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Home My WebLink About34282-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33420 Rte: 12/09/08 THIS CERTIFIES that the building NEW BUILDING (#1) Location of Property: 700 HUMMEL AVE (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 63 Block 2 Subdivision Filed Map NO. Lot No. SOUTHOLD (HAMLET) Lot 30.1 conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 7, 2008 pursuant to which Building Permit NO. 34282-Z dat~d NOVEMBER 7, 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 COMMERCIAL OFFICE BUILDING AS APPLIED FOR PER ZBA #5355 DATED 9/11/03 AND ZBA #5492 DATED 3/4/04. The certificate is issued to SUFFOLK COUNTY IDA (OWNER) of the aforesaid building. S~3FFOI=K C~)[~l"f DEPART%WE~T OF }~F-;%LTH AP~=RO~i%L C10-03-0013 ELRt-rKICAL CERTIFICATH NO. PL~S C~TIFIC3%TION Da'r~u3 Rev. 1/81 04/03/06 102199C 03/16/06 05/03/06 CUTCHOGUE EAST PLUMBING ' ~~t [o i/z ed~ignat ure Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY f This application must be filled in by typewriter or ink and submitted to the Building Dep~rtme~lt 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 naturnl or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 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. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. '" Old or Pre-existing Building: (check one) Street Hamlet Block O0 0 T Lot ©%C) OC-VI Filed Map. Lot: Applicant: -/01Al ~- LL& Underwriters Approval: House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Bq~(~_ 3 ((e~'x.~ Permit No. ~ Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ (-~ o i' c nY Final Certificate:~ (check one) 6 Town Hall, 5309.5 Main Road P. QBox1179 Southold, New Yo~, 11971 Fax (516) 765-t823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this · rs ) / / Su~P,i~ J NAG',' // Notary Public State of New ~/ No. 4896735 Qualified in Suffolk County Commission Exoires May County Issue Date 3/16/2006 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application 375 Dunton Avenue 102199C East Patchogue, NewYork '1'1772 (631) 286-6642 Issued To: Tow Bee LLC Street: 700 Hummell Avenue Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Frohnhoefer Electric Co., Inc. Lic. # 962-E Was examined and found to be in compliance with the National Electrical Code. [] Commercial [] NVDefects [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub [] Residential [] Det. Garage [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 91 308 235 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 6 X 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 600 3 [] / Bldg. Permit: Other Equipment 3RD FLOOR 3- 100 Amp UPS Bypass Switches / 3- 200 Amp 3 Phase Sub Panels / 2- 150 Amp 1 Phase Sub Panels/1- 150 Amp 3 Phase Elevator Disconnects / 33- Modular Partitions 1- 600 Amp 3 Phase Transfer Switch President Rough Inspection: Inspector: Final inspection: 03/15/2006 Inspector: Aneal Angelillo This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 6 Town of Southold Building Department PO Box 1179 Southold, NY 11971 Re; Towbee LLC\Sea Tow Services International Permit//31204 To Whom It May Concern: Attached please find the following items related to the above referenced building permits: · Pluming Certification · Final Electrical Inspection Certificate · Stamped and approved as-built plans from the Suffolk County Department of Health Services · Stamped as constructed plans for all smoke and heat detectors, alarms and strobes, pull stations, exit lighting and fire extinguisher placements. If you should have any questions conceming any of the above, please feel free to contact me at 765-3660 x3116. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNE~E SAFETY INSPECTION REMARKS: DATE INSPECTOR~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34282 Z Date NOVEMBER 7, 2008 Permission is hereby granted to: LLC TOWBEE PO BOX 1178 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW BUILDING (BLDG. #1) AS APPLIED FOR PER ZBA ,PLANNING AND SCHD APPROVAL REPLACES EXPIRED BP # 31204 at premises located at 700 HUMMEL AVE County Tax Map No. 473889 Section 063 Block pursuant to application dated NOVEMBER 7, 2008 BuildingFee $ Inspector5,600.00to expire on MAY ~~~~ SOUTHOLD 0002 Lot No. 030.001 and approved by the ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31204 Z Date JUNE 16, 2005 Permission is hereby granted to: LLC TOWBEE PO BOX 1178 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW BUILDING (BUILDING #1) AS APPLIED FOR PER ZBA, PLANNING AND SCHD APPROVAL at premises located at 700 HUMMEL AVE SOUTHOLD County Tax Map No. 473889 Section 063 Block 0002 Lot No. 030.001 pursuant to application dated APRIL 21, 2005 and approved by the Building Inspector to expire on DECEMBER 16, 2006. Fees 4,220.00 ~d/g~~ ~ t ~x re ORIGINAL Rev. 5/8/02 PLA/~qING BOARD MEMBER~ JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND January 9, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING 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 Mr. Joseph Frohnhoefer Sea Tow Services International, Inc. 1560 Youngs Avenue Southold, NY 11971 Re: Site Plan inspection and satisfaction letter for Sea Tow Corporation 700 Hummel Avenue, Southold SCTM#: 1000-63~2-30.1 Zoning District: LIDistrict Dear Mr. Frohnhoefer, At your written request for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on January 5, 2007. In reference to the above, the Planning Board held a work session on January 8, 2007 to discuss the approved site plan dated April 13, 2004, Planning Staff site inspection comments and request for satisfaction. This is to inform you that the site plan requirements have been satisfied conditionally and include the following items: · The Planning Board acknowledges the changes as noted on the as-built site plan dated August 7, 2003 and last revised site plan December 16, 2006 and approves the site plan as submitted. · The owner agrees to complete the wall and remove the chain link fence on the northwest side of the property within one year of the date of this letter. This letter does not condone any changes from the site plan and approvals from other agencies if required. Respectfully yours, ~2odhouse Chairperson Cc: File, Building Department, Town Engineer 'APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 4, 2004 Appl. No. 5492 - TOWBEE, LLC Property Location: 700 Hummel Avenue, Southold; CTM #1000-63-2-30.1. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 74,052 sq. ft. parcel has frontage along two streets: Hummel Avenue to the north and Boisseau Avenue to the east, in Southold. The widest frontage of the property along Boisseau Avenue is 156.10 feet, and 639.17 feet along Hummel Avenue. The westerly lot line runs '105.05 feet deep to the Long Island Railroad right-of-way. The property and existing buildings are used for warehousing and storage. The property is zoned Light-Industrial (LI). BASIS OF APPLICATION: Building Department's January 26, 2004 Notice of Disapproval, under Section 100~82A, stating that the bulk schedule allows one use per 40,000 sq. ft., and the use, as proposed, would constitute a second use. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on February 26, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applibant maintains that the building inspector erred in citing Article VIII, Section 100-82A to deny them a building permit. Section 100-82 A states: "Except as otherwise provided hereon, no bulldinR or premises shall be used and no buildinR or part thereof shall be erected or altered In the LB Districts unless the same conforms to the Bulk Schedule and Parking and Ioadln.q Schedules Incorporated into this chapter by reference, with the same force and effect as if such reRulatlons were set forth herein full." The Building Inspector further states that the proposed (multiple light industrial) use would constitute a second use. The applicant maintains that this property has had multiple uses continuously since before the inception of zoning in Southold town and therefore qualifies as a pre existing multiple light Industrial use. Page 2 - March 4, 2004 Appeal No. 5492 -TowBee LLC CTM 63-2-30.1 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: I. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties, because this property has had multiple light Industrial uses since prior to the enactment of the zoning ordinance. According to an affidavit submitted by James H. Rich Jr., the subject property has had In excess of 20 different combinations of uses at varying times since 1920. The~e uses include a plumbing contractor, masonry contractor, lumberyard, and landscaping contractor to name just a few. 2. The benefit sought by the applicant (multiple light industrial use) has existed historically on this property since before zoning. 