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Home My WebLink About33867-Z Bldg AFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33182 Date: 08/01/08 THIS f/~TIFI~ ~hmt the buildi-g MOTEL BUILDING A l~ocation of Property: 61475 CR 48 (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 45 Block 1 Lot 2.1 Subdivision Filed Nap No. 5or No. GREENPORT conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 2, 2008 pur~,~-t to which Building Perm/t NO. 33867-Z dated MAY 2, 2008 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 A), AS APPLIED FOR PER ZBA #4942, DATED 3/20/03. The certificate is issued to BREEZY SOUND CORP (OWNER) of the aforesaid building. SuF~O~IK ~OU~TY DEPARTMenT OF H~ALTH APPROV~J~ C10-02-0015 07/31/08 ~.mCTRICA~ (~TIFICATE NO. 8256 05/21/08 PLU~ C~KTIFICATI(~ DA'r~u 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 Tiffs application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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. 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. Co Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, New Construction: Location of Property: Swinaning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. I' I Old or Pre-existing Building: House No. Owner or O~vners of Property: ~ ~.~12~,f'~ Suffolk County Tax Map No 1000, Section Subdivision (check one) Permit No: 2.'~ ~(.~-'~ ~Da~e of Permit. Health Dept. Approval: Street Hamlet Block I Lot ~. I Filed Map. Lot: Applicant Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: v'/' (check one) 5_4 -"~Applidant Signature~ "~ Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-$91-3097 Fax: 631-591~$098 Application: 8256 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (A-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"0 Floor [] 3rd Floor Garage Conversion Basement [] Hot Tub Addition Detached Garage Pool Switches 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 1 Othcr 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: 7457 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 1't Floor [] 2"d Floor 3~d Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave ExitY Emergency Fixtures 20 19 21 9 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath 1 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers 1 Final Insp Meter Amps Phase Motors II 5/21/08 I 125UG 1 II Other Equipment: I-Zone A/C 43as lteat 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: 7458 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 Ist Floor [] 2no Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I Microwave Exi*d 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 il Final lnsp. Meter Amps Phase Motors II 5/21/08 ' 125UG 1 Other Equipment: l-Zone A/C -Gas Ileat Unit, 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: 7459 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-103) Introduced By: Cell Electric Village: Greeoport 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® 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 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 Final lnsp. meter Amps Phase Motors II 5/2'/08 I 12SUG I Other Equipment: I-Zone A/C -Gas Iteat UniL 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: 7460 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-104) 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 ,Switches 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 II Final Insp Meter Amps Phase Motors II 5/21/08 I I25UG ' Other Equipment: l -Zone A/C -Gas Heat Unit. 1-2 Burner Cook Top. 1- 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: 7461 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 I~t Floor [] 2na Floor 3rd 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 Il Final lnsp. Meter Amps Phase Motors l[ 5/21/08 I 125UG 1 Other 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: 7462 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-106) 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 1st Floor [] 2"d Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. ~1 