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Home My WebLink About33396-Z Bldg DFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33202 Date: 08/07/08 THIS CERTIFIES that the bui]~-g MOTEL BUILDING "D" Location of Property: 61475 CR 48 (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Sectio~ 45 Block 1 Lot 2.1 Subdivision Filed Map No. Lot No. GREENPORT conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2007 purs-~nt to which B~/ld~--g Petit NO. 33396-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 DECK, (BUILDING D), AS APPLIED FOR PER ZBA # 4942, DATED 3/20/03. The certificate is issued to BREEZY SOUND CORP (OWNER) of the aforesaid building. SUFMOI~K CO~ DEPAR~ENT OF HF~%LTH~PRO%r~25 C10-02-0015 07/31/08 ~.R(j&~ICAL ~TIFICA~NO. 8257 05/21/08 PLI~EP.S ~a~KTIFICATION DA'£~ 06/05/08 BERTSAND PLUMBING Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY[_~ This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to respect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 3. 4. 5. New Construction: Location of Property: C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, 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 Old or Pre-existing Building: House No. (check one) Owner or Owners of Property: [ ~F'/2~ O~x,_.P~ Suffolk County Tax Map No 1000, Section Subdivision Permit ~'~°x ~_c~ Date of Perinit~ Health Dept. Approval: Street Hamlet Block Lot Filed Map. Lot: Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: ~ (check one) x'~licant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33396 Z Date SEPTEMBER 14, 2007 Permission is hereby granted to: BREEZY SOUND CORP PO BOX 815 QUOGUE,NY 11959 for : A-MD FOLSX!D PERMIT TO CONSTRUCT MOTEL BUILDING "D" AS PER ZBA, SCHD AND PLANNING AS APPLIED FOR. THIS PERMIT REPLACES 31680. 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 SEPTEMBER 14, 2007 and approved by the Building Inspector to expire on MARCH /~, 2009. ~~ Fee S 1,874.80 ~~~~ ORIGINAL Rev. 5/8/02 FORM NO. 3 T~WN OF SOUT~OLD 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. 3~80 Z Date DECEMBER 20, 2005 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : CONSTRUCT A FOUNDATION FOR MOTEL BUILDING "D" AS PER ZBA, PLANNING & 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 expire on JUNE Fee $ 1,333.70 GREENPORT Block 0001 Lot No. 002.001 18, 2005 and approved by the 20, 2007. AuthoriZed Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York 4. 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8257 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (D-Unit) 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 Swilches Receptacle Fixtures G.F[. Time Clocks Exit/Emergency Fixtures 5-W/P 46 8 I 6 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust/ 4 4 2-Thermostats Furnace Oil Gas Circulators Whirlpool Bell Transformers I Yes 2 II Final Insp. Meter Amps Phase Motors II 5/21/08 I 200AUg I Other Equipment: 2~Electric Water Heaters.2-Dedicated Outlets Basement & House Wiring 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: 7469 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-101) 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 I~t Floor [] 2"~ Floor 3r~l Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receplacle Fixtures G.F.I. Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp. Meter Amps Phase Motors II 5/21/08 1 125UG I Other Equipment: l-Zone A/C -Gas Heat 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: 631-591-3097 Fax: 631-591-3098 Application: 7470 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-102) Introduced By: Celt 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"d Floor 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Swilches Receptacle Fixtures G.F.I. Microwave ExiU Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final [nsp. Meter Amps Phase Motors Il 5/21/08 I 12SUG 1 II Othcr Equipment: I -Zone A/C Gas Heat Unit, 1-2 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: 7471 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-103) 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 Is; Floor [] 2"d Floor 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F,I. Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washet/Amps Dr~rer/Amps Oven Rm~ge/Amps Carbon Monoxide 2-E×haust Bath 1 I Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp. Meter Amps Phase Motors II 5/21/08 , 125UG I II Othcr Equipment: I-Zone A/C -Gas Heat 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: 631-591-3097 Fax: 631-$91-3098 Application: 7472 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-104) 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 [] 2nd Floor 3~d Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G F.I. Microwave Exit/Emergency Fixtures 20 19 21 9 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers II Fi,iai Insp Meter Amps Phase Motors Other Equipment: l-Zone A/C -Gas Heat Unit, 1-2 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 · 1193I Tel: 631-591-3097 Fax: 631-591-3098 Application: 7473 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-105) 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 [] 2nd Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave Exil/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace Oil Gas Circulators Whirlpool Bell Transformers [ Final Insp Meter Amps Phase Motors II 5/21/0[{ I 125UG ' Other Equipmcnt: I -Zone A/C -Gas Heat Unit. 1-2 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: 7474 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-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 1st Floor [] 2"d Floor 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave Exil/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp. Meter Amps Phase Motors II 5/21/08 1 125UG I Other Equipment: I-Zone A/C 4~as Heat Unit. 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-$91-3097 Fax: 631-591-3098 Application: 7475 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-201) 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 2na Floor [] 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures GF.I. Microwave ExiU Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace Oil Gas Circulators Whirlpool Bell Transformers ii Final Insp. Meter Amps Phase Motors Il 5/21/08 I 125UG I II Othcr Equipment: I -Zone A/C -Gas Heat 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: 631-591-3097 Fax: 631-591-3098 Application: 7476 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-202) 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 1~t Floor 2"d Floor [] 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I Microwave Exiff Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I 1 Fnrnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp. Meter Amps Phase Motors II 5/21/08 1 125UG ' Other Equipment: l-Zone A/C -Gas Heat Unit, 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: 7477 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-203) 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 15t Floor 2"d Floor [] 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Swilches Receptacle Fixtures G.F.I. 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 Furnace Oil Gas Circulators Whirlpool Bell Transformers [ Final Insp. Meter Amps Phase Motors Il 5/21/08 I 125UG I II Other Equipment: l-Zone A/C Gas Heat Unit, 1-2 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: 7478 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-204) 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 2na Floor [] 3ra Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave Exit/Emergency Fixtures 20 19 21 9 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp Meter Amps Phase motors II 5/21/08 I 125UG 1 Other Equipment: I-Zonc A/C 43as lteat UniL 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: 7479 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-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 Ist Floor 2"d Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Swilchcs Receptacle Fixtures G.F.h Microwave Exit/Emergency Fixtures 20 19 21 9 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final Insp Meier Amps Phase Motors II 5/21/08 I 125 UG l Other Equipment: l-Zone A/C Gas 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 4. 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 7480 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit D-206) 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 Switches Receptacle Fixtures G.F.b 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 Furnace Oil (]as Circulators Whirlpool Bell Transformers 11 Final Insp I Meter Amps Phase Motors II Other Equipment: I-Zone A/C Gas Neat Unit, l-2 Burner Cook Top, l- Wine Cooler This certificate must not be altered in any manner 08/0§/2008 13:37 FA× 8313697748 LSH_DEVELOP~ENT ~005/008 Town }{all, 53095 Main Ro~d P O. Box 1179 $ou~hold, Nc;,,, York 110vl.0959 F,~x (6.31) 765.9502 Telephone (531) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOI.,D CERTIFICATION Date: (Please print) ' (Please print) ~ --' 1 certify that thc solder ~.scd in die waler supply svst¢,m oonzam,S les~ rhm,~ 2/1 (2) of' 1% [cad, S:~:::'j'~ m before me this 6th chly ~1' ..al_u_ ne_ ......2008 Nolary Public, Suffolk Counly Notary Public, State of New York No. 4826942 Qualified i~ Suffolk County Commission Exptre~ January 31, 20~/~ FORM.NO. 3 , TOWN OF SOUTH~LD 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. 