3. The amount of relief requested is not substantial. The property has a previous ZBA approval to upgrade the buildings to allow for uses that are quieter, more attractive, self contained, and conducted inside the buildings. 4. This request will not have an adverse effect or impact on the physical qr.environmental conditions in the neighborhood or district because.the Property h. as~ been used for multiple light industrial uses for many years and the applicant only seeks to continue what has historically existed. BOARD RESOLUTION: Based on the above reasons the Board finds that the basis for the Building Inspector's Notice of Disapproval was incorrect. NOW, therefore, on motion by Member DInizio, seconded by Chainvoman Oliva, it was RESOLVED, to REVERSE the January 26, 2004 determination of the Building Inspector, finding that the applicant Is not requesting an additional use on this property but merely seeking to continue the multiple light industrial uses that have existed for years. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution wa~uly adopted (5-0). RUTH D. OLIVA, CHAIRWOMAN 315/04 Approved for Filing ,~,,89/30~ 200~ 14:49 G317G590G~ APPEALS BOARD Lydia .~. Tottorn~ ChnL,'woman Gerard P. Goehringer George Homing Ruth D. 011va Vincent Odando PAGE 02 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 7HA Fax (631) 765-9064 Telephon~ (631) 765-1809 http:l/southoldtown.no~hfork, ne~ BOARD OF APPEALS TOWN OF $OUTHOLD FINDING8, DELIBF, RATIONS AND DETERMINATION MEETING OF gEPTEMBER fl, 2003 Appl. No. 5355 - TOWBEE. LL~ Property Lcmation: ?0O Hummel Avenue, Southold; CTM SEQRA DETERMInATiON: The Zoning Board of Appeals has visited the property under eonelde.retlnn la this application and datarminna ~otagory of the State's Ust of Actions, wltoout un adverse effect on the environment If the proJe~ Is Implemented aa planned, PROPERTY FACT,~OESCRIPTION: The eppllcenge 74,052 mi. fL ~mel has ~n~ge Mong ~o m~: Hummel Avenue ~ the n~ and ~lsseau Avenue to ~e sa~, In 8out. M, ~e ~ ~n~ge of the ~ along Bolsseau Av~ue Is 1~.10 ~eL end saa.~7 alo~ Hum~I Avenue. The wes~ ~t line mos t05.05 f~ deep to the ~ ~nd ~limad Hght~ay. The p~pe~ an4 existing buildings am us~ for ~mhouslng and P ON: Building Departmant'e February 19, 2002 Notloe of Dieepprovel, ait~fld~l M~rnh 10, 2003, April 10, 20D3, June 18, 2003, and June 19, 2003, citing Sectlona 10D,442, fOO-143A and I00.143C, In it~ dartlel of n building pnrmit to conn~ruct new buildings with Interconnected hallway~addltlons. FINDINg80FFAC~ Tho Zoning Board of Appeals held public hearing, on thle application on June 19, 2003 gild August ?, 2003. et which time wrftten and oral twldenee were presented. Based upon all eeetlmonyo dnoumentation, personal inspection of the prope~f, and other evidence, the Zoning Board finds the following facts to be true and relevant: ~EA VARIANCE RELIEFJORIOINAL,, REqUeST: The applicants original npplloatlon requested relief to construct new t~uildlnga In this LI Industrial Zone District requesting the following area variance relief: (a) building area (ref. #O) with mar eetbacl;~ I~twee. five feet and eight feet, maximum, f~om the aoutherly property llne and at len~t 14'9" from the front northerly lot line along Hummel Avenue; (b) building area (rst. #1) with a ~--60 feet ;e~ack from tho front lot line along Hummel Avenue, and 220 ft. of linear frontage on Young. Avenue, end (a) building area (ref, #1 and #3) with aide yard satbn;k at ~ feet, AMENDED ADDITIONAL RELIEF: During the June 19, 2003 publla hearing, It wee determined that the applicant had not flied an amer~ded Appeal~ be&od upolt the June 19, 2003 amended Notice of Disapproval Issued by the laulldlng Department relative to the Building Department's revinw of oonstrucUon diagrams. On June 23. 2003, the appeal application woe amended to retest the additional reason for aisapproval by tho Building Department. for additional relief with regard to the thlr~ floor level wlth a propoead 2,000 sq. ft. of float area for storage of files and certain offloe-related meRerlaL accessible by elevator. The third-finer attic storage plan was prepared by Ea~;t End Drafting & Design 0C5-01-2003 14:50 FROM:WICKHAM I BRESSLER 631 898 8565 T0:631 765 58~2 P.003/~_~5 '09/30~2003 14:49 6~17~§9B~4 ZONINGAPPEALSBOARD : PAGE 03 Page 2 - seFt~ml~r 11. 2003 ZBA Appl, Ne. 53~$ - TC~'Bs"' Inc, t000-63-2-30.1 at ~o~thold and la dated 8-t2-200S, Also, plsose refer to details shown on tho 8*6-2003 site and drainage plan prepared by East End Drafting & Desitin regarding proposed additions and removal of axlellng buildings, REASONS FOR BOARD ACTION.; On the I~aals of testimony presented, materials submitted end personal InSpections. the Beard make, the fctlowlng findings: 1. Grant et tho relief requested will not produce an undesirable change In the character of the neighborhood or · dettlmelR to nearby peps.ea. A. ~lbaclm far BulWIna ~RoL #t. #2._end 83 and cronosed~ddrttena to Interconnect buildlrma ~11 ~ ~ I/I the {ufute.: Tho existing serb.sial faGhlg Hummel Avenue ere substantially noncaflfomtMg: (1) the existing warehouse building "E# le +42 feel to the northerly front prope~y line and '~7 feet t~ tho exlMJng fence, and (2) the e~letiIlg bulldinl~s prolx~led to bo rerltovede la closest to Hummel Avenue et ~-20 feel Haw building ~ Is prepoeed at 80~3# from the not. hotly property line and at beet 5' from the southerly prepsi~ Ilea. Bulldla(I Rof. fi2 Is I new 2,S46 sq, ft. buJldlllg, to replace the oxt~ting 70' x Z4' wide warehouse building, The exletllt0 building Is show~.q ~ variable ae~aekl from the southerly property ling between 12'3" and 9'1(1'; the new building will maintain or exceed tho setbank~ o1' tho exJstlng building fram the southerly Im:)peJ~y line, Building ~t3 I$ proposed st a mini. uTe of 94'~!" from the northerly pmpmty lies, and with yaH.hie rear setbacks between $' sad 8% et Its Glo.est polnt~. Tho existing foundations are not salvageable. Only s ~mall change of footprint of tho existing southerly building would m~ur. B. ~JJ~I~F.~: Building (RM. #1) Is proposed with 80 linear feet of building width/frontage raging BOIMO~u Avenue. PresenUy, the entire sootorly section of the property fating Bole"eau Avenue 18 u~md far outside storage of landscape mater~ala. The applicant la proposing to eliminate outside storage, and the closest new building to Bolssoau Avenue will be et lee~t IlO feet lmm the oactorly front property line. The addltioflsl build/fig frofltstiso pr"posed In the future, IJy smell additions, Interconnecting Buildings ~/1 end ~3 am else Included in this variance, as ebown on the site end drain,ge plan prep"rod by East End Drafting & Design dated 8-e-2003. C. ~ The third floor Is proposed as an att..with elevator, for 'forJKIS o! necessol~ flies and related items. 2, The benefit sought by the applicant cannot be eehloved by Nome method, feasible for tho appllealR to pursue~ other than an area vsrJa(qco, T~o property Is Improved with 0xlsdng bulldlrlgs In nonconforming locations. At least eno of Ihs buildings, which la too% In a nonconforming IooeUofl, will be removed and not bs rebuilL Outside yard area. will net be ueKI for opal~ ets.ge, nad open perking and landsGapecl buffer areas wgl be added to meet tho requirements of the Planning Board under the site plan regulatiens.. 3. The relief granted herein is substantial Iff rotation to the code requirements for building rrofltoge, and front, rear and/or side yard setbacks. Where tho rear yard setback Is 0C,~T~01-8003 14:50 FROM: WICKHAM & 8RESSLER 1 ~9/3~/2003 ].4:49 ·. Pn~0 3- $~m~r Z~A ~pL No. ~ -T~5~ Inc. I~G3-2-30.1 ~ 8nu~old 631 P98 8565 T0:631 765 5802 P.0I~4/085 ZONINGAPpEAISBOARD : PAGE 84 reduced, a front setback Increased, Where the building fmnisga is greater than eO ~eal, exteling nonconformities are either removed or educed. The al~es of the etofnge bulidlnga are largely necessary to accommodate their bcota indoors, where they ceo elm) be properly out, tied and lupplled fix' their purposes of relgue end sMvage opersllon$. Thane ~eeponese require Immediate and easy access despite the lime Of day or night or weather conditlona, 4. The difficulty wea eelf.ctaatecl when the new building coneUuclion wan planned with a design that will nor confofln to the current Town Oode requirements. 5. There is no evldenc~ that the grant of the relief will have an adverse effect er ImpaCt On phyelosl or envlronm~fltel r. oadltl~ne in the neighborhood or divot, after woh~hlllg the factor, which benefit to the applicant as compared to a detriment to tbs community. The property is la.eyed with bulldlnga In poor condltloo, and foundefiona of which ere not ~alvdgaable. There Is out~ide ator~ge of landscape material In several pries on the southeast section Df the prol~.rt~. Them are storage of h~llers and vehicla~, raglstere(:l and Unregistered. Whloh glv~ mn unalghtly eppea~tflca. The appli,~ant has ensued that tho new o~ce building will b~ ~tete ef the afl with a~lte~tur'al menial, even though it is three ct~rlas with occupancy of the first two ~torlee. Bulidinoa ~/2 and ~3 are to be Interconnected as oho bt,llldin9 for saey inside aocoa from BIJIIdlng ti1, These bulldlngo ara to be located centlguoue to the Ul~;I, on the e~NJth aide of the property. & new office eomplex with attached ~,"toroOe buildings and la,lo parking lot to accommodate staff al~d oUatbmers will be a batter utilization of this Light Industrial zoned parcel. 