ime Clocks Exit/Emergency Fixtures 20 19 21 9 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 I 125UG I Other Equipment: 1-Zone A/C Gas Iteat Unit. l-2 Burner Cook 'Fop, 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: 7463 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 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 ()il Gas Circulators Whirlpool Bell Transformers I] Final [nsp Meter Amps Phase Motors Other Equipment: I-Zone A/C 43as 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: 7464 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 Ist Floor 2na Floor [] 3r~ Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.L Microwave Exit/Emergency Fixtures 20 19 21 9 1 Fans Dishwasher Washer/Amps Dr~er/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Bath I I Furnace Oil Gas Circulators Whirlpool Bell Translbrmers [ Final Insp. Meter Amps Phase Motors Il 5/21/08 I 125UG 1 Other Equipment: l-Zone A/C Gas Heat 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: 7465 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 !st Floor 2"a Floor [] 3rd 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 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 I II Other Equipment: 1-Zone A/C -Gas Heat Unit, 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: 7466 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-204) 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 1~t 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 Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 2-Exhaust Both I I Furnace Oil Gas Circulators Whirlpool Bell lransformers I Final lnsp. Meter Amps Phase Motors II 5/21/08 I 125UG I Other Equipment: I-Zone A/C Gas Heat Unit. l-2 Burner Cook Top. l- Wine Cooler This certificate must not be altered in any manner 1 Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 7467 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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 [] 3ra 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 I Furnace ()il Gas Circulators Whirlpool Bell Translbrmcrs II Final Insp Meter Amps Phase Motors 1[ 5/21/08 , 125 UG I II Other Equipment: I -Zone A/C ~3as Heat 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: 7468 Date: 5/21/08 Issued to: Cliffside Resorts Address: Route 48 (Unit A-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"a Floor [] 3rd 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 1 1 Furnace Oil Gas Circulators Whirlpool Bell Transformers II Final [nsp Meter Amps Phase Motors II 5/21/08 ' 125UG 1 Other Equipment: I -Zone A/C -Gas Heat Unit, l-2 Burner Cook Top, I- Wine Cooler This certificate must not be altered in any manner 08/05/2008 13:58 FAX 8313887748 LSM_DEVELOPMENT ~002/008 Town Hall, 53095 Main Road P,O. Box 11'7,9 $oUdm]d, New York t1971-Og59 Fax (631) 765-9502 'l'elepllone (631) 765-1802 BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATION Date: Building Permit No. ~lease print) (Please print) I certify that the solder used il~ lhe water suppty system coatains lcss thaa 2/10 of 1% lead. (Plumbers ,Signature) his 6th davcq. June 20 08 Nolary l.'ublm, _S_uf fo lk No, 4826942 Qualified in Suffolk County Gommi$$ion E~plr~s January 31, 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) PEPd~IT NO. 33867 Z Date MAY 2, 2008 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : AMEND FOUNDATION PERMIT TO CONSTRUCTION OF MOTEL BUILDING "A" AS PER ZBA,PLANNING AND SCHD AS APPLIED FOR.THIS REPLACES BP# 31682 at premises located at 61475 CR 48 County Tax ~4ap NO. 473889 Section 045 pursuant to application dated MAY Building Inspector to expire on NOVEMBER Fee $ 1,418.70 GREENPORT Block 0001 Lot NO. 002.001 2, 2008 and approved by the 2, 2009. ORIGINAL Rev. 5/8/02 FORM ~O~3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERb~IT NO. 31682 Z Date DECEMBER 20, 2005 Permission is hereby granted to: SOUND CORP BREEZY PO BOX 815 QUOGUE,NY 11959 for : AMEND FOUNDATION PERMIT TO CONSTRUCTION OF MOTEL BUILDING "A" AS PER ZBA, PI2kNNING 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 22, 2005 and approved by the 20, 2007. dz/~~ ~ture ORIGINAL Rev. 5/8/02 FORM ,N.O/ B~ 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. 