Inspector to e~ire on MARCH 14,~,~009. --~ ~ Fee S 1,874 80 ~/~ AuthoriZed Signature ORIGINAL Rev. 5/8/02 FORM NO. 3~ TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS PERMIT NO. BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 31683 Z Date DECEMBER 20, 2005 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : ~4ENDED FOUNDATION PERMIT TO CONSTRUCTION OF MOTEL BUILDING "E" AS PER ZBA, PLJ~NNING, SCHD AS APPLIED FOR. at premises located at 61475 CR 48 County Tax Map No. 473889 Section 045 pursuant to application dated AUGUST Building Inspector to e~ire on JUNE Fee $ 1,418.70 GREENPORT Block 0001 Lot No. 002.001 22, 2005 and approved by the 20, 2007. ORIGINAL Rev. 5/8/02 FORMNO. 3 TOWN OF 'SOUTHO~D BUILDING DE~RTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31683 Z Date DECEMBER 20, 2005 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : CONSTRUCTION OF A FOUNDATION FOR MOTEL BUILDING "E" AS PER ZBA, PLANNING & SCHED AS APPLIED FOR. at premises located at 61475 CR 48 County Tax Map No. 473889 Section 045 pursuant to application dated AUGUST Building Inspector to expire on JUNE Fee $ 1,333.70 GREENPORT Block 0001 Lot No. 002. 001 22, 2005 and approved by the 20, 2007. Rev. 5/8/02 ORIGINAL Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8030 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-101) Introduced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial be in compliance with the NEC: Attic Is~ Floor [] 2® Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool '~x~ itches Rcccplacle Fixlures GFI Microwave Exit/Emergency Fixtures 2O 19 21 9 I Fans I)ishwashcr Washer/Amps I)rycr/Amps Oven Range/Amps Carbon Monoxide 2-l~xhaust Balh I 1 Furnace ()il Gas Circulators Whirlpool Bell Transtbrmers IIFinal h,sp Meter An, ps Phase Motors Odlcr I quiplncnt: I-Zone A/C (]as l lear t mil. l-2 Burner Cook l'op.l- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-$097 Fax: 631-591-3098 Application: 8031 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-102) Introduced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic I~ Floor [] 2nd Floor 3~a Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures GFI. Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I Furnace Oil Gas Circulators Whirlpool Bell Transfbrmers II Final Insp Meier Amps Phase Motors II 5/21/(,8 i 125 UG I Other Equipment: I-Zone A/C Gas I lear Unit. l-2 Burner Cook lop. I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York · 11931 Tel: 631-591-3097 Fax: 631-$91-3098 Application: 8032 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-103) Introduced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor [] 2"d Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool g~itehes Receptacle Fixtures GFI. Microwave Exit/Emergency Fixtures 20 19 21 9 1 }:ails I)ish~ashcr Washer/Amps Dryct/Amps Oven Range/Amps Carbon Monoxide 2-Exhm~st Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell TranstBrmers I[ Final Insp. Meter Amps Phase Motors I[ 5/2 hr}8 I 125 [JG I Other I';quipmc1~t: I-Zone A/(. Gas ltcat Unit. l-2 Burlier Cook Top. I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8033 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-104) Introduced By: Celi Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to tho above date and found to be in compliance with the NEC: Attic I~ Floor [] 2na Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Sx~ itches Receptacle Fixtures G.FI. Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I [:.mace ()il (;as Circulatom Whirlpool Bell Transfornlerg I I [.inal [nsp Meier Amps Phase Motors II 5/21/08 I 125UG I Other Equipmcnt: I-Zone ^/C Gas I Icat Unit. I-2 Burner Cook Top, I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-$91-3097 Fax: 631-591-3098 Application: 8034 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-105) Introduced By: Celi Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor [] 2"d Floor 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool gwitches Receplacle Fixtures G.F[. Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-t;xhaust Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers IIFinal Insp Meter Amps Phase Motors II Other I~quipmcnt: I-Zone A/C Gas 11cat Unit. l-2 Burner Cook Top, I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8035 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-106) Introduced By: Celi Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor [] 2''a Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Rcccplaclc Fixlnres G.F.