6. Omni Of the relief requited la the minimum action necea~lW and adequate Ia enable tim applicant to enjoy the benefit of nan building areas, while pre. erring and I~'otactlng the chareoter of the neighborhood end the health, safety and welfare of the oommunlty. RE$OL~ITION OF THE BOARD: In considering all of the above factors and applying tho balanolng test under New York Town Law 267-0, mellon wee offered by MMnber Goehrlnger, seconded by Member Orlando, and du~ carried, to GRAHT the Varlar~es aa requested, shown on the plane prepared by East End Drafting & Design ~ated 6-12-2003. site plan dated ~12~003 prepared by Wa~an ~ 9ambaMt, Jr,, and s~e~lnage map p~pm~ by East End Dre~ng & ~lgn dated 8~.2~ SUBJECT TO THE FOLL~INO COND~IONS: 1. Major mt~fittlng and overhauling of heMS ~hall be done In~ide a building. 2. All comnl~,lfll¢~tion systems used by $~ff s~ll ~ dono within the bul~lnOa, without afl ou~lde loud spiker ~yntem. 3. Goheent be obtalnld from ~e owner or eu~rlzod ~u~o~ ~th rogard to ema~en~ fire a~a~ on ~o s~u~ side of t~ pmpe~ within or along th~ URR ~ht~f~ey as nood~d. 4. That d~elgfl~ parking within the .lt~ be used for vehicle pu~s~ and not for any ~pe of s~rage. OC~-O1-P~I~O~ 14:51FROM:WICKHAM & BRESSLER 6~1 298 8565 T0:631 765 5802 P.005x~5 ~ '' ~/30/2083 14:~9 ~317~9064 ZDNINGAPPEALS~OAR~ : PAGE 05 Page 4 - ,~sptember '1 'i, 2003 ZBA AppI. No. 6355 - TowBao If~c. 1000=6~1.2.30.¶ tit 8outhold The three buildings may be connected In the Future es shown on the 6-'1~)-2003 elto pl#n prepared by Werrtm A. Ssftlbesh, Sr., P.F-~ without s supplemental eppllcattOn to the Ooerd of This action does not authorize or condone eny Cu~Tent or future use, setback or eth~r feature of the subject property that may violate the Zonlatg Code, other than such uss~, ,.e~ack~ and other f~atures as are expressly addressed in this .ction. Vote of tho Bogrd: Ayes: Members To,tara (Chairwomen), Goehrlflger, OHende, eh(] Olive. (Absent w~s Member Homing.) This Re~olutlen was ~r Filing TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSUL~_~.TION [/~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIS'r~INT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION REMARKS: DATE INSPECTO~?~~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY ~]..~IRE SAFETY INSPECTION REMARKS:__ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [,~ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR PROFESSIONAL ENGINEER ~72§HOBARTROAD/POBox616, SOUTHOLD, NEWYORK 11971 TEL631-?65-2954, FAX631-614-35~6 · e-mail: joseph@tischetti,com Date: Reference: October 28, 2005 Sea Tow International Southold Building Department Main Road Southold, NY 11971 Dear Sir, Regarding the construction if the Main Operations Building #1 for the above referenced project, I certify that I have inspected footings and foundation walls and the waterproofing prior to backfilling. I have inspected those areas of insulation required in addition to the basic insulation provided by the Reward System insulation prior to sheetrock. To best of my knowledge all were completed in accordance with New York State Codes and with plans submitted for Building Permits. Joseph Fischetti, P.E. PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL6317652954. FAX631.6143516 · e-mail: joseph@lischetti,com Date: Reference: September 14, 2006 Sea Tow Operations Building #1 Southold Building Dept Main Road PO Box 1179 Southold, NY 11971 Dear Sir, To the best of my knowledge I cedify that the Sea Tow main Operations Building has been completed in accordance with the submitted plans for the Building Permit #31204 and in accordance with New York State Building Codes. This certification excludes the Reward System Structure which was designed by other professionals. PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO [lox 616, SOUTHOLD, NEW YORK 11971 TEL631-765-29§4, FAX63~614-3516 · e-mail: joseph@flschettLcom Date: April 5, 2006 Reference: Towbee, LLC APR I il' Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir: I have inspected the completion of the Fire breaks and all fire stopping in the new Operations Building on the comer of Bousseau and Hummel in Southold and to the best of my knowledge they have been completed in accordance with New York State Codes. Joseph Fischetti, P.E. PROFESSIONAL ENGINEER 725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-76,5-2964 · FAX63~614-3516 · e-mail: joseph@flschetti.com Building Inspector Town of Southold Main Road Southold, NY 11971 Date: April 5, 2006 Reference: Towbee, LLC Dear Sir: I have inspected tie completion of the Fire breaks and all fire stopping in the new Operations Building on the comer of Bousseau and Hummel in Southold and to the best of my knowledge they have been completed in accordance with New York State Codes. Joseph Fischetti, P.E. PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 · FAX631-614-3516 · e-mail: joseph@flschetti,com Date: Reference: October 28, 2005 Sea Tow International Southold Building Department Main Road Southold, NY 11971 Dear Sir, Regarding the construction if the Main Operations Building #1 for the above referenced project, I ce~i~' that I have inspected the rough under s~ab plumbing prior to p,acing concrete. The rough Plumbing to the best of my knowledge was completed in accordance with New York State Codes. Joseph Fischetti, P.E. I Or'y,~ t,, PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-29§4' FAX63~614-3516 · e-mail: joseph@flschetti.com Date: Reference: November 1, 2005 Sea Tow Building #1 Summary of Inspections 1/14/04 Inspected reinforcing installed in footings - All in accordance with plans 6/23/04 Inspected placement pf concrete in foundation walls - All steel in accordance with plans - concrete placed in 3 foot layers - I notified contractor that the vibration of the walls was critical and to use his best men not the laborers. 9/14/04 Inspected 1 st floor reinforcement prior to placement of concrete - all steel in accordance with plans. The builder did not know where to make cold joints during placement. I suggested that he call engineer in Florida prior to the placement of next floor for direction. He kept cold joints away from middle of any beams. Some of the re-bar chairs were being pushed into the insulation - Contractor was notified. 10/7/04 Inspected 1 st floor wall reinforcing prior to placement of concrete. All steel installed in accordance with plans - 10/27/04 · nd r Inspected steel ~n 2 floo - All steel OK. Chairs were better this time - the contractor had spoken to the FL engineer for cold joints. Not notified when the 2"a floor walls were placed - No inspection was made 3ra floor concrete was placed without notification - The floor was placed when the outside temperature was below freezing and stayed that way for a number of days. I spoke to Capt. Joe to notify the FL engineer that this has occurred and that cores of the slab may be required to assure the proper strength of the floor. 3~d floor walls placed with out notification - I inspected walls prior to the placement but did not inspect completed reinforcing. PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 119;'1 TEL631-?65-2954, FAX631-614-3§16 · e-mai~: joseph@lische~ti.com Date: Reference: November 1, 2005 Sea Tow Building #1 Summary of Inspections 1/14/04 Inspected reinforcing installed in footings - All in accordance with plans 6/23/04 Inspected placement pf concrete in foundation walls - All steel in accordance with plans - concrete placed in 3 foot layers - I notified contractor that the vibration of the walls was critical and to use his best men not the laborers. 9/14/04 Inspected 1 st floor reinforcement prior to placement of concrete - all steel in accordance with plans. The builder did not know where to make cold joints during placement. I suggested that he call engineer in Florida prior to the placement of next floor for direction. He kept cold joints away from middle of any beams. Some of the re-bar chairs were being pushed into the insulation - Contractor was notified. 