31682 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 "A" 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 22, 2005 and approved by the 20, 2007. Authorized Signature ORIGINAL Rev. 5/8/02 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 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hail 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, Kdsty Winser Senior Planner cc: Building Department Town Engineer TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined L~"-/Zo/. ,20. Approved /~-/20/-' 20 Disapproved a/c B~,UILD1NG 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: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 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 permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depart~c.nt for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mail~_g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contracto~r, electrician, plumber or builder Nameofownerofpremises--~ ~5~C.~t kW -'~t~l:__ ~l~.ro.~ '~'"s_l (As on the t~ roll or latest deed) ~lic~a c~ration~ si~e of~hofized officer (~ ~ of co-~orate o~fi~ ~ Builders License No. Plmbers License No. Electhcians License 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 Subdivision (Name) Block 0 ~' Filed Map No. State existing use and occupancy of premises ~tl'i~.tOi~ed use and occupancy of proposed construction: a. Existing use and occupancy C__.~. ~-.a~t..m.../3 k.~,~,o I~ b. Intended use and occupancy ~_ *:~._.%oao'~ I,~,~o-x- c~x- 3. Nature of work (check which applicable): New Building_ ~ Addition Repair Removal Estimated Cost "~. ~ /~-~ ~- · If dwelling, number of dwelling units If garage, number of cars Demolition Other Work 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 of..f.e..x, isting structures, if any: Front Rear Height ~ Number of St~)ries E~ie~~~i~..~ a: it i o n s: Front 8. Dimensions of entire new co s ' an/t.l~rc~l~..~ Rear Height N uCnbeF'o'f~dt~de.~ 9. Size of lot: Front Rear &Dep~i~ 10. Date of Purchase Name of Former Owner Number of Stories Rear .Depth 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 ~ Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of, l?remises"T-ta~o.o, ~.'-~,.,/q~ddress~Phone No. ~ -~ N~eofArchitect ~ ~5 Address ~~ PhoneNo ~~~ N~e of Con~actorb~ ~v~O~gm~ Address ~t~ Phone No. ~ 15 a. Is ~is prop~y within 100 feet ora tidal wetl~d or a ~eshwater wetl~d? *YES ~O ~ * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS ~Y BE REQUIRED· ~t~L b. Is ~is prope~y within 300 feet of a tidal wetl~d? * YES ~ NO ~ IF YES, D.E.C. PE~ITS MAY BE REQUIRED. -- ~ ~o~- 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. STATE OF NEW YORK) SS: COUNTY OF~o ~ ) 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. being duly swom, deposes avd says that (s~ is the applicant (Name of individual signing contract) above named, (S)~)is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swomlo before me this ~ [ ("] day of~b/-d ~ 20 0__~_~ 7J Notary Public F~'ota* PuNic, State ~ Ne, v york · 492~202 Lydia A. To,~'tm'~, C}!airwornan Gerard P_ Ooehdngcr Gsc:,r~,~ Horn [nl~ RuO~ ?3. Oliv~ !/incrust Orlando 631765~643 ) ~1oo3/014 Southold Town Hall $3095 Main Road P.O. Box 1179 $~thol~ New York 11~1~59 ~ Fax (631) 765-~E4 Tclcp~n= (631) 7~-1~09 h t t p://s o uthol~,~,~.algllJl,fOrk.n, t TOWN OF FINDINGS, DELIBE~T~O;..~ AND DETERMI NATION ~N~.A O~ ~4~RCH 20, 2~3 ~9~1. No. ~2 = BRE~ SOUND CG~. ~atho/g Tows Clerk P~'c,c~ ~tion: N~ Side of C.R 4& ~a No~ Ro~ (opposite San N[~r,[n9 Home). Gmen~; Parcel 100~01..2.1. ~~: Appll~t ~ re~u~ a Spatial ~pfion under 10[~;61B(4). for pe~ission to ~ta~h new 6~unit morn wi~ ~ offi~, pool h~e for mo~l gu~. and ~l-~g~s sparest unit ~ sh~n on t~ dJmensi~el plan prepa~ by BerretL Bona~ and VanW~le, P.C. dated 10~1, revised ~02. P~UJ_~PERTY FACTS/DESCRIPTION: 'l'~e epplic~aL's 7.13-acre parcel is unimproved and ;,= located on the norbh side of C.R, 48, a£r,/a North Reed, in Gr~enport, arid is ~o,~ted in the Resort- Residential (RR) Zone D,sLrict. F.