[ Microwave Exit/Emergenc) Fixtures 2O 19 21 9 I Fans I)ishwasbcr Washer/Amps Dr~er/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace ()il Gas Circulators Whirlpool Bell Trans fbrmers I I Final Insp Meter Amps Phase Motors II 5/21/08 I '25 UG I II Ofhcr Equipment: I-Zone A/C ~Gas Heat Unif. I-2 Burner Cook Top, l- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8036 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-201) lntr0duced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic 1st Floor 2"a Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Rcceplaclc Fixtures G.F.L Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans I)ishwashcr Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-1exhaust Barb I I Furnace ()il (]as Circulators Whirlpool Bell '['ransfi~m~ers II Final Insp Meter Amps Phase Motors [[ 5/21/08 I 125 UG 1 Other Equipment: I-Zonc A/C Gas I lear Un/t.l-2 Burner Cook/op.I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York ~. 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8037 Date: 8/17/08 Issued to: Cliffside Resorts &ddr~aa~ Rn.te 4R (llnil E-202} Introduced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor 2"d Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Nwitchcs Receptacle Fixtures (].Fl Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust I~ath I I Furmscc ()il Gas Circulators Whirlpool Bell Transfbrmers II Final Insp Meter Amps Phase Motors II 5/21/08 I 125 UG I II Other Equipment: I-Zone A/C ~(Jas Heat Unit, l-2 Burner Cook Top. l- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York · 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8038 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-203) Introduced By: Celi Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the ai~ove date and found to be in compliance with the NEC: Attic Ist Floor 2"a Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receplaclc Fixtures G.F[ Microwave Exit/Emergency Fixtures 2{) 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I Furnace Oil Gas Circulators Whirlpool Bell Translbrmers II Final Insp. Meter Amps Phase Motors [[ 5/21/08 I 125 U(i I II Equipment: l-Zone A/C Gas Heat [IniL 1-2 Burner Cook Top. l- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8039 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-204) Introduced By: Celi Electric Village: Greenport License #: 1022-E II~id~nti~l [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor 2"a Floor [] 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.FI. Microwave Exit/Emergency Fixtures 21) 19 21 9 Fans Dishwasher WasheffAmps DryeffAmps Oven Range/Amps Carbon Monoxide 2-lXhaust Bath I I I:umace ()il Gas Circulators Whirlpool Bell Transformers II Final [nsp Meter Amps Phase Motors II 5/21/08 I 125UG I Other liquipmcnt: I-Zone A/C Gas I lear Unit. l-2 Burncr Cook Top, I- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 651-591-$098 Application: 8040 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-205) Introduced By: Cell Electric Village: Greenport License #: 1022-E Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic I~t Floor 2"d Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Sx~itcbes Receptacle Fixtures GFI. Microwave Exit/Emergency Fixtures 20 19 21 9 I [:ans Dishwasher Wasbcr/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace ()il (ins Circulators Whirlpool Bell Trat~s[brmers II Final Insp Meter Amps Phase Motors II 5/21/08 Other Equipment: l-Zone A/C Gas Heat UniL I-2 Burner Cook Top, l- Wine Cooler This certificate must not be altered in any manner Nassau Suffolk Electrical Inspections,Inc. P.O. Box $49, Aquebogue, New York · 11931 Tel: 631-$91-3097 Fax: 631-591-3098 Application: 8041 Date: 8/17/08 Issued to: Cliffside Resorts Address: Route 48 (Unit E-206) Introduced By: Celi Electric Village: Greenport License #: 1022-E Residential [] Commercial the following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor 2"d Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool gx~itcbes Receptacle Fixtures G.FI Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwashcr Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhausl Balh I I Furnace Oil Gas Circulators Whirlpool Bell Translbrmers Il Final Insp Meter Amps Phase Motors II 5/21/08 I 125UG l Other Equipment: I-Zone A/C Gas I lcat Unit. l-2 Burner Cook Top. I- Wine Cooler This certificate must not be altered in any manner 08/21/2008 18:01 FAX 6313697748 Rug 21 2008 4:S4PM CELI LSM_DEVELOPHENT ELECTRIC G312882~93 N/S ~'L~'C INS~¢TIOF~ [~ 004/004 p.3 Nassau Suffolk Electrical Inspections,Inc. ~ In ~mpllBnc. with t~ NEC= B~ment ~ Mol Tub Addition Detsrh~ Gi~, Fool - B~em~n! & House Service Wiring This eerlJflende matt not IM altered in any manner 06/05/2008 13:38 FAX 8319897746 LSM_DEVELOPMENT ~006/008 Town Hall, 53095 Malt, P.O, Box 1179 Soud:old, Nc,.',' York 11971-0959 Fax ({531) 765-9502 TclcFhone (631) '65-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CgRTIFICA'F[ON If)ate: Building Pennit No. ~_~.~ q ~ - '~ ~t: [ ~-, ..~ ~'- (Please print) (Please print) I ce~:ify that the solder used iii the water supply system contains less than 2/10 lead. Sxx. tebtf<re n~(hs 6th davc~f Jur~-?2':: 20 08 (.