10/7/04 Inspected 1 st floor wall reinforcing prior to placement of concrete. All steel installed in accordance with plans - 10/27/04 Inspected steel in 2nd floor - All steel OK. Chairs were better this time - the contractor had spoken to the FL engineer for cold joints. Not notified when the 2"a floor walls were placed -No inspection was made 3rd floor concrete was placed without notification - The floor was placed when the outside temperature was below freezing and stayed that way for a number of days. I spoke to Capt. Joe to notify the FL engineer that this has occurred and that cores of the slab may be required to assure the proper strength of the floor. 3ra floor walls placed with out notification - I inspected walls prior to the placement but did not inspect completed reinforcing. PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 , FAX631~14-3516 · e-rnail: joseph@flschetti.com Date: April 5, 2006 Reference: Towbee, LLC Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir: ~ 1 have inspected tie completion of the Fire breaks and all fire stopping in the new Operations Building on the corner of Bousseau and Hummel in Southold and to the best of my knowledge they have been completed in accordance with New York State Codes. Joseph Fischetti, P.E. FIELD~I~SPECTIONREPORT IDATE I COMMENTS FOUNDATION (IST) - FO~ATION (2ND) PL~G ~S~ATION PER N. Y. STATE ENERGY CODE ~D~ION~ COMMENTS TOWN OF SOUTHOLD BUILDING,DEPARTMENT TOWN H~LL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ~//d ,20 3~ Approved ~ ,20 ~ Disapproved a/c Expiration ,20 PERMIT NO. '~ / ~ C)t-/~ Building Inpp BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: - ~'~ Phone: APPLICATION FOR BUILDING PERMIT .---~ Date March 5 _,2004 .: INSTRUCTIONS a. TNs 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 Depzrtment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County';-N.~w York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations el- far removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building codg;~ib-u~ng code, and regulatiogg, and to admit authorized inspectors on premises and in building for necessary inspections.; )~ % //~/.~/....) (Marling address o a ~can State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises TowBee LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. 1 ~077H Plumbers License No. Electricians License No. Other Traders License No. 1. Location of land on which proposed work will be done: Hummel & Boisseau Aves House Number Street County Tax Map No. 1000 Subdivision (Name) Section Block 0 2 Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructibn~ a. Existing use and occupancy s~,r~eo / Pr~vata Warehouse b. Intended use and occupancy Storaqe / Private Warehouse 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair x Removal Demolition x Other Work Estimated Cost Fee If dwelling, number of dwelling units N/A If garage, number of cars (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 existing structures, if any: Front 70 ' Height 24 ' Number of Stories Rear 70 ' Depth24, Dimensions of same structure with alterations or additions: Front 70 ' Rear Depth. 24, Height 24, Number of Stories 1 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size oflot: Front 639' Rear 585' .Depth 96' - 156' 10. Date of Purchase 12 / 14 / 00 Name of Former Owner Southold Lumber 11. Zone or use district in which premises are situated L i gh t I n d u s t r i a 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES x NO__ 13. Will lot be re-graded? YES__ NO__Will excess fill be removed from premises? YES__ P. O. Box 1178 ZBA Approved Reduced Setbacks Appeal #5335,2003 NO X 14. Names of Owner of premises TowBee LLC Name of Architect East End Draft inq NameofContractor Kehl Contracting 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Addressq~,~h~,~ a: NY Phone Noaq~ _7~5_5800 Address Phone No 631 - 765-1862 AddressP. O. Box 779 Phone No.631-477-4932 Greenport, NY 11944 NO X 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or b&'ow, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suf fo~0 James Foley being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Onr~nn ~-~ ~- ~ 0ffi c'Pr (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. Sworn to before me this tf,~~K5 dayof ~('[C~&O_~h.~ 20 Notary Publi~- ~ Signature of Applicant PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair RICHARD CAGGIANO WILLIAM J. CREMERS KENNETH L. EDWARDS MARTIN H. SIDOR P.O. Box 1179 Town Hall, 53095 State Route 25 Southold, New York 1.1971-0959 Telephone (631) 765-1938 Fmx (631) 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Abigail Wickham, Esq. P.O. Box 142 Mattituck, NY 11952 Re: Proposed Site Plan for Sea Tow Corporate Headquarters Located on a 1.7693 acre parcel at the intersection of Hummel Ave. & Boisseau / Ave., on the southeast corner, in Southold SCTM#1000-63-2-30.1 Zoning District: LI Dear Ms. Wickham: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: The final public hearing was closed. WHEREAS, the proposed site plan, to be known as Sea Tow Corporate Headquarters, is for a new 19,540 sq. ft. three-story office building (Building #1 ), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft. warehouse (Building #3), a new loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zoning District located in Southold; and WHEREAS, Towbee, LLC is the owner of the property known and designated as 700 Hummel Avenue, located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold, SCTM#1000-63-2-30.1; and WHEREAS, on July 24, 2003, a formal application for approval of this site plan was submitted; and WHEREAS, on September 11,2003 the Southold Town Zoning Board of Appeals granted a variance with conditions as described under Appeal Number 5355; and WHEREAS, on October 9, 2003, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.6, performed a review Sea Tow Corporate Headquarters - PaRe Two -4/13/04 of this unlisted action, and as lead agency, made a determination of non-significance and granted a Negative Declaration on December 9, 2003; and WHEREAS, on November 13, 2003, the Southold Town Fire District found adequate fire protection for this site plan and provided a letter indicating validity for one year and the Planning Board has accepted this recommendation; and WHEREAS, on January 20, 2004, the Suffolk County Department of Health Services approved a Permit Number C10-03-0013; and WHEREAS, on January 29, 2004, the Architectural Review Committee reviewed the architectural drawings, in accordance with its recommendations of November 6, 2003, and determined they were satisfactory; and WHEREAS, on March 4, 2004 the Southold Town Zoning Board of Appeals reversed the January 26, 2004 determination of the Building Inspector as described under Appeal Number 5492; and WHEREAS, on March 9, 2004, the Town Board voted on Resolution Number 220,/,' known as Local Law Number 7 of 2004, a Local Law in relation to No Parking Hummel Avenue, Southold, New York and said law will prohibit parking on the south side of Hummel Avenue, thereby eliminating the need for curbing to be installed along the north property line of this site; and WHEREAS, on April 2, 2004, the Southold Town Building Inspector reviewed and certified the site plan; and WHEREAS, on April 8, 2004, the Southold Town Engineer reviewed anJ approved the proposed drainage and the Planning Board has accepted his recommendation for approval; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by East End Design Association and certified by Joseph Fischetti, Professional Engineer, dated August 7, 2003 and last revised March 6, 2004, and authorize the Chairperson to endorse the final site plans with the following condition and subject to a one year review from the date of issuance of the building permit: Sea Tow Corporate Headquarters - PaRe Three -4/13/04 I ) All outdoor lighting shall be shielded so that the light soume is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code Requirements. 2) All signs shall meet Southold Town Zoning Codes and be subject to approval from the Southold Town Building Inspection. 3) Under Southold Town Code Section 100-254 Part 4 b, the Planning Board grants final approval for less than the required number of spaces for that use; the Planning Board shall have the dght to review the parking requirements again if a change in use is proposed. Enclosed please find two copies of the approved site plan, one for your records, and one to be submitted to the Building Department when you apply for your Building Permit. Please contact this office if you have any questions~ regarding the ~bove, / / / Very truly yours .... · ouse Chairperson encl. CC: Tax Assessors Building Department Town Engineer/Town Highway Supt. SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMIT' November 6, 2003 The ARC met at Town Hall at 4:30 p.m.. Members present were Garrett A. Strang, Co-Chairman. Robert I. Brown, Co-Chairman Herbert Adler, Jr.,Landmarks Preservation Committee Howard Meinke, Cutchogue Robert Keith, Mattituck, Secretary 10V 1 0 2003 Southold Town Planning Boar~ Aisc present were Bruno Semon of the Planning Board staff, Merlon E. Wiggin for Brewer Boat Yard, Joseph J. Frohnhoefer II, Joseph J. Frohnhoefer III, Brett Kehl and Gall Wickham for Seatow Services; and Thomas McCarthy for Mattituck Self Storage. Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to APPROVE the MINUTES of the meeting of September 23, 2003. Vote of the Committee: Ayes all. BREWER YACHT YARD (Manhasset Avenue - Greenport) Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to APPROVE the APPLICATION with the CONDITIONS that color samples be submitted, the roof penetrations be located on the southeast corner of the building, the screened air condition ng unit be located on the east side and that the cricket be larger and more visible. Vote:of the Committee: Ayes all. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. SEA TOW SERVICES (Boisseau Avenue - Southold) Moved by Howard Meinke and seconded by Herbert Adler, it was RESOLVED to APPROVE the APPLICATION with the CONDITIONS that the signage be ground lit and of colonial appearance and that the exterior lighting be recessed soffit lighting. Vote of the Committee: Ayes AFl. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. APR-05-~4 '~4:49 FRCI~I:HIC~HAH & BRESS~ER ~SZ ~98 8565 TO:~Z 765 3136 P.002~00~ ERIC .I. ABle&IL A. WICKHAM JANI-;T OF, ASA LAW WICKHAM, BRE$$L£R, GORDON & OEASA, P,C. ~]0:~ ~ ~O~, P.O. BOX la2l N~W YORK I TELEFAX NO. 63 I wwblaw,.c~oLc~n WH,I,TAM WIr~KIIAM (06-02) BROAD HOI,LOW ROAD SUITE I 1 I M~LVILI. E. N~W YORK 11747 631-249-9480 T~LEFAX NO. 6] 1-24g-9484 April 5, 2004 Southold Tow~ Planning Board Post Office Box ! 179 53095 M~. Road $outho!d, New Yark ~ 1971 Re: :Sea Tow Corporote HQ 1000-65-2-30.1 Ladies/Oentlemen: Please accept this letter as an addend!ira tn the Site Plan Map ,nit. ih respect to the perimeter fence, ]mldscapieg and cntr~es. All fencing and gates will conform to Code height reqtdr~nents. ~ 1. 23¢ existing fence along Boisseau Avenue will be replaced with green chain link fence, with a gate et the entrance. 2. TI~: existing green chain link :{'cate dong Hummel Avenue, running fi'om the east comer to thc east side of the concrete block building to be removed, w'til be maintai~d because it hm~ grown into the tr~es which ate to ~emaira The batbcd wire top wtll be removed if r<uested by tho Planning Board. T~he ]andsfaping will include fl~e l~rger of ~c o~ieting dcuiduous trees and add/t/one} strut side ev~'green plantings to provide an often:five sereenLng ofth~ property. Thi~ v~ll consist either of double thc number of arborvitae show~ on that portion of the site plan, Or e~ er similar mixed evergreen plant material to provide comparable sereclaing effect. 3. The f~.~e along Fturame] Avenue running from the point where the concrete block building is removed westerly to the e~tat comer of the "Bohn" parco] (Building E) will be attrac'dv¢ new brick fencing to better shield thc loading dock/storage nod wal'ehouse area fi'om thc road. It will bc enhangcd with strect-sidc evergreen plmatings of arborvitae as shown on that portion of'the sit~ plan or other (lower light tolerant) ~,crecning cvergreer: plant materJa~ to provide compacable screening effect. A prototype of that fencing material is at~aahed. A gate will be provided for the driveway fnlran~ on Homm¢] Arc,cue. APR-O~-~4 'I4:~9 FROM:WIC<HAM & BRESSLER 631 ~98 85~5 T0:631 765 3136 P.O~x~3 4, The fence in front of ~hc "Bohr" portion of thc property will be a compatible screening/'once similar to thc white fence ~co the West but slightly less solid in composition to so/ten the effect, with the same type o£plant/n,gs as in Paragraph 3, $, Th~ two entrances o~H~iss~au m~d Hummel, ~p the Se~tOw buildings, wi!! be straddled by brick pillars and gated. Please co~ider the site plan amended in accordance with the above. Ve~ 'xuly yours~. PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 619, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 · FAX63~14-3516 , e-mail: joseph@fischetti.com Date: Reference: June 1, 2004 Sea Tow Office Building Southold Building Department Main Road Southold, NY 11971 Dear Sir, The use and occupancy rating for the new office building being constructed is S-2. If you have any questions regarding this matter,~otlesitate to call. Jo~ Fischetti, P.E. To: 'Mik~ Verity Pa~e 2 cf'-; 2005-03-29 16:50:34 (GMT) 631.614.351~' From: J~,seph Fischeffi 17Z5 HOBAI~T ROAD / PO Box §1 ~, SOUTHOLD. NE~ YORK 11971 Date: Reference: March 29, 2005 Sea Tow Corp. ,' Southold Cortr~ey Nathan N.Y. Slate Building [nsl'¢ctors Office 560 Bro,~dholloxx. Road snite 110 Melville, NY 1 !747 Dear Mr. Nat,~ar~. As a result of yma' corn ersation with tn5' associate Brelt Kehl regardi ]g the alxwe referenced project I am writiag regarding the question we had on 'Section 1005, E~ts" of the New York State Building Code 'i'his letter is to reqtte.~t confimmfion my interpretation of this ruction of the code (1005.2.1) indicating that the minimmn m~mber of exits required for ever5.' floor as per table 1005.2.1 may be reduced based on the occupant load as modified in section 1004 2 1 or section 1005 2.2. The second floor of the Sea'I'm~ building ~ilI reqaire one exit as long as Section 1004.2.1 or section 105.5.2 is met. Tiffs Bnilding Code is new to n!l o1 us m~d this request for 5'our opimon is to help ns obtain a design wlxlch will best meet the Cote' s intent. I would appreciate a written response confimfing your concurrence ~xitb my i~te~pretation. If you have an?/' qt,est~ons regarding tltis matter, please do not hesitate to call. Very truly yom-s Joseph Fischetti, P.E. Cc: Mike Ve~itx Southold Btulding Dept Tilt-Wash Double-Hung Window Vinyl-Clad Wood Frame Dual-Pane Low-E Impact Resistant Gla[ing with Argon E_N__ERG¥ PERFORMANCE RATINGS U-Factor (U.S./I-P) Solar Heat Gain Co 0.40 0.32 ADDITIONAL PERFORMAN~';~E RATINGS Transmittance 0,49 - - Manufacturer stipu/ates hat these ratings confo m o applicable NFRC p ocedures f Impact Resistant Rating New York State Department of Environmental Conservation "8 GENERAL PERMIT (GP-95-01) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) PERMIT APPLICATION & AUTHORIZATION FORM i J EFFECTIVE DATE: MAY 1, 1995 ~: A discharge to groundwater of 1000 to 10,000 gallons per day of sanitary waste, without the admixture of industrial wastes, from on-sits treatment works sawing private, commemial, and institutional facilities, in accordance with the r~irements and conditions of this permit. Modifications for discharge volume and treatment works may be undertaken that are within the limits of the authorized activity. Existing permitted discharges meeting these criteria may be authorized with this general permit. ~: Activities excluded from this general permit are facilities in special (100-year) flood hazard areas; freshwater and tidal wetlands and their adjacent areas es defined in ECL Articles 24 and 25; coastal erosion hazard areas as defined in ECL Article 34; and will, scenic, and recreational river corridors as defined in ECL Title 27, Article 15. Also excluded is any facility that incorporates treatment units or processes not referenced in I:)esi~n Standards for Wamewatar Treatment Works - Intermediate Size Seweraoe Facilities (1988 - published by NYSDEC). To make al~licotion, please ixovide the information below and submit to the appropriate DEC regional office for the county in which your facility is located. ~ ::] 0 ~l For new discharges, a location map and · site plan must accompany this application. Permittee must comply with Permit Conditions on back of form arofesaional anaineer's certification or aeoroval of a local health eoencv. See Permit Condition 9. VALIDATION SECTION {Department of Environmental Conservation Use Only) ///o/ok/ i_Y7 7 Si ministrator Date Please use the DEC NUMBER when corresponding with this Depa~ment about this authorization. March 13, 2008 Town of Southold Building Department PO Box 1179 Southold, NY 11971 Re~ Towbee LLC\Sea Tow Services International Permit #31204 To Whom It May Concern: Enclosed please find our Application for Certificate of Occupancy on the above reference permit. As support for this application, please find the attached: · Certificate from engineer, Joseph Fischetti, concerning code compliance and construction to plan on the building · Certificate from engineer, Joseph Fischetti, concerning code compliance and construction to plan on the building's footings, foundation walls and waterproofing · Certificate from engineer, Joseph Fischetti, concerning code compliance and construction to plan on the building's fire breaks and all fire stopping · Certificate from engineer, Light Gauge Steel, concerning code compliance and construction to plan of the building's structure. · Stamped structural plans for the fire escape. · Planning Board approval We have previously submitted the following: · Stanaped and approved as-built plans from the Suffolk County Department of Health Services · Final electrical underwriters certificates · Sworn statement from plumber certifying lead content of solder · Stamped as constructed plans for all smoke and heat detectors, alarms and strobes, pull stations, exit lighting and fire extinguisher placements. If you should have any questions on the above, please feel free to contact me at 765-3660 X3116. /1/n Foley ~ Sea Tow Services International Inc. 700 Hummel Ave., P.O. Box 1178 Southold, NY 11971 P: (631) 765-3660 F: (631) 765-5802 www.seatow, com Town Hall, 53095 Main Road P.O. Box 1179 Southold~ New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 24th, 2008 1st NOT~¢E Sea Tow Services, ThC. P.O. Box 1178 Southold, N.Y. 11971 RE: 700 Hummel Ave. (New Bldg.) $CTM # 63.