~{D_.ING~ 3F FACT '~"-a: Zoning Board of AppeaJ$ held a ,~bli; hearing on this applic~l~on on O~ober 17, 2~'0'2 and Janua~ 16, 2~3, at ~¢h d,.'v3 ~en and o~1 ev~en~ were pr~ented. Bsa. ~ d u~n all t~timony, documen~flo~,, ~m~al Insp~ o~ ~e pmpe~, and o~er evL$~nce, ~e ~ning ~a~ finds the foJlcwlng fac~ to be t~ an~ re~vant: ~,~E PROVISION: Code ~n 1~-61B(4) provides ~al ~e following am ~rmia~ by ~pe~[ ~pt~n appr~N ~m ~ B~ o~ ~, ~Ject lo ~te plan ap~val by ~h~ ~anning Beard: Transient ~ or m~e~, ~o~ ~tele or mote~ or ~n/ere~s ~ll~i~ r~mments (a) MiNmum pamel s~e sh~ be five (~) ~. (b) ~e m~m~m num~ [1] One (1} [2] One [1) unit per ~,~r thuuaallcl (4.000) a(~uam feet of la~d with public w~ter NO mu~lG, entertainment or Ioac,..,3saker system shall be eudibJa ~rom beyorld l~le plopel~ line. ~; (d) The maximum $~e of s guest unit shall be slx hundred (O00} square feet_ .08/3~/2005 '[4:4.0 FAX 8313897748 'Ja~ 13 r~4 G~:lSp Moo~e Lam O~¢i~ ") Pa~e 2 - ~ 20, ~ ~pl. No. 4~2 - Bm~ ~d S~ LSNI_DEVE~OPI~ENT ~ 004/014 in addition, the Board has reviewed the Gen.'al S[andarMs governing ,~pecial Exception rises set forth in Section 100-263 and finds lhat: A. That the use ~11 not prevent the orderly and reasonable use of adjacent properties or of prope~es in adjacent use districts. E,. That the use will not prevent the orderly and reasonable use of permitted or legally estabtlshed uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the sefeb/, the health, the welfare, the comfort, the convenience or the o~ier of M'te town will not be advemely a~ected 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 iQ surroundings and with the character of the ~elyhbo~ooci and of [he community'in general, particulady wlth regard to vistDilRy, scale ~,;d overall appearance. F, '?nat ell proposed stn. mtures, equipment end mate6al shall be readily accessible for fJr~~. ar.d police protection. BO/~J~D CONSIDERATIONS/REASONS: :1o considering this applice6on, and on the basi~ of tesfirnony presented, mate~is submitted and pem~aal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-61B(4) and finds that the applicant complies with the Code requirements, end that: 1, 'i-ne proposed ResoM, Motel is required to be built on a minimum el= five acres. Breezy Sound Shores Corp. has seven acres located on County Rou~e 48. The '* proposed project is bounded on the east by e motel and a condominium, and on the west by a motel. The site is located acro~s 6'o111 the San Simeon Nursing Home on Counly Route 48, end to the north of the site ~s a bluff overlooking Long Island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Town Trustees emended 1/7/02, Th~s number of guest units is determined by the availability of wa~er and sewer, When both ara available, one unit per four thousand square I~eet is allo~d, The applicant has permission from the Sut~oll( Coun~ Wa£er Authority to hook up to public water. Bnsa2y Sound Shor~s Corp, also hsa obtained approval for s chromoglass system free the SUffolk C.~,unty Boa'el of Health for sewer disposal or '3 005/014 they are in negotiations with the Village of Groenport for sewer hookup. This would altow construction of 68 units. 3. I~o music, entertainment or loudspeaker '~¥stem shall be audible from beyond the pncperty line. 4._ The maximum size of a guest unit shal! be 600 square feel The applicant's plans call f~r a living area. kitchenette, and two bedrooms ,311 within the §00 square feet limit, 5. "t'he definition of a Resort Motel a~',30 includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach After considering ail items under Section 100-61B(4), no evidence has been s ubmitted to <show that the sol'dry, health, weitar~ convenienc~ on,er Of the Town would be adversely ,at~ectecl by this Resort Molel use. This project is subject to a site plan review by the ~.~'3nning Board. R~.'