31680 Z Date DECEMBER 20, 2005 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : A24ENDED FOUNDATION PERMIT TO CONSTRUCTION OF MOTEL BUILDING "D" AS PER ZBA, PLANNING AND 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 expire on JUNE Fee $ 1,418.70 GREENPORT Block 0001 Lot No. 002.001 18, 2005 and approved by the 20, 2007. Rev. 5/8/02 ORIGINAL ~8/$~/2oo5 14:~ F~X $31355?746 LS~_SEVELOP~ENT AP?EAI~0ARD MEM~RS Lydia A. To~tor~, Ch~h'wom~n Gerard P. C~ehring~r ~003/014 $outhold Town Hall 53095 Main Rosd P.O. Box 1179 $outhold, Hew 'York 11971--0959 ZiL4. Fax (631) 765-9064 T¢lo-l)~ono TOWN O~F FIN DINGS, DELIB~T,OF.~.~; AND DETERM, NATION ~N.'A OF ~,aRCH 20, 2~3 ~,p~.l. No. 4942 - I~.RFEZY SOUND CG,~'~~. Prc,~et'ty Location: No~h Side of C.R 45. a~a North Road (opposite San Simeon Nl~r,,Lng Home), Greanport; Parcel 1000~5-01.2.1. AP~!.JCANT'S REQUEST: Applicant is requesting a Special Exception under Section 101,~61B(4), for permission to establish new $6-unit metal with motel office, pool house for motel guests, and moml.rna~ager's apartment unit es shown on lhe dimensional plan prepared by Barrett. Bonacci and VenWesle, P.C. dated 10/3/01, revised 8/2/02. PQ~.PERTY FACTS/DESCRIPTiON: '¥ne appli'.~.at's 7.13-acm parcel is anlrnprove.t arid i,~ located on the north side of ~3~tc~d in the Resort- Residential (RR) Z~ne F_~;DING~ :)F FACT '~-~ Zoning Board of AppeaJs held a ,~ubli; hearing (m this applic~Uon ~ O~ober 17, 2~?~2 and Janua~ 16, 2~3, at ~ch J<~,3 ~tten and o~1 ev~ence were pr~ented. B&~,~d u~n all t~timony, documen~,, ~m~al Insp~ o~ ~e pmpe~, and o~er av;~nc~. ~e ~nin9 ~ard finds the ~llcwlng fac~ to be t~ an0 m~vant: ~,~,,E PROVISION: Code ~n 1~-6I~(4) provides ~at ~e following am ~i~ by ~pe~[ ~pt~n appr~al ~m ~ B~rd of ~, ~ject to ~te plan ap~oval by ~h~ Planning ~ard: T~nsient ~ or mole~ ~oA ~tele or mote~ or ~nfem~e ~caifl~, pmvld~ tha~ ~ ~ll~i~ r~amments are m~: (a) Mi~mum pamel s~e sh~ be ~va {/~) ~. [1] One (1) U~ per ~k lhe~d (6.~) ~m tOOt of ~d ~eut public ~t~ [2] One (1) unit par ;o,~;' Ihousallg (4,no0) ~3ua~e feet of hnd whh public {c) No m~, ~efl~ment or lout,[;Jeer sy~em shall be au~Je ~om (d) ~e ~m~ s~a of e gu~t unit ~haN be six ~ndmd (OOO) ~uara ~[ [~ o04/o14 in addition, the Board has reviewed the General Standards governing Special Exception ~lses set forth in Section 10(%263 and finds that: A, That the use ~iil mt prevent the orderly and reasonable use of adjacent properties or of proposes in adjacent usa districts, B. That the use will not prevent the orderly and reasonabis use of permilted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safely, ~he health, the welfare, the comfort, the convenience or the order of the town will not be adversely a~fected by the Resort Motel use and its location, D. That the use will be in hanl~ony with and promote the general purposes and intent of this chapter, E, That the uae will be compatible with its surroundings and with the character of the nelghborinood and of [he community'in general, pa~culariy wilh regard to visibility, scale ~',d ov~ail appearance. F. "Fiqat all proposed strdctures, equipment and material shall be readily accessible for fire ae.d police protection. BC~.D CONSIDERATIONS/REASONS: iln consideri~CJ this application, and on the basi~ of t~sfimony p~esented, mate~als submitted and personal inspections, the Board has reviewed the oode requirements set fo:th pursuant to Section 100-61B(4) and finds that the applicant complies wi~h the Coda requirements, and that 1. The proposed Resort Motel is required to be built on a minimum of five acres. Breezy Sound Shores Corp, has seven acres located on County Route 48. The ' Proposed project is bounded on the east by a motel and a condominium, and on the , west by a motel. The si~e is located across i~rom the San Simeon Nursing Home on County Route 48. and to the north of the site ~s a bluff overlootdng Long Island Sound. Breez7 Sound Shores Coq0. has received a Permit to build from the Town Trustees amended 1/7'/02. Th,a number o1' guest units is determine~Ji by the availability of water and sewer. When both are available, one unit per four thousand square feet is a~lowed. The applicant has permiSSion from fine Surrblk County Water Authority to hook up tO public water. Breezy Sound Shotes Corp. also has oblained approval for e chromoglass system from the Suffolk Cc~unly Board of Health for sewer disposal or .08/3'0/2005 14:'~ F^X 6318887746 LOi~_DEYELOP~EHT ;3an 1~ O~ 02:18p ~are La~ O~c.