-2-30.1 bear Mr. Frohnhoefer, Please be advised that your Building Permit # 31204 issued June 16th, 2005 hcm expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $5600.00; at that time we can schedule an inspection by one of our Building Tnspector's. If you have any questions, please call us at 631-765-1802. Respectfully, $OUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD 2ND AIOT'ZC~ October 27th, 2008 Sea Tow 5ervice's Inc. P.O. Box 1178 Southold, NY 11971 RE: 700 Hummel Ave. (New Building) 5CTAA # 63.-2-30.1 Dear Mr. Frohnhoefer, Please be advised that your Building Permit # 31204 issued June 16th, 2005 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit please submit a fee of $5600.00; at that time we can schedule an inspection by one of our Building ]Inspector's. If you have any questions please call us at 631-765-1802 Respectfully, 5outhold Town Building Dept. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971 0959 Telephone(631)765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOl_FI'HOLD November -/th, 2008 Sea Tow Services P.O. Box 1178 Southold, N.Y. ~[197! Thank you for your payment. Enclosed please find your receipt and a copy of building permit # 34282. This replaces expired building Permit #31204. Please call our office to arrange for an inspection as soon as you are ready. Respectfully, Southold Town Building bept. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN II. SIDOR GEORGE D~ SOLOMON JOSEPH L. TOWNSEND January 9, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 \ Southold, NY 11971 ~ OFFICE LOCATION: ~Town Hall Annex ~54375 State Route 25 ~c~rflVIain Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. Joseph Frohnhoefer Sea Tow Services International, Inc. 1560 Youngs Avenue Southold, NY 11971 Re: Site Plan inspection and satisfaction letter for Sea Tow Corporation 700 Hummel Avenue, Southold SCTM #: 1000-63-2-30.1 Zoning District: LI District Dear Mr. Frohnhoefer, At your written request for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on January 5, 2007. In reference to the above, the Planning Board held a work session on January 8, 2007 to discuss the approved site plan dated April 13, 2004, Planning Staff site inspection comments and request for satisfaction. This is to inform you that the site plan requirements have been satisfied conditionally and include the following items: · The Planning Board acknowledges the changes as noted on the as-built site plan dated August 7, 2003 and last revised site plan December 16, 2006 and approves the site plan as submitted. · The owner agrees to complete the wall and remove the chain link fence on the northwest side of the property within one year of the date of this letter. This letter does not condone any changes from the site plan and approvals from other agencies if required. Respectfully yours, ~/~ Jerilyn B. Woodhouse Chairperson Cc: File, Building Department, Town Engineer June 25,2008 Chief Mike Verity Sr. Building Inspector Town of Southold Building Department PO Box 1179 Southold, NY 11971 Re: Sea Tow Services International Corporate Headquarters Permit # 31204 Dear Mike: We hereby respectfully request that the building permit renewal fees for Building Permit #31204 be waived. When we originally submitted our plans for construction of our building, they did not include a fire escape as it was not necessary under the NYSFC. We subsequently had numerous discussions about the diagonal distance measurement and egress for the 2nd and 3rd floors. Based on these discussions and the fact that we all agreed the law was poorly written and could be taken in different ways, we agreed to design and build a fire escape. It was also going to cost approximately $10,000.00 to address the issue. Since this fire escape represented a significant cost and change order to the project, the engineer's plans and construction of the fire escape were done as is so we could complete it prior to our original building permit expiring. The permit expired during the time we waited for the Engineer to complete the final drawings. The structure exceeds all requirements, codes and anything built previously in Southold Town not to mention that it was built of marine 6061 structural Aluminum and will never rust. If you require any additional information for this request, please feel free to contact me at 765-5800. Southold Contractor Supply General Contractor Lic. # 13064H and Lic #962ME 'ADUC Direct Drive Upblast Roof & Wall Exhausters / ADUC centrifugal upbls~l exhaust models feature spun .minum housings fo~ ma,~tenance free performance. .orn's rugged construction consists of galvanized steel · ,otor support plate, main brace assembly and ventun inlet ease complete Wi, th ic~tegral flange to fit over roof curbs. Standard Features- · Non.ovorload;n!~, ba':kwardly ir~¢lined cenlHfu§al wheels Designed spe¢ificetly tot Power Roo~ E×hsusters to provide maximum eftic~e~c~e~ at Iowes~ possible sor~e ratings. · Meier ~s p!" k~t?r,c~te0, direclty connecled to fan wheel and ,~ ',' , .. ' ~he air slream. · Posit;ye ,4,; ,~ ,;,_,ult.,~',. ;m.nl cooling with clean outside ai~ !or tanger motor ~ -'eleclion of air volume as needed is obtainable with the vansble speed controller from Acorn Fan speed is ~djus~ble by turning the d~al to permit air movemenl down to 50% and on-off control. Controllers are designed br uso wflh 115V AC permanent splfl capacitor meier aod/or shaded pole motors, Variable speed controllers for single phase 230V operat~oo are available lot I HP dual votlage 11~230V Oim.~iio.al Pcc~form~ D~ta Legend Aosembiy AcO~ nADUG models ale liE, led with Upderw,lr:r~ ' ~'~f'?t~lltl 111 ~).'~.1~)' ')'~!~' ~.' ...... , ............... ,,. 182' - Lafa~¢,;..; = /": :" 51reel; .................. N~ New York 1~3 ~ ...... = .......Tel: (212) 431-5t~8 · FAX: 2~2 4~i-~51~ ,.17~_. 8S~.. TS 931 XU~ 3N PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR .~ GEORGE D. SOLOIVfOI~ JOSEPH L. TOWNSEND~ APR I Aphl 5, 2006 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ~,~ . ,. MAILING 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 Mr. Joe Frohnhoefer Sea Tow POBox 1178 Southold, NY 11971 Re: Certificate of Occupancy Inspection for the Site Plan Known as Sea Tow Corporate Headquarters 700 Hummel Avenue, Southold SCTM# 1000-63 -7-30.1 Dear Mr. Frohnhoefer: At your written request, date received on March 27, 2006, for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on April 3, 2006. The Planning Board held a work session on April 3, 2006 and discussed the as built conditions of the site described above. The Planning Board is unable to recommend a Certificate of Occupancy or issue a site plan satisfaction letter at this time. The site work does not match the approved site plan dated April 13, 2004. We request that you submit to the Planning Department an as-built site plan detailing the changes. Please include the following items: parking lot, parking spaces, driveway entrance, drainage calculations, ADA locations for handicap requirements, landscape, walkways and any other site changes. Additionally, please submit a letter detailing the time line to complete the site build out work. If you have any questions, please contact the Planning Board Office at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, OJerilyn B. Woodhouse Chairperson cc:file, Building Department, Town Engineer Structur.al Design. for An Aluminum StaIr for Sea Tow Services International,-- Inc. Southold, NY LIGHT G E STEEL ENGINEERING GROUP, INC,~ LIGHT GAUGE STEEL FRAMING SYSTEMS DESIGN, ENGINEERING 301 N. Tubb St., Suite C, E or F Oakland, Florida 34760, USA Tel: (407) 654-3030, Fax: (407) 654-4388 P.repored for: Sea Tow Services International, Inc. i 560 Youngs Ave. Southold, NY ] 1971 Tel: (631) 765-3660, Fax: (631) 765-5802 I-ask 03 LGSEG Project No. 04275001 Submittal Date: 03/11/08 Structural Engineer: S H. Walker, NY P.E. # 079591 Section I Administrative Light Gauge Steel Structural Design, Aluminum Stair Sheet 1.01 Engineering Group, Inc. SeaTow Int'l HQ, Southold, NY LGSEG Project No. 04275001 Sh~ .