..'A OLUTION OF THE BOARD: In co~:dde~ing all Of the above factom and applying the b'-~a~nc:ng test under New York Town Law 267-B, motion was offered by Niember Oliva, ss,:~)r, ded by Member Tortora, and duly carr~.~,cl, to GRANT the applica~on for a Specta~ Exception, for a Resort Motel, subject lo the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Tm~,n/~.ttomay's Of~.ioe, and flied by the owner/applicant wilh the Suffolk County Cler,~:'s 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance wiffi the Southold Town cO:lo. In accordance with the Soulhold Town Code, the Resort Motel shall be "rented on ~ daily renlal basis or for vacationers or ,..,[her persons on a weakly rental be,sis." 2. A Management Company, or e~uivalant, shall be established which will the day to day'operations of th~; resort motel ansi shell monitor that the units are or.,erated as a resort motel. A Board of Managers, or equivalent, will establish the rules r~,;gulati~ns of the oomplex. The ru~ a~,,5 regulations shall be in conforml~j with the Scab,[hold TOWn COde, 3. The Operating Agreement of this compI~x will provide that Individual owners of t~e resort motel units shall be guaranteed no rno~e than N/o weelcs of occtJpancy o! the. ir unit cluHng the prime seaso~. The units em to be placed in a relltal pool anti &variable to the public. In the event thief the unit is not rented, the owner of the unit may 08/3'0/2005 'i~:ql E^X $3136S7746 i.S~I_OEV£LOPI~ENT .) Page 4 - ~a~h 20, 2003 Ap~I, No. 4~2- ~m~ So~d Shores ~006/014 p.S ~en occupy the unit in accordance with the rules and regulations established by the Board of Managers. 4. The Resort Motel w~ll be closed from January 154 through March 15~h of each year. The units shall not be occupied as a dwefling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be indK4dually ranted. T~tis action does r~ot authoriz~ or co~o~te ~y c~re~t or rub,re 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 addressed in this action. V6ta of the Board; Ayes:. Members Tortora (ChaU~oman), Goehdnger, Orlando, and ,gliva. (Absent' was: Member Homing or Fishers IslallM.) ~]]'tis I~esolutlon was duly ,.~,,opted (4-0). ~~F 4/ '/03 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ].~.1LATION [~]"~FI NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE / / / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING I ]FINAL [ ]FIREPLACE & CHIMNEY [~ FIRE SAFETY INSPECTION /-~, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEN~:i.ATION REMARKS://~:~' ~,~ ~??_~ r ~,~,u~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] I~ATION [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~ C~ DATE INSPECTOR SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [~~-IM.B~ /~.~,~_.,).,:.._ [ ] FOUNDATION 2ND []FRAMING/STRAPPING []FINAL ............ [ ] FI PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION "~EMARKS: __~~" 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 "~-I -O~' INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ~81;i~PLBG. [ j/],'INSU LATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTA#T PENETRATION INSPECTOR~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [,.~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [,--'~IRE RESI~.....ANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR~.~ ~ ~ ~,~.u~.~ DATE __~0 INSPECTOR I~.HARLES M. THOMAS, P-..A. Po Box , IAME.~PORT, NY FAX (~5~ I) August 15, 2007 At-tn: Town of Southold Building Department 53905 Main Road Southold, N.Y. 11971 Re: Strapping Certification for Cliffside Resort (Building 'A' permit # 31682) 61475 Route 48 Greenport, NY 11944 This letter shall serve to certify that based upon my inspection of building 'A' on 7/16/07, the 'strapping' was found to be in conformance with the construction drawings. Please call the office with any questions or concerns at (631) 727-7993. Thank You. Sincerely, Charles M. Thomas, R.A. CHARLES M. THOMAS, R.A. PO Box FI77 .IAMESPORT, NY I 194'7 t631) 727-7f~93 August 15, 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 