~ Appl ~p. 4942 -- ~t~ ~und Shores 1000,.4~1-2.~ al G~po~ ~ 005/014 they are in negotiations with the Village of Gmenlx>rt for sewer hookup. This would allow construction of 68 units. $. No music, entertainment or Ioudspe.~ker ,.,yatem shell be audible from beyond the property tine. 4.. The maximum size of a guest unit shal~, be 600 square feel The applicant's plans cell f~r a living area, kitchenette, and two bedrooms all within the 800 square feet limit, 5. The definition of a Resort Motel atto includes the permission to build a manager's unit with one bedroom and kitch[~n~ and a pool house, pool, office, and beech After considering all items under Section 100-61 B(4), no evidence has been submitted to <show that [he sal~ety, health, weEar6 convenience order o1' the Town would be adversely ~affectecl by this Resort Motel use. This project is subject to a site plan review by the ~-"~hning Board. REAOLUTION OF THE BOARD: In con:~idering ell of the above factors and applying the b~,;a)nc~ng test under New York Town L~W'267.B. motion was offered by ~ember Olive, ss~:~)r, deci by Member Terrors, and duly carrL,-,d, to GRANT the applica~on for a Spec~at Exception, for a Resort Motel, subject to the following Covenants anc[ Restrictions, to be prepared by applicant in recordable form, approved by the Tm~,n ,~,ttor~,ay's O~.ice, and filed by the owner/applicant with the Suffolk County Cler,~:'s ':)fries: 1, Regardless of Ihs form of ~tn.ership of the Resort Motel or the individual motel units, the resort motel will be opetatecl in accordance wi~ the Southold Town COde. In accordance with the Soulhold Tc~wn Code, the Resort Motel shall be "rented on a; daily renLal basis or for vacationers or ,~/.her persons on a weakJy rental basis." 2. A Management Company, or equivalent, shall be esiabllshed which will m,~nage the day to day'operattons of tt;~. resort motel and shall monitor that the unlt,J are operated as a resort motel. A Board of Managers. or equivalent, will establish the rules ar~c ir~,:gulations of the complex. The ru~es ae,.f regulations shall be in conformity with the So,~holcl Towrt Code, 3. The Operating Agreement of this complex will provide that n~l vdual owners of t~{e resort motel units shall be ,3uaranteed no more than two weeks of occupancy etr their unit during the prime seaso~. T'ne ,units a~e to be placed in a rental pool and &variable to Ihs public. In the event theft the. unit ia not rented, the owner of the unit may .08/3'O/2OO§ 14:4i F/~× 63135977~.6 L$~_[3E~,'ELOPHEI,IT · Jan ~3 0~ 0~: ~gp ~oorl Lam 0FF~e Ap~l. No. 4~2- Bm~ Sold Shore~ 1~,1-~1 at ~1oo6/o14 then occupy the unit in accordance with the rules and regulations established by the Board of Managers. 4. The Resort Motel will be clo~ed from January 15t~ through March 15~h of each year. The units shall not be occupied as a dwelling. 6. The Resort Motel unit shall be ret,ted as a suite with two bedrooms, and the bedrooms may not be individually rented. T;~i~ ac[ion does not authoriz~ or condone any c~rent at future use. setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly adciressecl in this action. vats of the Board: Ayes:. Members Tortora (Chain~aman), Goehringer, Orlando, and ~li','a. (Absent was: Member Homing or Fishers Isl, ai~.d.) is Resolution was duly ,.,,Iopted (4..0~. ~~ Lydia A~"rortora, Chairwoman-Approved for Filing TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ~,HPLBG. [ ,~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ~~ [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ~ETY INSPECTION [ ] RRE RESISTANT C01~I~UCTION [~FIRE RESISTANT PENETRATION REMARKS: ~ ~m,~/~_.~ ~_ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS.-- -/~-~/ Y- ?~ ~'- DATE INSPECTOR~ CHARLES M. THOMAS, R.A. PO Box .IAMESPORT, NY 1 ] 94? {~3~7 72 7-79~3 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 'D' permit # 31680) 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 B'7'7 ,IAMESPORT, NY ] ~ cj4~ (~31) 72.7-7993 ~//, 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 'D' permit # 31680) 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. THOMAS~ R.A. Po Box ,IAMESPDRT, NY ~ 194? 