~t ' r luml er(s) Date 03/11/08 03/11/08 ! 03/08/08 03~08~08 03/08/08 03/11/08 03/08/08 03/08/08 -- 03/08/08 - 03/08/08 03~08~08 03/08/08 --- 03/08~08 ....03/08/081 03108108 03/11/08 ' 03/11/08 03/11/08 03/11/08 Sheet Sheet Sheet Name Number(s) Number(s) Date 'itle Sheet 03/11/08 1 Administrative Engineering Index Sheet 1.01 03/11/08 Job Administrative Data 1.02 03/08/08 Abbreviations and Definitions 1.03 03/08/08 Analysis and Design Assumptions 1.04 03/08/08 2 Loads Assessment Design Load Statement 2.01 03/11/08 3 Framing Plan Framing Plan 3.01 03/08/08 4 Details/Sections Section 01 4.01 03/08/08 Section 02 4.02 03/08/08 Section 03 4.03 03/08/08 Section 04 4.04 03/08/08 Section 05 4.05 03/08/08 Section 06 4.06 03/08/08 Section 07 4.07 03/08/08 Section 08 4.08 03/08/08 Detail 09 4.09 03/11/08 5 Calculations Floor Beam Design 5.01 03/11/08 Stringer Design 5.02 __ 03/11/08 Pipe Rail Design 5.03 03/11/08 EIS_03.xls 03/11/08 Engineering ~ndex Sheet Light Gauge Steel Sheet 1.02 Engineering Group, Inc. Aluminum Stair Structural Design SeaTow International HQ, Southold, NY LGSEG Job No: 04275001 Job Number: 04275001 iTask No. 03 E)uilding Name SeaTow Headquarters Building Number N/A Building Code Reference: NY State Bldg Code, 2002 Jurisdictional Entity: Client: SeaTow International Contact Person(s): Capt. Joe Froenhoeffer Address: 1560 Youngs Ave. City, Stat~-, Zip Southold, NY 11971 Telephone: 631-765-3660 Fax: 631-765-5802 I I I I I I I AdminData_03.xls 03/08/08 Job Administrative Data Light Gauge Steel Aluminum Stair Structural Design, SeaTow Headquaders Sheet 1.04 Engr. Group, Inc. LGSEG Project No. 04275001 1. Aluminum work shall be in accordance with the Specifications for Aluminum Structures, 2000, by the Aluminum Association. 2. All members shall be 6061-T6 unless noted othen,vise. Alt bolts shall be stainless steel, grade 304. 4. Welding shall be in accordance with A.W.S. D1.2, American Welding Society Structural Welding Code-Aluminum, latest edition. Weld filler alloy shall be 5183, 5356, 5554 or 5556, typical. 5. All proprietary fastening systems to be installed in accordance with the manufacturer's installation instructions. 6. For purposes of evaluating the design of attachments to concrete, unless noted otherwise, the concrete substrate is assumed to have the following minimum ~'c values: Slabs on grade 3,000 psi Suspended steel form deck fill 3,000 psi Post-tensioned concrete slabs 5,000 psi Prestressed concrete components 5,000 psi All others 4,000 psi 7. For purposes of evaluating the design of attachments to concrete masonry, unless noted otherwise, the masonry substrate is assumed to have a minimum compressive strength of 2,000 psi. Assumptions_03.doc 03~08~08 Design Assumptions Section 2 Design Statement LIGHT GAUGE STEEL Date: 03/11/08 Project: Aluminum Stair, Structural Design SeaTow Headquarters Bldg., Southold, NY LGSEG Project Number 04275001 DESIGN LOADS STATEMENT The Light Gauge Steel Engineering Group, Inc. (her aluminum framing attached hereto. To the best of ~ the following load criteria: Design Criteria: NY State BIdg Code, 2002 Stair Dead Load: 10.0 psf Stair Live Load: 100.0 psf Stair Point Load: 300 lbs Aluminum flaming member evaluation is in gener~ Structures, Part l-A, Allowable Stress Design, 2000 E Owner and the Owner's Architectural Building De locations where fire resistant component design is re design of all fire resistant components, movable or Professionals. The waterproofing design and functio~ Owner's Architectural Building Design Professionals. Owner and the Owner's Architectural Building De ergonomic considerations of the design are met, incl~ It is the responsibility of the Contractor to report to ! contained herein and request further engineering de and install the for the structure, in~ tempo~._racing c°n.°n.n~.ttrlctor t~i.~.r4~°..~s contained herein Stever~ ~i~alker?,,P.E.' "'¢ I ~11 Sheet 2.01 The Light Gauge Steel Engineering Group, Inc. (hereinafter LGSEG) has prepared structural calculations for the aluminum framing attached hereto. To the best of my knowledge, the aluminum member design complies with Table 1607.1 Table 1607.1, note f Aluminum flaming member evaluation is in general conformance with the AA Specifications for Aluminum Structures, Part l-A, Allowable Stress Design, 2000 edition. Owner and the Owner's Architectural Building Design Professionals are responsible for assudng that all locations where fire resistant component design is required has been properly interpreted in this submittal. The design of all fire resistant components, movable or not, is the responsibility of the Owner's Building Design Professionals. The waterproofing design and functioning of all joints, movable or not, is the responsibility of the Owner and the Owner's Architectural Building Design Professionals are responsible for assuring that all ergonomic considerations of the design are met, including compliance with ICC A117.1. It is the responsibility of the Contractor to report to LGSEG, any conditions which vary from the assumptions contained herein and request further engineering design. It is the responsibility of the Contractor to determine bracing for the structure, including the aluminum framing. It is the responsibility of the pdor to fabrication or erection. Design Statement_03.doc Mailing Address: P. O Box 980 Oakland, FL 347604)980 Voice: 407~54-3030 Fax: 407654-4388 www LGSEGcom Delivery Address: 301 N. Tubb St. Oakland, FL 34760q:)980 Section 3 Framing Plan Sheet Number: Project Number: Project Prepared By: Reviewed By: Subject: r LIGHT GAUGE STEEL ENGINEERING GROUP. INC. Section 4 Details/Sections Sheet Number: ~m Number: I of P*ojec,..mbe,: 0~-7 LIGHT GAUGE STEEL IENOINEERINO OROUP. INO. tern Number: ~ I°f I ~repared By: ~eviewed By: LIGHT GAUGE STEEL ENGINEERING GROUP, IN(:. Sheet Number: Reviewed By Subject: ILIGHT GAUGE STEEL Sheet Number: I I I I I I Item Number Project Reviewed By: Subject: . , ,· ~,,., ~ ' '' ' ' '' ;LIGHT GAUGE STEEL Sheet Number: ' LIGHT GAUGE STEEL ENGINEGINQ GROUP, INC. f~m Number: Project Number: Project 5ubjec~ LIGHT GAUGE STEEL ENGINEERING GROUP, INC. Item Number: Project Number: Project Prepared By: Reviewed By: I°' LIGHT GAUGE STEEL Sheet Number: t~m Number of · ~ Subject: - ' ' ' I ENGINEERING GROUP, INC. Project Number: Prepared By: Reviewed LIGHT GAUGE STEEL ENGINEERING GROUP~, Section 5 Calculations ~ io, ~ Prepared By: Reviewed By: SubJect: ~ '- I~¢s',. ¢ _~ ,~, +~ 40q ' ~ILIGHT GAUGE STEEL Sheet Numl~r: Project Number; LIGHT GAUGE STEEL ENGINEERING GROUP, lNG. Item Number; Project Number: 0'/' 2-75-oo ~ Prepared By Reviewed By; Subject: tLIGHT GAUGE STEEL ...... /ENGINEERING GROUP, INC. I I I I I I ! I I I I I I I I I I I LIGHT GAUGE STEEL ENGINEERING GROUP, II'lC. December 6, 2007 Building Official Southold Building Dept. Town of Southold, NY 11971 c/o Capt. Joe Frohnhoeffer Sea Tow Services International, Inc. P.O. Box 1178 Southold, NY 11971 Project: Building Completion Report Sea Tow Services International, Inc. Headquarters Building Boisseau Ave., Southold, NY 11971 LGSEG Project Number 04275001 To Whom It May Concem: This letter is to serve as a final summary report of the completion of the building structure on this project. I have attached hereto the following reports and affidavits: Item Date By Field Report 4134-001 05/13/04 LGSEG/J. Frohnhoefer/S. Walker Field Report 4161-001 06/09/04 LGSEGIJ. FrohnhoefedS. Walker Field Report 4300-001 10/26/04 LGSEG/J. FrohnhoefedS Walker Field Report 5201-001 07~20~05 LGSEG/S. Walker, P.E. Field Report 5201-002 07~20~05 LGSEG/S. Walker, P. E Summary Report 10/28/05 J. Fischetti, P.E. Summary of Inspections 11/01/05 J. Fischetti, P.E. Summary Report 09/14/06 J. Fischetti, P.E. Owner-Contractor's Affidavit 07/26/07 Sea Tow/J. Frohnhoefer Based on the foregoing, to the best of my knowledge and belief, the construction of the structure of this building is in general conformance with the engineering documents prepared by our firm and recommendations contained within the attached reports by Light Gauge Steel Engineering Group, Inc. (LGSEG). Please c~tll if you have any questions. Steven H. New Yo~ A~ch: Per Ta~lH~v~ 0712~Proj~C~~ Mailing Adding: P. O. Box 980 Oakland, FL ~76~0~ Voice: 407~54-3030 Fax: 407q554~1388 www. LGSEGcom Delive nj Address: 301 N Tubb St. Oakland, FL 34760~0980 I Light Gauge Steel Engineering Group, Inc. P. O. Box 980, Oakland, FL 34760-0980 Delivery: 301 N Tubb St., Oakland, FL 34760-0980 I TEL: (407) 654-3030, FAX: (407) 654-4388, Web: www. LGSEG.com Project Number:. 