'A' permi~ # 31682) Elashing 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 'A' and have found that it was completed in conformance with the revised flashing detail. Please call the office with any questions or concerns at (631) 727-7993. Thank you. Sincerely, Charles M. Thomas, R.A. CHARLES M. THDMAS~ R.A. Po Box ,IAMESPDRT, MY I I c~47 {~531 } 7~' 7- 7~93 September 19, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Cliffside Resort Condominiums Southold, NewYork 11971 (Building 'A' permit # 31682) Framing Certification This letter shall serve to certify that we have inspected the 'as built' Framing in Building 'A' 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. CHARLES M. THOMAS~ PO BDX 8'7'7 ,JAMESPORT, NY '1 '194'7 ~631] 727-7993 R.A. 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 'A' flermit # 34682~]'~1~C Installation Based upon site inspection of installed HVAC Units & Truss Manufacture's Engineers certification for Trusses supporting said loads, ! certify the installation of the Truss Hung HVAC Units in Building 'A'. Please call the office with any questions or concerns at (631) 727-7993. Thank you. M. Thomas, R.A. Re: J606004RP The tress drawing(s) referenced below have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Triangle Building Products. Pages or sheets covered by this seal: ]'2730705 thru T2730705 My license renewal date for the state of New York 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 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 'Fax: 613-971-~117 www.robbinseng.com DALLAS TAMPA FT. WORTH ' J606004RP A20-CR HO 6-10-6 HO 6-6 REPAIR PROBLEM: (l) Need to add 2 Point load(s) to the truss where shown(*). Point loads are f~om AJC unit. NO repair required. TC I 6-6-6 I 11-8-3 J o~ 115-8-1 I 19-7-0 r 26-6-0 9-11-9 I 19-7-0 I 26-6-0 4x6 K L R:1848 U: 701 Robbins Engineering, Inc./Online plus~ AppRox. TRUSS WEIGHT: 177,4 LBS Online Plus -- Version 21.0.060 RUN DAT~: 15-OCT-07 CSI -Size ..... Lu~e= .... TC 0.99 2x 4 S~F-2100 BC 0.93 2x 4 SPF-2100 -- 0.92 2x 4 SP-2400 F -E WB 0.74 2x 3 SPF-92 -- 0.35 2x 9 SPF-$TUD G -F -- 0.14 2x 4 SPF-#2 E -B WG --- 2x 4 SPF-STUD .......... Top Cho=4s .......... A -G 0.06 3111 C 0.07 0.79 ........ Bottc~ Chords ......... ............. Webs ............. October 16,2007 A23-CR ~. sP a4oooo ~; a.- o- o o r275#7o~ ' J606004RP aVAC 10-7-7 10-3-14 HO 6-6 · c ~ I ~-*-$ I ~.l-e-a I '~1lso~11 I 1~-?-o I ~ (.) s~6: R~:~AIR PROBL~:M: (1) Need to add 2 Point load(s) to the truss where shown(*). Points loads are from A/C unit No repair required. HO 3-1-6 E C 5x6 ~ W: 508 R:2248 U: 831 § g : g October 16,2007 j606004rp A26-CR HO 6-6 o 6-6-6 REPAIR PROBLEM: ~o 6-6 (1) Ns~d to add 2 Point load(s) to the truss where shown(*). ~ ~ Point loads are from AJC unit No repair required. ~ 12-10-8 I 19-5-4 I 23-9-0 128-0-12 ]31-11-2 i ~ F,~i 40-11-10 I 47-6-0 5x6 ~ 3x6 -- Sx6 ~ B C D 10-6-9 10-3-0 4x6 _ J I S3 G 4x6~ 4x6= 5x6-- 4x8 W:400 W:506 R: 116 R:3415 U: 336 U:1439 (*) 82 F 94 H 4xS~20G-MT2H-6x10 4x6-- N 27-11-8 47-6-0 J 37-6-8 I 47-6-0 Sca~e: 0.134" = 1' 6x6 -- W:508 October 16,2007 J606004RP BI2-CR x 'iR 260200 S 1- O- 0 1- O- 0 T275070~ 7-4-7 7-0-14 Ho 6-6 REPAIR PROBLEM: Ho 6-6 °o (1) Need to add 2 Point load(s) to the truss whure shown(*). o Point loads are from A/C unit. No repair required. TC r~° I 6-7-8 I 11-1-2 ]13-1-0 115-1-0 I 19-6-8 I 26-2-0 I F G 3x4 3x6 -- 3x4 W: 808 W: 500 W: 508 W: 408 R:1092 R: 56 R:1706 R: 747 U: 543 U: 34 U: 739 U: 334 On~ine Plus -- varsion 21.0.060 DATE: 15 -OCT-07 CSI -Size ..... L~er .... I -F 0.94 1348 C 0.01 0.93 ........ Botto~ Chords ......... I MT20 4.0x 4.0 1.0 0.3 0.88 F MT20 2.0x 4.0 Ctr Ctr 0.30 B MT20 4.0x 4.0 Ctr Ct= 0.04 G MT20 2.0= 4.0 Ctr Cfr 0.38 C MT20 4.0x 4.0-1.0 0.9 0.00 E ~IT20 3.0x 4.0 Ct.T Ctr 0.08 S1 MT20 3.0x 6.0 Ctr Ctr 0.83 J ~'~20 3.0x 4.0 Cfr Ctr 0,62 RA~rfEW~D BY: Rohbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ~G. GEh~RAL October 16,2007 j606004rp B~O-~ ~R ~ aP 2~o2oo s o o HVAC R/T HO 6-6 HO 6-9-6 .......... Top Chord~ .......... ANSI/T~I 95 & 02 October 16,2007 J606004RP B21-CR 1 '~ 210200 $ 0 0 ~2750710 8-11-6 HO 6-6 HO 6-9-6 ~L 9-0-0 I 14-6-11 116-10-0 I 19-1-5 121-2-0 I 5x6 (1) Needtoadd2Polntlosd($) to U~e trus~ where shown(*). ~1) ~ ~() Point I~ds a~ .om ~C un~ No .