[ lumbers Sl~ature) Suffolk ~llaafl M. Roache Notary Public, State of New York No. 48~6942 Qualified in Suffolk County Gommissio~ F..x~ir~$ January 31, ~8/3~/200§ 14:,~o F&X 6313697748 L$~_~EYELOP~ENT 5~n 13 3~ ~:~Sp ~oo~e Cam OFF,ce Lydia A. To~'tura, Chairwomall Garaxd p. OoehrJngcr Oeorg~:~ ~lor~ Rut}~/)_ Ollva ~nc~an.! Orlando 6317654643 ) $ouihold Town Hall S3095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (62,1) 765-90~4 T~lap~on~ (5.31) 765-1309 htp/l$outholcftl[aim, ao~?J~rk net ~]003/014 BOAPd,~ OF APPEALS TOWN OF EOUTHOLD FIND 'NGS, DFLIBERATtOF,~*:, AND DETERMI NATION ~.~~ MEETiN,3 OF ~¥~RCH 20, 2003 No. 4942 - BREEZY SOUND_~.~.~_.C.~,:~?, ~utl~old Tows Clerk Pcccedy Location: North Side of C.R :;8. a/kJa North Road (opposite San Simeon Nt~t.ing Home). Greenport; Parcel 1000-~5-01-2.1, AP[~: Applicant is requesting a Special Exception under Section 10t~61B(4). for permission to establish new $8-unit motel with mo{el office, pool house for motel guests, and motel.manager's apartment unit as shown on Ihe dimensional plan prepared by Barrett. Bonacci and VanWeele, P.C. dated 10/3,~1, revised 8/2/02. ~PERTY FACTS/DESCRIPTiON: 'i'ne appJiCe..,-Ws 7.13-acm parcel is unlrnprove,:l and ~$ located on the north side of C.R, 48, a/'rJa North Road, in Gmenport, and is located in the Resort- ResldenlJal (RR) Zon~; D~s[rict. F_It;DING~/)F FACT ~7~ Zoning Board of AppeaJs held a ,~bli; hearing on this appli~Uon on October 17, 2C'02 and Janua~ 16, 2~3, at ~[ch J,:v~ ~Een and omi ev~ warn pr~ented. Bs~,~d u~ all t~timony, documen~do:,, ~m~al I~p~Uon of ~e pmpe~, and o~er ev;,~nc~, ~e ~nin9 ~ard finds the ~Jlcwlng fac~ ~ be t~ an~ re~nl: ~,[,,E PROVISION: Code ~n 1~-61~{4) provides ~al ~e following a~ ~i~ by ~pe~al g~ption approval ~m ~ B~ o~ ~, ~ject to ai~ plan approval by ~ ~ Plann ng Board; Transient I~.teta or molals, ~ort h~tela or motel~ or ~nlem~e ~cai0~. pmvld~ that ~ll~ing r~mmenr9 are m~: (a) (b) ~e m~mum ~um~ of gu~t ~!~ra shall be: [1] One (1] u~ per s~ thC~d (6.~} ~m [~t of ~d ~eul public lc) [2] One (1) unit per M,,~r tho~.~ean[l (4,000} eQuam feet of land v~th public ~t~ N~ m~, cnto~ment or ]aa(,~;)a~r sy~m shall be aud~Je ~om (d) The maximum aiz~ of a §ue~t unit shell be slx h~ndmd (O00) musts feet_ ~8/30/2005 14:40 FAX 8313897748 ~pl. No. 4~2 - Bm~ ~und !.S~_DEVELOPI~ENT [~ oo4/o14 in addition, the Board has reviewecl tlqe C-choral ,5tandares governing Special Exception uses se[ for~ in ,~ection 100-263 and finds A, That the use ~ll riot prevent the orderly and reasonable use of adjacent prope~as or of propeF, ies in adjacent use districts. B. That the use will not preven[ the orderly and reasonable use of permitted or legally established uses in the distdct wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety, the health, the welfare~ ~he comfort, the convenience or the order of b%e eaten will not be adversely affected by the Resort Motel use and its location, D. That the use will be in harmony with and promote Ihs general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and wffh the c~aracter of the ~talcjhbo~ood and of the comnlunity'in general, particularly wllh regard to visibility, scale ~,;cl oYeraW appearance. F. "~'~lat all proposed structures, equipment end material shaII be readily accessible for fie end police protection. BO~C) CONSJI~ERATIONS/P, EASONS: ~ln considering this application, and on the basis of testimony ~'eaented. materials submitted and pemOnal [rispecflorts. the Board has reviev~d the code requirements set forth pursuant to Section 100-61B(4) and finds that the applicant complie~ with ~he Code requirementS, and that: 1. TMe proposed Resort Motel i~ required to be built on a minimum of five acres· Breezy Sound Shores Carp, has seven acres located on County Route 48. The · ~ropo-~ed project L~ bounded on the east by a motel and a ~xldominium. and on the west by a motel. The sits is located acroa~ ~om the San Simeon Numing Home on County Route 46. and ~o the n,~rth of the site LS a bluff overlooking Long Islencl Sound. Breezy Sound Shores Corp. has received a Pernlit to build fror~ the Town Trustees amended 1/7/02, 2. The number o1' guest units is determined by the availability of water and sewer. ~han both are available, one unit pm' four thousand square I'eot is allowed. The applicant has permission from the SUl¥,~lk County Water Auth0dty tO hook up to pUblic water. Breezy Sound Shores Corp. al,,o has obtained approval for a Chromogless system from the Suffolk Cc~unty Board of Health for sewer di$l=osel or 98/3'0/2005 14:~1~ FAX 6818887748 L',?,I~_DEVELOPI~ENT ~9'~ :* -' Ma~h 20. 2003 ' '/ Appl. ~o- 4942 -- B¢~ ~d Shores 1000,4~-1-2.1 al G~po~ ~ '3 005/014 they are in negotiations with the Village of Greenport fo~ sewer hookup. This would allow construction of 68 units. ... $. No music, entertainment or loudspeaker uystem shell be audible from beyond the property line. 4. ",,'he maximum size of 8 gUes[ unit shall be 600 square feet, The applicants piano cell f3r a living ama, kitchenMte, and two bedrooms ,all within the 600 square feet limit. 