04275001 Start Time: O Project Name: Seatow International HQ I Survey Zone: ! I A/E Reference Documents: LGSEG Reference Documents: FIELD REPORT Date: Weather: / Attached Personnel at Survey Zone: 05/13/04 Day NO: 4134-001 Temp Range: / Working Drawings prepared by LGSEG Capt. Joe Frohnhcefer Action Items: · .. J. Frohnhoefer, by SHW Finish Time: - Engr. Review: Rev. Date: Field Distbn: ~ [] [] [] Engr. Comments: kJ'C)~JI5 Form: FR4134-001.doc Sheet J of ~ Image 040513-001 Image 040513-003 Image 040513-002 m r Light Gauge Steel Engineering Group, Inc. LIGHT GAUGE STEE£ FRAMING SYSTE, M DESIGN, ENGINEERING P. O. BOX 980. Oakland, FL 34760-0980 Delive,'y: 301 N. Tubb St., Oakland, FL 34760-0980 TEL: (407) 654-3030, FAX: (407) 654-4388, Web: www. LGSEG.com Project Numbe[ 04275001 Start Time: O Preject Name: Seatow international HQ Survey Zone: / FIELD REPORT A/E Reference Documents: Weather: 06/09/04 Day No: 4161-001 Temp Range: / / Working Drawings prepared by LGSEG LGSEG Reference Documents: Attached Personnel at Survey Zone: Capt. Joe Frohnhoefer Priority Action items: -- engineer (~ his Field Representative: - Engr. Review: J. Frohnhoefer, by SHW Finish Time: Distbn: D Engr. Comments: [] [] [] [] Form: FR4161-001.doc Sheet [ of ~ m m .,m, m m m m m m m m m mm m m m m m m Image 040609-003 Image 040609-006 Image 040609-004 ~ 040609~007 image 040609-008 Image 040609-009 m r Light Gauge Steel Engineering Group, Inc. UGH]' GAUGE .STEEL FRAMING sYSrE,M DESIGN. ENGINEERING P. O. BOX gso, Oaklend, FL 34760-0980 Deliver: 301 N. Tubb St., Oakland, FL 34760-0980 TEL: (407) 654-3030, FAX: (407) 654-4388, Web: www. LGSEG.com OProject Number: 04275001 Stad Time: Project Name: Seatow International HQ Survey Zone: / FIELD REPORT Weather: Date: 10/26/04 Day No: 4300q)01 Tamp Range: / / A/E Reference Documents: Working Drawings prepared by LGSEG LGSEG Reference Documents: Attached Personnel at Survey Zone: Capt. Joe Frohnhoefer Action Items: P~odty Representative: Frohnhoefer, by Finish Time: - Engr. Review: FieEI Distbn: D Engr. Comments: Form: FR4300-001.doc Sheet [ of ~ 0 0 {2> Image 041026-002 Image Image 041026-003 mr Gauge Steel Engineering Greup, Inc. Delivery: 301 N. Tubb St., Oakland, FL 34760-0980 I TEL: (407) 654-3030, FAX: (407) 654~.388, Web: www. LGSEG.com Project Number: 0427500~ Start Time: 13:3~0 __ Date: 07/20/0~5 __ Day No: 5201-00~1 Project Name: Seatow International HQ Weather. Clear Temp Range: 90's I Survey Zone: - / - - - / . _ . / _ I A/E Reference Documents: - Drawings LGSEG Working prepared by Images 00988, LGSEG Reference Documents: 01006, 01013 Personnel at Survey Zone: SHW, Capt. Joe Frohnhoefer. Brett Keh[ I ! ! I Action items: Form: FR201-001.doc Sheet I of '~ I Light Gauge Steel Engineering Group. Inc. ~, m~ · ~ ~=. mm ~.. ~ ~-- o Project Number: 04275001 Sta~ Time: 13:30 ~ Date: 07/20/0~ ~ Day No: 5201~01 ~ Project Name: Seatow International HQ Weather: Clear Temp Range' 90's LGSE~ Referen~ Documents: c~1~6~,.~1~,~.. Personnel at Su~ey Zone: ,,.,~2~,,~?,~ohj,~.~:~j,j~,,.~. Dis.n: E] ~..~'~. En§r. Comments: ,1~. Form: FR201-O01.doc Sheet ~ of --~ Image 00988 Image 01013 Image 01006 mr"- Light Gauge Steel Engineering Group, Inc. LIGHT GAUGE ~IEEL FRAMING SYSTEM DESIGN, ENGINEERING P. O. Box 980, Oakland, FL 34760q)980 Delivery: 301 N. Tubb St., Oakland, FL 34760-0980 TEL: (407) 654-3030, FAX: (407} 654-4388, Web: www. LGSEG.com Project Number: 04275001 Start Time: 13:30 Name: Seatow International HQ Survey Zone: / FIELD REPORT Weather: Date: 07/20/05 Day No: 5201-002 Clear Temp Range: 90's I / A/E Reference Documents: Working Drawings prepared by LGSEG LGSEG Reference Documents: AEachedlmages Personnel at Survey Zone: SHW, Capt. Joe Frehnhcefer, Brett Kehl Action Items: Priority Code: A- Same Day B - Two Days. C - One Week. D-Other Distbn: ~ Engr. Comments: D [] Form: FR5201-002.doc Sheet I of l('~ Image 00983 Image 00984 Image 00985 Image 00986 Image 00987 Image 00991 ImageO0989 Image 00993 mr- 0 Image 00994 Image 00996 Image 00995 Image 00997 Image 00998 Image 01000 Image 00999 Image 01001 m F- © 0 0 0 Image 01002 Image 01004 Image 01003 Image 01005 Image 01007 01009 Image O1O08 Image 01010 Image 01011 Image 01014 Image 01012 Image 01015 mr- Image 01016 Image 01018 Image 01017 Image 01019 Image 01020 Image 01022 Image 01021 Image 01023 © ©m Image 01024 Image 01026 Image 01025 Image01027 Image 01028 Image01030 Image 01029 Image 01031 mr Image 01032 Image01034 Image 01033 Image 01035 mr- Image 01036 Image 01037 PROFESSIONAL ENGINEER 172§ HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 · FAX635614-3516 · e-mail: joseph@l~schelticom Date: October 28, 2005 Reference: Sea Tow Iht Soutbold Building Department Main Road Souti~old, NY 11971 Dear Sir, R e Main Operations Building #1 certi~ th d tbundation walls and the waterf have insl: :required in addition to tile basic Reward S trock. To best of my knowledge a accordan, ; and w/th plans submitted tbr Bui oseph Fischetti, P.E. Sea Tow International Regarding the construction if the Main Operations Building #1 fbr the above referenced project, 1 certi~ that I have inspected fbotings and lbundation walls and the waterproofing prior to backfilling. I have inspected those areas of insulation required in addition to tbe basic insulation provided by the Reward System insulation prior to sheetrock. To best of my knowledge ali were completed ill accordance with New York State Codes and w/th plans submitted i'br Building Permits. I I I I I I I I I PROFESSIONAL ENGINEER 17Z5 HOllART ROAD ! PO Box 618, SO}JTHOLD, NEW YORK 1 lS71 TEL631-785-~54- FAX83~-614-351~i · *-mole }asoph~f~sc~rd.corn Datc: Reference: November I, 2005 Sea Tow Building #1 Summary of Inspections 1114/04 6/23/04 9/14/04 10171O4 Inspected reinforci ng installed in foolimg~ - All in accordance with plans Inspected placement pf concrete in foundation walls - All steel in accordance with plans - concrete placed in 3 foot layers - I notified contractor that the vibration of the walls was critical and to use his best men not the laborers. Inspected 1't floor reinforcement prior to placement of concrete- all steel in accordance with plans. The builder did not know where to make cold joints during placement. I suggested that he call engineer in Florida prior to thc placement of next floor for direction. He kept cold joints away from middle of any beams. Some of the re-bar chairs were being pushed into the insulation- Contractor was notified. Inspected 1"t floor wall reinforcing prior to placement of concrete. All steel installed in accordance with plans - Inspected steel in 2nd floor - All steel OK. Chairs were better this time- the contractor 10/27/04 . had spoken to the FL en~nccr for cold joints. Not notified when the 2na floor walls were placed - No inspection was made 3rd floor concrete was placed w/thout notification - The floor was placed when thc outside temperature was below fi'oozing and stayed that way for a number of days. I spoke to Capt. Joe to noti~ the FL engineer that this has occurred and that cores of the slab may be required to assur~ the proper strength of the floor. 3ra floor walls placed with out notification - I inspected walls prior to the placomcm but did not inspect completed reinforcing. E00/~00 'd ~OgS SOL [S9(XV4) ONI qlNI SgOIA~J3S ~qOl ~3S L~:~[ (flHl)qOOg-gO-AON I I I 1 I I I I I 1725 HOBART ROAD t PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631.7652954, FAX631.6143516 · e-rnail: joseph@flschel~.com Southold Building Dept Main Road PO Box 1179 Southold, NY 11971 Date: Reference: September 14, 2006 Sea Tow Qperations Building #1 Dear Sir, To the best of my knowledge I cedify that the Sea Tow main Operations Building has been completed in accordance with the submitted plans for the Building Permit #31204 and in accordance with New York State Building Codes. This certification excludes the Reward System Structure which was designed by other professionals. I I I I I I I I I I I I I I I I I I I I I I I I I I July 26, 2007 Steven H. Walker, P.E. Light Gauge Steel Engineering Group, Inc P.O. Box 980 Oakland, FL 34760-0980 RE: Headquarters Building for Seatow Services International, Inc. 700 Hummel Avenue, Southold, NY 11971 To Whom It May Concern: This letter is to confirm that I am the owner of the building that serves as the headquarters for Sea Tow Services International, Inc., located at the above described property. I also served as the general contractor for the construction of the facility. To construct the facility, we used drawings prepared by Light Gauge Steel Engineering Group, Inc., for project number 04275001, dated 09/14/04. The drawings are numbered S0.00, Sl.00, Sl.01, Sl.02, Sl.03, S1.04, Sl.05, S2.01, S2.02, S2.03, S2.04 & S3.01. This letter is to confirm that all materials and workmanship used in the construction of the project met or exceeded all requirements of the drawings prepared by Light Gauge Steel Engineering Group, Inc. Sinlerel.¥, ~ // Sea Tow Services International Inc. 700 Hummel Ave., P.O. Box 1178 Southold, NY 11971 P: (631) 765-3660 F: (631) 765-5802 www.seatow, com