~ir ~u,~. . ~/~y o 6 3x4 ~ N M S2 ~ 3x4 2x4 // 4x4 =3x4 = W:599 R:1398 U: 501 6-4-4 I 12-8-8 I 21-2-0 21-2-0 ALL PLATES ~ ~2020 W:509 R:1600 U: 530 Online Plus -- Version 21.0.060 R~ DATE: 15-OCT-07 TC 1.00 2x 4 SP-2400 -- 0.67 2x 4 SPF-2100 -- O. 66 2x 4 SPF~92 B -K BC O. 98 2x 4 SPF-2100 .......... Top Chords .......... A -H 1.00 1943 C 0.01 0.99 ........ Bottom Chords ......... Robbins Engineering, Inc. 6904 Parke East Blvd, Tampa, ~ 33610 October 16,2007 J606004RP B27-CR 1 DS~ ~?oooo ~ x- o- o o r~z.~o?u 10-1-3 9-9-10 HO 6-6 HO 6-6 34-7-0 [ 40-10-2 I 47-0-0 C L 3PL 7x6 A 6x9 z N W:408 W:309 R: 169 R:3294 U: 482 U:1567 H S2 F E G 3x6_ 3x8_ 4x8_ 4xO_ 3x6 S3 3x8 REPAIR PROBLEM: (1) Need to add 2 Point load(s) to the truss where shown(*). Point loads are from AJC unit. No repair required. 47-0-0 EXCEPT AS SHOWN ~ P~TES A~ MT2020 47-0-0 W:508 R:2699 U:1263 .......... Top Cho~ .......... A -I 0.96 1024 T 0,18 0.78 ........ Bott~ C~ords ......... ............. Webs October 16,2007 J606004RP B29-CR z st, '~osoo ~ o :t- o- o mr.nc R/T 9-2-15 I I 11-5-8 27-5-0 I 33-8-0 o REPAIR PROBLEM: (1) Need to add 2 Po nt oad(s) to the truss where shown(*). Point loads are from A/C unit No repair required, October 16,2007 108 PLATE 3x5 I ROBBINS ENG. GENERAL NOTES & SYMBOLS PLATE LOCATION Center plates on joints Lq plate list or on drawing. D/mensions are Riven Lq inches (i.e. I 1/2" or 1.5" } or 1N-16ths (i.e. 108) FLOOR TRUSS SPLICE ( 3X2, 4X2, 6X2 ) (W) = Wide Face Plate (N } = Narrow Pace Plate LATERAL BRACING Designates the location for continuous lateral bracing (CLB) for support of individual tr~ss members only. CLBs must be properly SIZE AND ORIENTATION The first dimension is the width measured perpendicular to slots. The second dhnenslan is the length measured para. el to slots. Plate orientation, shown next t~ plate size, Lqdicates direction of slots in connector platss. DIMENSIONS All dimensions are shown in FT-IN-SX (i.e. 6'-8.5" or 6-08-08 ). Dimensions less than one foot are shown Lq IN-SX only (i.e. 708). 6-08-08 ~ ~708 W = Actual Bearing Width (IN-SX) R = Reaction (lbs.) U = Uplift (lbs.) BEARING When tru~ is desiEned to bear on multiple supports, interior bearlag locations should be marked on the temporary shoring must be Lq place before trusses are installed. If necessary, shim bearings to assure ~olid 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. 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, sl-tipping and erection. Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceding, 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.corn CHARLES M. THOMAS, R.A. PO BOX BT? ,JAMESPORT, HY '1 '1 c:~4"7 (~31] 7~' 7-7993 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 'A' permit # 31682) 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. · . _ Fire Protection b~, Computer Design Job Name Building Location System Contract Data File LTR FIRE DESIGN 108 MONT^UK HWY WESTHAMPTON NY 11977 631-288-7692 : CLIFFSIDE RESORT : A : SOUND AVE., GREENPORT, NY :A : : 6-1-05_C.WX1 LTR FIRE DESIGN Page 1 CLIFFSIDE RESORT Date 062905 Hydraulic Desiqn Information Sheet Name - CLIFFSIDE RESORT Location - SOUND AVE., GREENPORT, NY Building - A Contractor - LTR FIRE DESIGN Calculated By - CMR Construction: (X) Combustible ( ) Non-Combustible Occupancy - RESIDENTIAL Date - 062905 System No. - A Contract No. - Drawing No. - 4 Ceiling Height - 30' S (X) NFPA 13 (X) Lt. Haz. Ord. Haz.Gp. ( ) 1 ( ) Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure S Other T Specific Ruling Made By E 2 ( ) 3 ( ) Ex. Haz. Curve Date M D E S I G N Area of Sprinkler Operation - 1500 System Type Density - 0.12 (X) Wet Area Per Sprinkler - 130 ( ) Dry Elevation at Highest Outlet - 30 ( ) Deluge Hose Allowance - Inside - 100 ( ) Preaction Rack