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 'D' permit # 31680) 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 'D'. Please call the office with any questions or concerns at (631) 727-7993. Thank you. Sincerely, ~_~ ~:,_~homas, R.A. I-:.HARLE$ M. THOMAS, R.A. PO Bnx 8'7'7 JAME:.~PORT, NY 1 1 c~4'7 (631] 727-7993 2oo8 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 'D' permit # 31680) 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 Please call the office with any questions or concerns at (631) 727-7993. Thank you. M. Thomas, R.A. Re: J606004RP The truss drawing(s) referenced below have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Triangle Buildin§ Products. Pages or sheets covered by this seal: T2730705 thru T2730705 My license renewal date for the state of New York is June 30, 2008. October 16,2007 Albani, Thomas The seat on these drawings indicate acceptance of professional engineering responsibility solely for the tress 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 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 .Fax: 813-971-6117 vc,~w.robbinseng.com DALLAS TAMPA FT. WORTH J606004RP /120-CR ~. TR 260600 6 0 0 T2730705 HVAC R/T so 6-6 REPAIRPROBLEM: (1) Need to add 2 Point load(s) to the truss where shown(*). Point loads am from AIC unit. No repair required, TC I 6-6-6 I 11-8-3 I ~ I 15-8-1 I 19-7-0 9-11-8 SO 6-10-6 26-6-0 SPL 19-7-0 I 26-6-0 SGR R:1868 U: 701 Robbins Engineering, Inc./Online Plus~ APPROX. TRUSS WEIGHT; 177.4 LBS Online Plus -- Version 21.0.060 Rlus 6 Wind Load Case(s) ............. Webs ............. Design checked for LL on BC IBC/IRC-2003 and FBC 2006 Wind Load~ - ANSI / ~ 7-02 October 16,2007 T J606004RP /123-CRI ~. g 6-6-6 I 10-7-7 S~ P1-H1 Left OH P~ght OH Engineering 340000 6 1- 0- 0 0 T2730706 N ~ 26-3-8 30-5-4 11-9-3 I ~ 1150911 I 19-7-0 I I I 516 = ('1 ~ (*) K 5x6 -~ 716 A ~c [ I 9-11-8 I .... ~o-o-8 REPAIR PROBLEM: i (1) Need to add 2 Point load(s) to the truss where shown(*). Points loads are from A/C unit. No repair required. · :~ 34-0-0 HO 3-1-6 E C I Scale: 0.148" = 1' Robbins Engineering, Inc,/Online Plus~ APPROX. TRUSS WEIGHT: 244.4 LBS A MT20 7.01 6.0 3.2 0.5 0.93 I MT20 2.01 4.0 Ct~ Ctr 0.38 81 ~T20 M.OX 8.0 Ctr Ctr 0.93 J MT20 4.01 6.0 Ctr Ctr 0.80 82 MT20 3.01 6.0 Ctr cfr 0.88 O MT20 ~,0x 6.0-0.5 Ctr 0.90 H M~0 S.Ox 6.0 Ctr-0.5 0.79 October 16,2007 Job ~a~k ~ T~ Span P1-H1 Left OH P~ght OH Engine~ng j606004rp A26-CR ~ HIP~ 470600 6 1- o- 0 0 T2750707 HVAC R/T. 6-0 6-0-6 10-6-9 10-3-0 REPAIR PROBLEM: (1) Need to add 2 Point load(s) to the truss where shown(*). Point loads are from AJC unit No repair required. I 12-10-8 I 19-5-4 ] 23-9-0 128--0-12 131-11-2 I 5x6 ~ 3x6 = Sx6 ~ (*) B C D HO 6-6 9x8 _ W:508 9-11-8 I 19-6-8 I 27-11-8 r 37-6-8 67-6-0 47-6-0 A -K 0.63 827 T 0.07 0,56 APpRox* TRUSS WEIG}~T: 360.1 LBS C MT20 3.0x 6.0 Cfr Ct= 0.69 D MT20 $.0x 6.0-0.7-3.1 0.75 (*) M MT20 4.0x 6.0 Ctr C~r 0,88 October 16,2007 Job 'J606004RP HVAC R/T B12-CR Quart T!n~e Span P1-H1 Left OH P~ght OH E~i~Hng i TR 260200 6 1- 0- 0 1- 0- 0 T2750708 7-6-7 7-0-14 HO 6-6 REPAIR PROBLEM: HO 8-e o (1) Needtoadd 2 Pointload(s) to the truss where shown(*). o Poiot loads are from A/C unit No repair required. · 0 I~ I e-7-e I 11-1-2 113-1-0115-1-0 I ~.9-e-8 I 26-2-0 I"° I 3x4 3x6 -- 3x4 _ W: 508 W: 508 W: 508 W: 408 R: 1092 R: 56 R: 1706 R: 747 U: 543 U: 84 U: 739 U: 334 B~ 5-8-12 I 8-5-8- I 17-1-4 [ 26-2-0 26-2-0 ~J ~L PLATES A~ ~T2020 Robbin$ Engineering, Inc,/Online Plus~ APPROX. TRUSS WEIGHT: 142.5 LBS Online Plus -- Ve=sion 21.0.060 Plus 6 Wind Load Caee($) Soffit psf 2.0 I -F 0.94 1348 C 0.01 0.93 October 16,2007 j606004rp B20-CR ~ ~p 210200 6 0 0 T2750709 HO 6-6 HO 6-9'6 TC ] ~ ~30612 I 10-9-4 I REPAIR PROBLEM: (~) N~ to a~d 2 P~m I~d(s) to the truss ~e~ sh~*). (*) sa~ = (.) Poigt ~ a~ f~m ~C uB~No fe~i; ~qui~, N 0 Robbins Engineering, I~c./Online Plus-- APpRox. TRUSS WEIGHT: 150.8 LBS .......... TOp Chozds .......... H -I 0.38 4669 C 0.19 0.19 October 16,2007 J606004RP B21-CR i ~R 210200 6 0 0 T2730710 8-11-6 HO 6-6 HO 6-9-6 ~ 9-0-0 I 14-5-11 116-10-0 j 19-1-5 REPAIR PROBLEM: * B * {1) Need to add 2 Point load(s) to the truss where shown(*). ~( ) ~ Point loads are from A/C unit. NO repair required. W:506 R:1398 U: 501 6-4-4 I 12-8-8 [ 21-2-0 21-2-0 A~L PLATE8 ~ MT2020 W:508 R:1600 U: 530 Robbins Engineering, Inc./Onl,ne Plus-- APPROX. TRUSS WEIGHT: 136.5 LBS Online Plus -- Version 21.0.060 R~N DATE: 15-OCT-07 CSI -Si ze ..... Lu~ber .... TC 1.00 2x 4 8P-2400 -- 0.67 2x 4 SPF-2100 -- 0,66 2x 4 8PF-#2 B -K BC 0.98 2x 4 SPF-2100 Plus 6 W&nd Load Case(s) Plus 2 unbalanced Load ~ses A -H 1.00 1943 C 0.01 0.99 8 -81 1.00 1472 C 0.01 0.99 S1-B 0.67 1276 C 0.02 0.55 B -K 0.66 77 T 0.00 0.55 ........ Bott~ Chords ......... A -N 0.42 1750 T 0.18 0.24 N -~4 0.93 1727 T 0.18 0.75 M -82 0.80 563 T 0.05 0.75 82-L 0.98 563 T 0.05 0.93 N -5 0.04 58 C H -M 0.82 909 C M -B 0.69 1376 T B -L 0,63 1252 C I Br L -K 0.21 248 C TL Dell -0.60" in M -L L/402 LL Dell -0.16- in M -L L/999 Shear // Grain in M -82 0.62 Jt T~ Plt Si=e X Y A MT20 4.0x 4.0 1.0 0.3 0,80 H MT20 3.0x 4.0 Ctr Ctr 0,90 S1 ~T20 3.0x 4.0 Ctr Ctr 0.98 B ~4T20 5.0x 6.0 Ctr-0.1 0.81 K MT20 2.0x 4.0 Ctr Ctr 0,36 N MT20 2.0x 4.0 Ctr Ctr 0.37 M ~4T20 4.0x 4.0 0.4 Ctr 0,99 S2 M~20 3.0x 4.0 Ctr Ctr 0.60 L MT20 3.0x 4.0 Ctr Ctr 0.82 ANSI/TPI 95 & 02 Design checked for LL on BC per BO~A (section 1606.2.3) , IBC/IRC-2003 and FBC 2004 (section 1607.1) , 20.0 psf. NO wind exl~osure on right end. Wind Loads - ANSI / A~CE 7-02 October 16,2007 J606004RP B29-CR ~. sp 3aosoo 6 o ~.- o- o T2750712 9-2-15 HO 2-9-6 HO 6-6 ?el 3-8-12 I 8-0-0 L_~_._l. 15-0-10 I '~ I ~ ~ I 27-8-0 I 33-8-0 (*) 5x6 I 21-0-12 I 27-$-0 -~ 33-8-0 I REPAIR PROBLEM: (1) Need to add 2 Point load(s) to the truss where shown(*). Point loads are from AJC unit, No repair required. 33-8-0 Robb~ns Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 228.3 LBS October 16,2007 108' PLATE SIZE 3x5 II ROBBINS ENG. GENERAL NOTES & SYMBOLS PLATE LOCATION Center plates on joints unless otherwise noted in plate list or on drawing. Dimensions are given in inches (i.e. 1 1/2" or 1.5' ) or IN-16ths {i.e. 108) FLOOR TRUSS SPLICE ( 3X2, 4X2, 6X2 ) IW} = Wide Face Plate (N) = Narrow Face Plate LATERAL BRACING Designates the location for continuous lateral bracing (CLB) for support of individual truss members only. CLBs must be properly anchored or restrained to prevent simultaneous buckling of adjacent truss members. AND ORIENTATION The first dimension is the width measured perpendicular to slots. The second dimension is the length measured parallel to slots. Plate orientation, shown next to plate size, indicates direction of slots in connector plates. DIMENSIONS All dimensions are shown in FT-1N-SX (i.e. 6'-8.5' or 6-08-08 }. Dimensions less than one foot are shown in IN-SX only (i.e. 708). W = Actual Bearing Width (IN-SX) R = Reaction (lbs.) U = Uplift (lbs.) --- BEARING When truss is designed to bear on multiple supports, inter/or bearing locations should be marked on the tras$. Interior support or temporary shoring must be in place before trusses are installed. If necessary, 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 naris, 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/TP1 1), and HUD Design Criteria for Trussed Rafters. Robbins Eng. Co. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to "Building 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 'J606004RP B27-CR ~. m~, ~,oooo * ~.- o- o o ~22Jo?~t HO 6-6 HO 6-6 o 10-1-3 9-9-10 H S2 F E REPAIR PROBLEM: (t) Need to add 2 Point load(s) to the truss where shown('). Point loads are from A/C unit. No repair required. G W:508 R:2689 U:1263 Robbins Engineering, Inc,/Online Plus~ Online Plus -- Ve=$ion 21.0.060 RUN DATE: 15-0CT-07 CSI -Size .....L~mber .... TC 0.96 2x 4 SpF- 92 .......... Top Chords .......... A -I 0.96 1024 T 0.18 0.78 ........ Soft. Chord8 ......... ............. Webs ............. APPROX. TRUSS WEIGHT; 303.9 LBS C MT20 3.0x 8.0-0,6-2,4 0.91 L MT20 5.0x 6.0 0.2 0.5 0.85 (*) M ~T20 2.0x 4.0 Cfr Ctr 0.42 October 16,2007 CHARLES M. THDMAS, R.A. PO Box JAMESPORT, NY 1194? 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 'D' permit # 31680) Framing & Strapping Certification This letter shall serve to certify that we have inspected the 'as built' Framing & Strapping in Building qY 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. _ ~r17{4~. Thbrnas~R.A. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND August1,2008 Patricia Moore, Esq. 51020 Main Road Southold, N.Y. 11952 ICE M~ILING ADDRESS: P.O. Box 1179 Southold, NY 11971 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 Examined Approved Disapproved a/c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ ~ 2/z o ,20 PERMIT NO. , ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: / .