5. ?he definition of a Resort Motel ak~o includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beech After considering all items under Section 10G611~(4), no evidence has been submitted to ,~how that the safety, heal,h, welfare oonvenien~e o~ler of the Town would be adversely r~ffocted by this Resort Motel use. ~is project is subject to a site plan review by the ?'A~ning Board. REAOLIJTION OF THE BOARD: In co~'aJdadng all of the above factors and applying the ~-~i~m~ng test ul'~er New York Town L~w?-67-B. motion was offered W idember OLive. s~,'.~>r,:lecl by Member Tortom, and duly c~r~L,',:l, to GRANT the applica~on for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions. to be prepared by applicant in resordable form, approved by the Tm~,n/~,tt~mey's O?.ice. and filed by the owner/applicant with the Suffolk County Cler~:'s 1. Regardless of the form of ova~ership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the Southold Town CO~e. I~ accordance with the Southold Town Code, the Resort Motel shall be "rented one: dalLY rental basis or for vacationers Or ,~ther persons on a weekly rental basis." 2, A Management Company. or equivalent, shall be established which will n},~l~age the day to d~y'operattons of th~; reso~t m~el and shall monitor ~a! the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules ~r,,c ir~,;gulati~ns of the complex. The m~as a~'fl regulations shall be in conforml[~, wi!h the Sou~hold T~W~ COde. 3. The Operating Agreement of this complex will provide that Individual owners of P~a resort motel unlt~ shall be ~uarantaed no rn~e than two weeks of occupancy of thei~ unit during the prime seaso~. The units a~e to be placed in a ren~l pool an~l &v~lable to the public. In the event th;i-' thc, unit is not rentad, the owner of the unit may m~8/3'0/2005 14:4! FAX 631368??48 LSM_0EYELOPM£NT · J&~ 13 04 02:lSp Moo~o La~ OCfice P~ge 4 - ~ 20, 2~3 Ap;1. No. ~2 - Bre~ Sound Shores 1~4-~1 at Gr~n~ ) ~008/014 then occupy the unit in accordance whh Ihe rules end regulations established by the Board of Managers. 4. The Resort Motel w~ll be clo~ed from January 15~ through Ma[ch l§~h Of each year. ' 5. The unils shall not be occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be indMdually rented. T~&L~ aclJon d_ne~__ not aulhodz~ or condone ~my c*~rent ot fulura use, setback or other feature of the subject propert7 that may violate the Zoning Code. ether than such uses, se~acks and olher leatures ss are expressly adciressecl in this action. Vote of the Board: Ayes:. Members Tortor~ (Chein~omen), Geahdnger, Orlando. and Ot~'a- (Absent was: Member Homing or Fishers Islartd.) ~his Resolution_was duly c,~ ,opted (4.-0~. ~__~~~~ Ly--~i~ ~d"roc~a, Chairwoma~n ;A-pproved for Filing TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]/~UI~H PLBG. [ ] FOUNDATION 2ND [~J~INSULATION ] FRAMING / STRAPPING I FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TO~'Y ~~S'OUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL ] F~I~CE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR--~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~/ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ///~"~/~7 INSPECTOR ..~~ ~OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [,~ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ./~~ ~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ J~FINAL [ ] FIRE RESISTANT CONSTRUCTION REMARKS: . ~~ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ '"',,J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ~H-PLBG. [ ] FOUNDATION 2ND [/~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMAR~KS: ~ ~ DATE INSPECTOR PLANNING BOARD MEMBERS JERILYN B. WOODIIOUSE Chair KENNETII L. EDWARDS MARTIN II. SIDOR GEORGE D. SOLOMON JOSEPII L. TOWNSEND August1,2008 Patricia Moore, Esq. 51020 Main Road Southold, N.Y. 11952 MAILING ADDRESS: P.O. Box 1179 Southold, NY11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 RE: Site Plan for Breezy Sound, Greenport SCTM# 1000-045.00-01.00-002.000 Dear Ms. Moore: The Planning Board is in receipt of your letter requesting a final inspection dated May 28, 2008 for the above referenced application. As you requested, a site inspection was performed on June 9, 2008 and June 20, 2008, and we found that the site work was incomplete. At a third site visit on July 2, 2008, the Planning Board determined that the site was developed in accordance with the site plan approved on July 12, 2007. Please note that Planning Board approval is required pdor to any significant changes to the site. Please contact the Planning Department with any questions regarding the above matter. Sincerely, Kristy Winser Senior Planner cc: Building Department Town Engineer FIELD INSPECTION REPORT I DATE I COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) STATE ENERGY CODE F~ ~D~ION~ COMMENTS CHARLES M. THDMAS~ PO BOX B?? .iaMESPORt, NY 1 ~ 94? ~31~ 727-79~3 March 19, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E 'permit # 31683) Final Certification This letter shall serve to certify that I have inspected the above reverenced building and have found that it substantially conforms with the approved construction drawings & specifications. Please call the office with any questions or concerns at (631) 727-7993. Thank you. CHARLES M. THOMAS, R.A. PO Box E1'7'7 ,.JAMESPDRT, NY 1194'7 September 19, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E 'permit # 31683) Flashing Detail This letter shall serve to certify that we have inspected the 'as built' revised Flashing detail at the thru-wall girder connections in Building 'E' and have found that it is in conformance with the revised flashing detail. Please call the office with any questions or concerns at (631) 727-7993. Thank you. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ CHARLES M. THDMAS, R.A. PO Box 8'7'7 ,IAMESPORT, NY '1 ] 94'7 duly 11, 2008 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E ' permit # 31683) HVAC Certification This letter shall serve to certify that I have inspected the above referenced building and have found that it conforms with section 712.4.2 of the NYS Building Code. The area of damper penetrations are less than 100 sq. inches per 100 sq feet of floor area below. Therefore fire dampers are not required per code. Please call the office with any questions or concerns at (631) 727-7993. Thank you. M. Thomas, R.A. CHARLES M. THDMAS, R.A. PD Box ~?? JAMESPDRT, NY 1194'7 (6317 727-7~3 March 19, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E 'permit# 31683) HVAC Installation Based upon site inspection of installed HVAC Units & Truss Manufacture's Engineers certification for Trusses supporting said loads, I certify the installation of the Truss Hung HVAC Units in Building 'E'. Please call the office with any questions or Thank you. c aonc~ns ': (631) 727-7993. CHARLES M. THDMAS~ R.A. PO Box ,JAMESPDRT, NY I 1 94'7 (6317 July 11, 2008 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E 'permit# 31683) Firestop Certification This letter shall serve to certify that I have inspected the above referenced building and have found that it conforms with the approved Firestop Submittal Package. Enclosed please find (1) one copy of the referenced package. Please call the office with any questions or concerns at (631) 727-7993. Thank you. Charles M. Thomas, R.A. 0HARLES M. THOMAS, I:~.A. Po Box ,IAMESPDRT, NY 1 1 c~4'7 [631) September 19, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, New York 11971 (Building 'E ' permit # 31683) Framing & Strapping This letter shall serve to certify that we have inspected the 'as built' Framing & Strapping in Building 'E' and have found that it is in conformance with the construction drawings & required standards. Please call the office with any questions or concerns at (631) 727-7993. Thank you. Ec: J606004RP The h-uss drawing(s) referenced below have been prepared by Robbins Engineering, Inc. trader my direct supervision based on the parameters provided by Triangle Building Products. Pages or sheets covered by this seal: T2730705 thru T2730705 My license renewal date for the state of New Yofl~ is June 30, 2008. October 16,2007 Albani, Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. 6904 Pa~ke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 .Fax: 813-971-6117 www. robbinseng.com DALLAS TAMPA FT. WORTH ~°~ A2~'~3-CR U~. ~rp. Spa. ~-.~ ~ o. ai~ oa ~.~"'~"~ J606004RP ~ s~ a~oooo ~ ~- o- o o rz75o7o6 nvAe R/T 10-7-7 HO 6-6 7x6- A W:500 R:2250 U: 997 6-6-6 I 11-8-3 5x6 (*) . (*) 3x0 HO 3-1-6 I 26-3-0 I 30-5-4 134-0-0J 5x6 H 5x6 -- SPL REPAIR PROBLEM: (t) Need to add 2 Point load(s) to b~e tress where shown(*). Points loads am from A/C unit No repair required. October 16,2007 JOb IJ606004RP ~VAc ~k / Quan Type Span P1-H1 Left OH Right OH E~ A20-CR [ ~. TR 260600 6 0 0 1'2730705 10-3-14 HO 6-6 REPAIR PROBLEM: HO 6-10-6 (t) Need to add 2 Point load(s) to the truss where sho~n(*). Point loads are from A/C unit. No repair required. TC I 6-6-6 I 11-8-3 I ~ 115-8-1 J 19-7-0 I 26-6-0 I 3x8 g 4x8 _ 5x8 W:806 HGR Robbin~ Englneerln9, Inc./online ?lus~ APPROX. TRUSS WEIGHT: 177.4 LBS A -G 0.86 3111 C 0.07 0.79 per BOCA (section 1606.2.3) , IBC/IRC-2003 mnd FBC 2004 (section 1607.1), 20.0 psf. October 16,2007 ]606004rp A26.-CR mrAC Type Span P1-H1 Left OH RiHht OH E~ HIPP 470600 6 1- 0- 0 0 ~2750707 HO 6-6 ~ ~ I 6-6-~ 10-6-9 10-3-0 REPAIR PROBLEM: ~o ~-6 (1) Need to add 2 Point load(s) to the truss where shown(*), o= Point loads are from AJC unit No repair required, o~ I 12-10-8 I 19-5-4 r 23-9-0 128-0-12 [31-11-2 I ~ I"~1 40-!1-10 I 47-6-0 5x6 ~ 3x6 5x6 ~ B C D (*) N I 83 G F $4 H 4x6 5x6 4x8-- 4x8 20G-MT2H-Sxl0 --4x6-- October ~6,2007 J606004RP BI2-CR ~ ~ ~o~oo ~ ~- o- o ~- o- o r=z~o?os aVAC 7-4-7 Ho 6-e REPAIR PROBLEM: Ho 6-$ °o (1) Need to add 2 Point load(s) to the truss where shown(*). o Point loads are ;Tom A~C uniL No repair required. · cl~° I 6-7-0 L 1:1-1-2 113-1-0 p.5-1-0 I _x9-e-6 I 26-2-0 I'~ I n(*) (*} 3x4 _ 3x6 _ 3x4 W:508 W:508 W:508 W:408 R:1092 R: 56 R:1706 R: 747 U: 543 U: 34 U: 739 U: 334 Robbins Engineering~ Inc./Online piU~TM APPROX. TRUSS WEIGHT: 142,5 LBS O.li~ Plus -- Version 21.0.060 TC 0.94 2x 4 SPF-92 -- 0.72 2x 4 SPF-2100 B -C .......... TOp Chords .......... I -F 0.94 1348 C 0.01 0.93 ........ Bott~ Chords ......... P~"~I E~ By: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 October 16,2007 j606004rp B20-CR ~. ~ R/? HO 6-6 ! o~ ~ 10-9-4 E C HGR R:1593 U; 533 21-2-0 I ......... Top Cl~oz~s .......... ANBI/TPI 95 & 02 October 16,2007 J606004RP B21-CR ~. 'IR 2:10200 6 0 0 T2750710 ~ z~J'r HO 6-6 HO 6-9-6 TC I 9-0-0 I 14-6-11 116-10-0 I 19-1-5 121-2-0 I REPAIR PROBLEM: N (*) B(*) (1) Needtoadd2Polntload(s) to the truss wh®m s~own(*), i~ o ~ Point loads are from AJC unit. No repair required. 2x4 // 4x4 =3x4 ~ W:608 W:508 R:1399 R:1600 U: 501 U: 530 Online Plus -- Version 21.0.960 R~ DATE: 15-OCT-07 TC 1.00 2x 4 SP-2400 -- 0.67 2x 4 SPF-2100 -- 0.66 2x 4 SPF-#2 B -K BC 0.98 2x 4 SPF-2100 .......... Tc~ Chords .......... A -H 1,00 1949 C 0.01 0.99 ........ Bottc~ Chords ......... ............. Webs ............. October 16,2007 J606004RP B27-CR ~_ Dss 470000 6 z- o- o o TZ,?$OZH 10-1-3 9-9-10 HO 6-6 TC ~ ] 6-1-14 I 12-5-0 [ 18-6-8 7x6 _ A N W:408 W:508 R: 169 R:3284 U: 482 U:1567 HO 6-6 34-7-0 I 40-10-2 I 47-0-0 I M H 82 F E 3x6 3x8-- 4x8- 4x9 03 3x9 REPAIR PROBLEM: (1) Need to add 2 Point load(s) to the truss where shown(*). Point loads are from AJC unit. No repair required. 9-4-4 F ~.~}-7-12 I 20-4-4 ~ 37-7-12 47-0-0 47-0-0 W:508 R:2689 U;1263 Scale: 0.135" = 1' October 16,2007 21-0-12 I 27-5-0 I 33-B-o REPAIR PROBLEM: (t) Need to add 2 Point load(s) to the truss where shown(*). Point loads are from AJC unit. No repair requ red. [~ 33-8-0 .......... Top Chol'ds .......... 0.74 2918 C 0.10 ....... ~ottc~ Chords ......... October 16,2007 ROBBINS ENG. GENERAL NOTES & SYMBOLS 108 PLATE LOCATION Center plates on joints in plate list or on drawing. inches (i.e. 1 1/2" or 1.5") or IN-16ths (i.e. 108) FLOOR TRUSS SPLICE ( 3X2, 4X2, 6X2 ) {W) - Wide Face Plate {lq ) = Narrow Face Plate LATERAL BRACING PLATE SIZE AND ORIENTATION The first dimension is 3X5 I [ the width measured perpendicular to slats. The second dimension is the length measured parallel to slots. Plate orientation, sho~a next DIMENSIONS FT~IN-SX (i.e. 6'-8.5" or 6-08-08 ). Dimensions less in IN-SX only (Lc. 708}. 6-08-08 ~ ~708 W = Actual Bearing Width (IN-SX} R = Reaction (lbs.} U = Uplift (lbs.) i. BEARING When Lrass is designed to bear on mulhple supports, interior bearing locations should be marked on the truss. Interior support or temporary shoring must be in place before l~us~es are installed. If necesaal~, shim bearings to assure solid contact with truss. Metal connector plates shall be applied on both faces of truss at each joint. Center the plates, unless indicated otherwise. No loose knots or wane in plate contact area. Splice only where shown. Overall spans assume 4" bearing at each end, unless indicated otherwise. Cutting and fabrication shall be performed using equipment which produces snug-fitting joints and plates. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication and the attached truss designs are not applicable for use with fire retardant lumber and some preservative treatments. Nails specified on Truss Design Drawings refer to common wire nails, except as noted. The attached design drawings were prepared in accordance with "National Design Specifications for Wood Construction" (AF & PA )," National Design Standard for Metal Plate Connected Wood Truss Construction" (ANSI/TPI 1), and HUD Design Criteria for Trussed Rafters. Robhins Eng. Co. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to "Budding Component Safety Information" (BCSI 1) as published by Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, Virginia 22314. Persons erecting trusses are cautioned to seek professional advice concerning proper erection bracing to prevent toppling and" dominoing ". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that design loads utilized on these drawings meet or exceed the actual dead loads imposed by the structure and the live loads imposed by the local building code or historical climatic records. When truss hangers are specified on the Truss Design Drawing, they must be installed per manufacturer's details and specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. 6904 Parke East Blvd. Tampa, F1 33610-4115 Tel: 813-972-1135 Fax: 813-971-6117 www.robbinseng.com . . . Fire Protection b~ Computer Design LTR FIRE DESIGN 108 MONTAUK HWY WESTHAMPTON NY 11977 631-288-7692 Job Name Building Location System Contract Data File : CLIFFSIDE RESORT : E : SOUND AVE., GREENPORT, NY : E : 6-1-05_C.WX5 LTR FIRE DESIGN Page 1 CLIFFSIDE RESORT Date 062905 Hydraulic Design Information Sheet Name - CLIFFSIDE RESORT Location - SOUND AVE., GREENPORT Building - E Contractor - LTR FIRE DESIGN Calculated By - CMR Construction: (X) Combustible Occupancy - RESIDENTIAL NY ) Non-Combustible Date - 062905 System No. - E Contract No. - Drawing No. - 16 Ceiling Height - 30' S (X) NFPA 13 (X) Lt. Haz. Ord. Haz.Gp. ( ) 1 ( ) 2 { ) 3 ( ) Ex. Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.12 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model VK27 E Elevation at Highest Outlet - 30 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6K I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 576.46 Press Required - 55.414 AT SOURCE Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-15-05 Cap. - T Time of Test Rated Cap.- Elev.- E Static Press - 72 @ Press R Residual Press - 59 Elev. - -3 Well Flow - 2650 Proof Flow S Elevation - -3' U Location - NEAREST HYDRANT NORTH RD. Source of Information - LTR FIRE DESIGN C Commodity 0 Storage Ht. M Storage Method: M Class Location Area Aisle W. Solid Piled % Palletized % Rack ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. ( ) Slave Pallet { ) Solid Shelf ( ) Non ( ) Open Shelf Single Row Double Row Mult. Row Clearance:Storage to Ceiling Transverse R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: wa[el oupply ~ulve LTR FIRE DESIGN CLIFFSIDE RESORT Page 2 Date 062905 City Water Supply: C1 - Static Pressure : 72 PSI C2 - Residual Pressure: 59 PSI C2 - Residual Flow : 2650 GPM 150 D1 - Elevation : 12.993 PSI 140 D2 - System Flow : 576.46 GPM D2- System Pressure : 55.414 PSI 130 Hose ( Adj City ) : GPM Hose ( Demand ) : GPM p 120 D3- System Demand : 576.46 GPM R 110 Safety Margin : 15.813 PSI E 100 S 90 S 80 Cl U 70 R 60 D2 --~ E 50 / 4O 30 2o / .10 ~ 300 600 900 .1200 .1600 1800 2'100 2400 2700 FLOW ( Iq ^ .1.85 ) CommJter Proaram~ by Hvdratec Inc Reute 111 Windham N.H. USA 0.3087 Fittings Summary LTR FIRE DESIGN CLIFFSIDE RESORT Fitting Legend Abbrev. Name Page Date 3 062905 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Genedc Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Gwd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Co.mi Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Fittings Summary LTR FIRE DESIGN CLIFFSIDE RESORT Unadjusted Fittings Table 1/2 3/4 Page 4 Date 062905 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1,0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1,0 2.0 2.0 3,0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2,0 H 1.0 1.6 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12,0 15.0 P 1.0 1.0 1,0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7,0 9.0 11.0 14.0 16,0 19,0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3,5 4.3 5.0 6.8 W t0.3 X 8.5 10.8 13,0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1 .O 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28,0 G 2.0 3.0 4.0 5.0 6.0 7.0 8,0 10,0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25,0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N O P O 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Pressure / Flow Summary - STANDARD LTR FIRE DESIGN CLIFFSIDE RESORT Node Elevation K-Fact Pt Pn Flow No. Actual Actual Density Page D~e Area 5 062905 Press S001 30.0 5,6 12.03 na 19.42 S002 30.0 5,6 12.78 na 20.02 S003 30.0 5.6 11.87 na 19.29 S004 30.0 5.6 11,17 na 18~72 S005 30.0 5,6 12.15 na 19.52 S006 30.0 5.6 12.9 na 20.11 S007 30,0 5.6 11.99 na 19.39 S008 30.0 5.6 11.28 na 18.81 S009 30.0 5.6 12.58 na 19.86 S010 30.0 5,8 13.36 na 20.47 S011 30.0 5.6 12.41 na 19.73 S012 30.0 5,6 11,68 na 19.14 S013 30.0 5.6 13.51 na 20,58 S014 30.0 5.6 14.34 na 21,21 S015 30.0 5.6 10.91 na 18.5 S016 30,0 5.6 8.26 na 16.09 S017 30.0 5.6 7.76 na 15.6 23 22.0 16.73 na 24 22.0 17.72 na 25 22.0 17.93 na 26 22.0 18.37 na 20 22.0 15.91 na 21 22.0 17,05 na 22 22.0 18.05 na 18 22.0 16.86 na 19 22,0 18.08 na 16 22.0 17,33 na 17 22.0 18.59 na 14 22.0 18.35 na 15 22.0 17,52 na 9 22.0 12.05 na 10 22.0 12.85 na 11 22.0 14.06 na 12 22.0 15.84 na 13 22.0 17.98 rta 7 22.0 18.35 na 8 22.0 19.69 na I 22.0 15.78 na 2 22.0 16.91 na 3 22.0 21.77 na 4 22.0 21.95 na 5 22.0 22.59 na 6 22.0 23.97 na TOR 22.0 34.55 na BOR -3.0 49.63 na BFP -3.0 50.02 na 250,0 SRC 0.0 55.41 na .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 ,12 .12 ,12 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 7.76 The maximum velocity is 19.21 and it occurs in the pipe between nodes 6 and TOR Final Calculations - Standard LTR FIRE DESIGN CLIFFSIDE RESORT Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Date Page 6 062905 Notes ****** S001 19.42 1.049 1E 2.000 8.000 12.030 K Factor = 5,60 to 120 2.000 3.465 23 19.42 0.1232 10,000 1.232 Vel = 7.209 0,0 19.42 16.727 K Factor: 4.75 S002 20.02 1.049 1T 5.000 8.000 12.775 K Factor = 5.60 to 120 5.000 3.465 25 20.02 0.1304 13.000 1.695 Vel = 7.432 0.0 20.02 17.935 K Factor = 4.73 S003 19.29 1.049 1T 5.000 8.000 11.865 K Factor = 5.60 to 120 5,000 3.465 2 19.29 0.1217 13.000 1.582 Vel = 7.161 0.0 19.29 16.912 K Factor = 4.69 S004 18.72 1.049 1E 2.000 8.000 11.169 K Factor = 5.60 to 120 2,000 3.465 1 18.72 0.1151 10.000 1.151 Vel = 6.949 0.0 18.72 15.785 K Factor = 4.71 S005 19.52 1.049 1E 2.000 8.000 12.148 K Factor = 5.60 to 120 2.000 3.465 18 19.52 0.1244 10.000 1.244 Vel = 7.246 0,0 19.52 16.857 K Factor= 4.75 S006 20.11 1.049 1T 5.000 8.000 12.902 K Factor = 5.60 to 120 5.000 3,465 19 20.11 0.1315 13.000 1.709 Vel = 7.465 0.0 20.11 