Sprinkler Allowance ( ) Other Hose Allowance - Outside - 150 Note Sprinkler/Nozzle Make VICTAULIC Model VK27 Size 1/2" K-Factor 5.6K Temp.Rat.200 Calculation Flow Required - 576.46 Press Required - 55.057 AT SOURCE SunYmary 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 O 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 S R { ) Double Row T A ( } Mult. Row O C Clearance:Storage to Ceiling Transverse R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: VVaLef OUpp~y C.,UfVe 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 D2 - System Flow : 576.46 GPM D2 - System Pressure : 55.057 PSI Hose ( Adj City ) : __ GPM Hose (Demand) : __ GPM D3- System Demand : 576.46 GPM Safety Margin : 16.170 PSI Cl :2 D2 ~ / / 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) Computer Proorams bv Hvdratec [nc Route 111 Windham NH U.~A 03087 Fittiogs 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 O 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 Fittir)gs Summary LTR FIRE DESIGN CLIFFSIDE RESORT Unadjusted Fittings Table 1/2 3/4 Page 4 Date 062905 1 1 1/4 1 1/2 2 2 112 3 3 1/2 4 7.7 21.5 17.0 7,0 10.0 12,0 1.0 1.0 1.0 1,0 1.0 1.0 1.0 1.0 1,0 1.0 9.5 17.0 28,0 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 1.0 1.0 1.0 1.0 2.0 2,0 3.0 3.0 3.0 4,0 1.0 1.0 1.0 1.0 2.0 1.0 1.5 2.0 2.0 3.0 3,0 3.5 3.5 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 14.0 14,0 1.0 1.0 2.0 2.0 2.0 3,0 4.0 5.0 5.0 6.0 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 3.0 3.0 5.0 6.0 8,0 10,0 12.0 15.0 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 18.0 29.0 35.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 1.8 2.2 2.6 3.4 3.5 4.3 5.0 8.8 10.3 8.5 10.8 13.0 16.0 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 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 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 F 5.0 7.0 9.0 tl.0 13.0 17.0 19.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20,0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78,0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 M 10.0 12.0 16.0 19 0 22,0 N O P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 T 25.0 30.0 35.0 50.0 60,0 71.0 81.0 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 1.0 1.0 1.0 45.0 50.0 61.0 21.0 24.0 28.0 10.0 11,0 13.0 23.0 25.0 30.0 33.0 36.0 40.0 88.0 98,0 120.0 30.0 34.0 40.0 98.0 109.0 130.0 91.0 101.0 121.0 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 Date Area 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 11.28 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 16 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 na BOR -3.0 49.63 na BFP -3.0 50.09 na 250.0 SRC 0.0 55.06 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 Page Date 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 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 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 = 4.71 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 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 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 . , Finel 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 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 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 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 1T 5.000 6.390 17.525 to 120 5.000 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 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= 11.764 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 Pf/UL Eqv. Ln. Total Pf Pn Page 9 Date 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 1.345 Vel= 7.640 8 21.21 1.049 1T 5.000 3.400 19.694 to 120 5.000 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 tl.390 4.860 Vet = 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 8.000 49.632 to 150 19.895 0.0 BFP 326.46 0.0164 27.895 0,457 Vel = 7,349 BFP 250.00 4,260 IG 3.979 23.000 50.090 K Factor = 250.00 to 150 3.979 3,701 Fixed loss = 5 SRC 576,46 0.0469 26.979 1.266 Vel = 12,976 .0 576.46 55.057 K Factor = 77.89