~ .......................... ~ Phone:. Expiration ,~'A.o ,20 ~ ~' // "[3~' ~ 17-- APPqCATION FOR BUILD*G PE~IT ~ ~' Date ~STRUCTIONS ,20 O~ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pertrdt for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depart~hent £or the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New ~ork, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) O-' ' (Mail~_g address of applicant) 5 - 6q State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plmnber or builder Name of owner of premises -- ~ ~_~lh~.~ t K.~- "'~ ~la__ ~xO~rta~ W~ I (As on ~e t~ roll or latest deed) a c ration silage of hodzed officer ~ ~ of co.orate ~fi~ ~ Builders License No. Plumbers License No. Elecfficians Licmse No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 4 5 Block O ~ Subdivision Filed Map No. (Name) Lot Lot 2. State existing use and occupancy of premises and inteh'de, eh~e and occupancy of proposed construction: a. Existing use and occupancy ~_..~.~'~1_~ [.,,~,~a~ b. Intended use and occupancy Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition Other Work 4. Estimated Cost "~. ~ ~.~,~., 5. If dwelling, number of dwelling units If garage, number of cars Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions o?q~sting structures, if any: Front Rear Height ""X .__... Number of StOries. '___: .Depth 8. Dimensions of entire new construction/Frc~ t.~ Rear Depth Height N u~be?'o'f~tl~ir~ 9. Size oflot: Front Rear 10. Date of Purchase Name of Former Owner / ~. 6hA.) 11. Zone or use district in which premises are situated '"'-1'~'~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES ~NNO__Will excess fill be removed t~om premises? YES NO 14. Names of Owner of, l~remises I~, ~_.-['7o~ P~t~kddress~:~Lt.,~Phone No. Name of Architect (_//Otetro~ 7"/~n,*:~ Address "~'u,,~_.~ Phone No ~1~ 7ZT-TetC~ Name of Contractor L~/r//)&¢{,t,t>An£~7' Address .Tgt,~t.,~'~n~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS ~Y BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES v,~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. - ~ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. STATE OF NEW YORK) SS: COUNTY OF~o ~t~ ) 17. If elevation at any point on proPerty is at 10 feet or below, must provide topographical data on survey. being duly sworn, deposes avd says that (s~ is the applicant (Name of individual signing contract) above named, (S)l~)is the (Contractor, Agent, Corporate Officer, ~c.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn.to before me ~ ~ / day 20 y Notmy Public .Public,'~tate ~ ~. 492~202 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN/SULATION [ ]FRAMING / STRAPPING [ ~ FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [/] FIRE RESISTANT PENETRATION REMARKS: ~---/~(~' (~,~ DATE INSPECTOR 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 . . . Fire Protection b9 Compuler Design LTR FIRE DESIGN 108 MONTAUK HWY WESTHAMPTON NY 11977 631-288-7692 Job Name Building Location System Contract Data File : CLIFFSIDE RESORT : D : SOUND AVE., GREENPORT, NY :D : : 6-1-05_C.WX4 LTR FIRE DESIGN Page CLIFFSIDE RESORT Date 062905 Hydraulic Design Information Sheet Name - CLIFFSIDE RESORT Location - SOUND AVE., GREENPORT, NY Building - D Contractor - LTR FIRE DESIGN Calculated By - CMR Construction: (X) Combustible ( ) Non-Combustible Occupancy - RESIDENTIAL Date - 062905 System No. - D Contract No. - Drawing No. - 13 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 - 56.901 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 P Location - NEAREST HYDRANT P NORTH RD. L Source of Information - LTR FIRE DESIGN Y C Commodity Class 0 Storage Ht. Area M Storage Method: Solid Piled % M Location Aisle W. Palletized % Rack S R T A 0 C R A G Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf K Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse E Horizontal Barriers Provided: VVaLe[ oupply ~,ufvu LTR FIRE DESIGN CLIFFSIDE RESORT Page 2 Date 062905 City Water Supp~: Cl - Statm Pressure : 72 PSI C2 - Residual Pressure: 59 PSI C2 - Residual Flow : 2650 GPM 150 D1 - Elevation : 14.292 PSI 140 D2 - System Flow : 576.46 GPM D2 - System Pressure : 56.901 PSI 130 Hose ( Adj City ) : __ GPM Hose ( Demand ) : __ GPM p 120 D3 - System Demand : 576,46 GPM Safety Margin : 14,326 PSI R 110 E 100 S 9O S 80 Cl U 7O R 60 E 50 / 4O 3O 2° 10 I')1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) Computer Proorarn.