18.076 K Factor = 4.73 S007 19.39 1.049 1T 5.000 8.000 11.986 K Factor = 5.60 to 120 5.000 3.465 21 19.39 0.1228 13.000 1.597 Vel = 7.198 0,0 19.39 17.048 K Factor = 4.70 S008 18.81 1,049 1E 2.000 8.000 11.283 K Factor = 5.60 to 120 2.000 3.465 20 18.81 0.1162 10,000 1.162 Vel= 6.983 0.0 18.81 15.910 K Factor = 4.72 S009 19.86 1.049 1E 2.000 8.000 12.582 K Factor = 5.60 to 120 2.000 3.465 16 19.86 0,1285 10.000 1.285 Vel = 7.373 0.0 19.86 17.332 K Factor = 4.77 S010 20.47 1.049 1T 5.000 8.000 13.360 K Factor = 5.60 to 120 5,000 3.465 17 20.47 0.1358 13.000 1.766 Vel = 7.599 Final Calculations - Standard LTR FIRE DESIGN CLIFFSlDE RESORT Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page 7 Date 062905 ******* Notes ****** 0.0 20,47 18.591 K Factor = 4.75 S011 19.73 1.049 1T 5.000 8.000 12.410 K Factor = 5.60 to 120 5.000 3.465 15 19.73 0.1269 13.000 1.650 Vel = 7.324 0.0 19.73 17.525 K Factor = 4.71 S012 19.14 1.049 1E 2.000 8.000 11,684 K Factor = 5.60 to 120 2.000 3.465 14 19.14 0.1200 10.000 1.200 Vel = 7.105 0.0 19.14 16.349 K Factor = 4.73 S013 20.58 1,049 1E 2.000 8.000 13.511 K Factor = 5.60 to 120 2.000 3.465 7 20,58 0.1372 10.000 1.372 Vel = 7.640 0.0 20.58 18.348 K Factor = 4.80 S014 21.21 1.049 1T 5.000 8.000 14.343 K Factor = 5.60 to 120 5.000 3.465 8 21.21 0.1451 13.000 1.886 Vel = 7.874 0.0 21.21 19.694 K Factor = 4.78 S015 18.50 1.049 1T 5.000 8.000 10.909 K Factor = 5.60 to 120 5.000 3,465 12 18.5 0.1126 13.000 1.464 Vel = 6,868 0.0 18.50 15.838 K Factor = 4.65 S016 16.09 1.049 1T 5.000 8.000 8.256 K Factor = 5.60 to 120 5.000 3,465 10 16.09 0.0870 13.000 1.131 Vel = 5.973 0,0 16,09 12.852 K Factor = 4.49 S017 15.60 t.049 1E 2.000 8.000 7.760 K Factor = 5.60 to 120 2.000 3.465 9 15.6 0.0822 10.000 0.822 Vel = 5,791 0.0 15.60 12.047 K Factor = 4.49 23 19.42 1.049 8.090 16.727 to 120 0.0 0.0 24 19.42 0.1232 8.090 0.997 Vel = 7,209 24 0.0 1.049 1.700 17.725 to 120 0.0 0.0 25 19.42 0.1235 1.700 0.210 Vel = 7.209 25 20.02 1.049 0.960 17.934 to 120 0.0 0.0 26 39.44 0.4573 0.960 0.439 Vel = 14.641 26 0.0 1.049 1T 5.000 2,440 18.373 to 120 5,000 0.0 3 39.44 0,4570 7.440 3.400 Vel = 14.641 Final Calculations - Standard LTR FIRE DESIGN CLIFFSIDE RESORT Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv, Ln. Total Pf Pn Page Da~ 8 062905 Notes ****** 0.0 39.44 21.773 K Factor = 8.45 20 18.81 1.049 9.800 15.909 to 120 0.0 0.0 21 18.81 0.1161 9.800 1.138 Vel = 6.983 21 19.39 1.049 2,330 17.048 to 120 0.0 0.0 22 38.2 0,4309 2.330 1.004 Vel = 14.181 22 0.0 1,049 1T 5.000 4.050 18.052 to 120 5.000 0.0 4 38.2 0.4308 9.050 3.899 Vel = 14.181 0.0 38.20 21.951 K Factor = 8,15 18 19.52 1.049 9.800 16.857 to 120 0.0 0.0 19 19.52 0.1244 9.800 1~219 Vel = 7.246 19 20,11 1.049 1T 5.000 3,400 18.076 to 120 5.000 0.0 4 39.63 0.4611 8.400 3,873 Vel -- 14.712 0.0 39.63 21.949 K Factor = 8.46 16 19.86 1,049 9.800 17.331 to 120 0,0 0.0 17 19.86 0A285 9.800 1.259 Vel = 7.373 17 20.47 1.049 1T 5.000 3.400 18.590 to 120 5,000 0.0 5 40,33 0.4763 8.400 4.001 Vel = 14.972 0.0 40.33 22.591 K Factor = 8.49 14 19.14 1.049 9.800 16.349 to 120 0.0 0.0 15 19.14 0,1200 9.800 1.176 Vel= 7.105 15 19.73 1.049 1T 5.000 6.390 17.525 to 120 5.000 0.0 5 38.87 0,4449 11.390 5.067 Vel = 14.430 0.0 38.87 22.592 K Factor = 8.18 9 15.60 1,049 9.800 12.047 to 120 0.0 0,0 10 15.6 0.0821 9.800 0,805 Vel = 5.791 10 16.09 1.049 3.970 12.852 to 120 0.0 0,0 11 31.69 0.3050 3.970 1.211 Vel = 11,764 11 0.0 1.049 5.820 14,063 to 120 0.0 0.0 12 31.69 0,3050 5.820 1.775 Vel = 11.764 12 18.50 1.049 3.000 15.837 to 120 0.0 0.0 13 50.19 0,7140 3.000 2.142 Vel = 18.632 Final Calculations - Standard LTR FIRE DESIGN CLIFFSIDE RESORT Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt PFUL Eqv. Ln. Total Pf Pn Page Date 9 062905 Notes ****** 13 0.0 1.049 1T 5.000 3.390 17.979 to 120 5.000 0.0 6 50.19 0.7138 8.390 5.989 Vel = 18.632 0.0 50,19 23.968 K Factor = 10.25 7 20.58 1.049 9.800 18.349 to 120 0.0 0.0 8 20.58 0.1372 9,800 1.348 Vel = 7,640 8 21.21 1.049 1T 5.000 3.400 19.694 to 120 5,000 0.0 6 41.79 0,5087 8.400 4,273 Vel = 15.514 0.0 41.79 23.967 K Factor = 8,54 1 18.72 1.049 9.800 15,784 to 120 0.0 0.0 2 18.72 0,1151 9.800 1.128 Vel = 6.949 2 19.28 1.049 1T 5.000 6.390 16.912 to 120 5,000 0.0 3 38.0 0,4267 11.390 4.860 Vel = 14.107 3 39.44 2,635 9.870 21,773 to 120 0,0 0.0 4 77.44 0.0179 9.870 0.177 Vel = 4,556 4 77.83 2.635 9.870 21.950 to 120 0.0 0.0 5 155.27 0,0650 9.870 0,642 Vel = 9.135 5 79.21 2,635 9.870 22,592 to 120 0.0 0,0 6 234.48 0.1394 9.870 1,376 Vel = 13.795 6 91.97 2.635 1T 16.474 24.700 23.967 to 120 16.474 0,0 TOR 326.45 0.2571 41,174 10.584 Vel = 19.206 TOR 0,0 4.260 3E 13.167 84.790 34,551 to 120 1Z 13.167 86.902 10.828 BOR 326.45 0.0248 lB 15.800 171.692 4,253 Vel = 7.348 1K 18.434 BOR 0.01 4.260 1E 19.896 4.000 49.632 to 150 19.895 0,0 BFP 326.46 0.0164 23.895 0.392 Vel = 7.349 BFP 250.00 4.260 1G 3.979 32.000 50.024 K Factor = 250,00 to 150 3.979 3.701 Fixed loss = 5 SRC 576.46 0.0469 35.979 1.689 Vel = 12.976 .0 576.46 55.414 K Factor = 77.44