~ bv Hvdratec Inc Route 11t Windharn N H USA 03087 ,Fittings Summary LTR FIRE DESIGN CLIFFSIDE RESORT Fitting Legend Abbrev. Name Page Date 3 062905 A B C D E F G H J K L M N 0 P O R S T U V W X Y Z Generic 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' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Tum Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control 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 Eittings Summary LTR FIRE DESIGN CLIFFSJDE RESORT Unadjusted Fittings Table 1/2 3/4 1 I 1/4 1 1/2 2 Page 4 Date 062905 2 1/2 3 3 1/2 4 A B C 1.0 1.0 1.0 1.0 1.0 1.0 D E 2.0 2.0 2.0 3.0 4.0 5.0 F 1.0 1.0 1.0 1.0 2.0 2.0 G 1.0 H 1.0 1.5 2.0 2.0 I 2.0 3.0 4.0 3.5 J 4.5 6.0 8.0 8.5 K L 1.0 1.0 2.0 2.0 2.0 3.0 M 2.0 2.0 3.0 3.0 4.0 N 7.0 7.0 7.0 8.0 9.0 11.0 O 3.0 3.0 5.0 6.0 8.0 10.0 P 1.0 1.0 1.0 2.0 2.0 2.0 Q 18.0 R 1.0 1.0 1.0 1.0 1.0 1.0 S 4.0 5.0 5.0 7.0 9.0 11.0 T 3.0 4.0 5.0 6.0 8.0 10.0 U 18 V 3.5 W X 8.5 Y 2.0 4.0 5.0 6.0 8.0 10.5 Z 2.0 2.0 2.0 3.0 4.0 5.0 7.7 21.5 17.0 7.0 10.0 12.0 1.0 1.0 1.0 1.0 9.5 17.0 28.0 6,0 7.0 8.0 10.0 3.0 3.0 3.0 4.0 1.0 1.0 1.0 2,0 3.0 3.0 3.5 3.5 6.0 5.0 8.0 7.0 10.8 13.0 17.0 16.0 14.0 14.0 4.0 5.0 5.0 6.0 5.0 6.0 6.0 8.0 12.0 13.0 12.0 15.0 3.0 4.0 29.0 35.0 2.0 2.0 14.0 16.0 19.0 22.0 12.0 15.0 17.0 20.0 2.2 2.6 3.4 4.3 5.0 6.8 10.3 10.8 13.0 16.0 12.5 15.5 22.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 47.0 12.0 14.0 18.0 22.0 27.0 35.0 5.0 7.0 9.0 tl.0 13.0 17.0 2.0 3.0 4.0 5.0 6.0 7.0 4.5 5.0 6 5 8.5 10.0 180 8.5 10.0 13.0 17.0 20.0 23.0 21,0 25.0 33.0 41.0 50.0 65.0 36.0 55.0 45.0 8.0 9.0 13.0 16.0 18.0 24.0 10.0 12.0 16.0 19.0 22.0 33.0 27.0 32.0 45.0 55,0 65.0 76.0 25.0 30.0 35.0 50.0 60.0 71.0 4.2 5.0 5.0 8.5 10.0 13.0 13.1 31.8 35.8 27.4 21.0 25.0 33.0 12.0 14.0 18.0 220 27.0 35.0 1.0 1.0 1.0 1.0 40.0 45.0 50.0 61.0 19.0 21.0 24.0 28.0 8.0 10,0 11.0 13.0 20.0 23.0 25.0 30.0 25.0 33.0 36.0 40.0 78.0 88.0 98.0 120.0 27.0 30.0 34.0 40.0 87.0 98.0 109.0 130.0 81.0 91.0 101.0 121.0 40.0 45.0 50.0 61.0 Pressure / Flow Summary - STANDARD LTR FIRE DESIGN CLIFFSlDE RESORT Node Elevation K-Fact Pt Pn Flow No. Actual Actual Page Date Acea 5 062905 Press Req. 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 11.25 na 18.81 S009 30.0 5.6 12.58 na 19.86 S010 30.0 5.6 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 I6 22.0 17.33 na 17 22.0 18.59 na 14 22.0 16.35 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 na 7 22.0 18.35 na 8 22.0 19.69 na 1 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 ne BOR -3,0 49.63 na BFP -3,0 50.02 na 250.0 SRC -3.0 56.9 na .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= 8.983 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 Galculations - 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 Date 7 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= 4.7t 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.t200 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 1.049 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 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= 7.209 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 Date Page 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 21 18.81 0.1161 9.800 1.138 Vet= 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.t244 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 0.461t 8.400 3.873 Vet = t4.712 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 0.1285 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 IT 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= 11.784 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 t8.50 1.049 3.000 15.837 to 120 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 Ref. "C" or Point Qt Pf!UL Eqv. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Date 9 062905 Notes ****** 13 0.0 1.049 1T 5.000 to 120 6 50.19 0.7138 0.0 50.19 7 20.58 1.049 to 120 8 20.58 0.1372 3.390 5.000 8 390 17.979 0.0 5.989 Vel = 18.632 23.968 K Factor = 10.25 9.800 18.349 0.0 0.0 9.800 1.345 Vel = 7.640 8 21.21 1.049 1T 5.000 3.400 19.694 to !20 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.!!51 9.800 1.128 Ye! = 6.949 2 19.28 1.049 1T 5.000 6.390 16.912 to 120 5.000 0 0 3 38.0 ~..~,~ ~ 1!.390 4.860 Ve! = 14107 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 Q0 0.0 5 !55.27 0.0650 9.870 0.842 Vel= 9.135 5 79.21 2.635 9870 22.592 to 120 00 0.0 6 234.48 01394 9.870 1.376 Vel = 13.795 6 9!.97 ~ 63~ 1T 16 474 24 700 23 967 to 120 16.474 0.0 TOR 326 45 0.257! 41 174 l~u. Vet= 19 206 TOR 0 0 ~ 260 3E !3 167 84 790 34 55! to 120 1Z 13.167 86.902 10.828 ~ ~ ~ ~ i ' ¢~ 1~ ~ ~ ~ "~ 00248 18 I~'~0V 17!'692 ~.~¢ Vel = ~ ~-~ 1K !8.434 BOR 0.01 4.260 1E 19.896 4.000 49.632 to 150 ~ ~ ~ ~rr ~ze.~u 0.0164 23.895 0.392 8FP 250.00 4.260 !G 3.979 36.000 50.024 · ~ ~n 3.979 5.000 SRC 576.46 0.0469 39.979 !.877 .0 576.46 Vel -- 7.349 K Factor = 250.00 Fixed loss = 5 Ve! = 12.976 56.901 K Factor = 76.42