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Home My WebLink About31681-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32164 Date: 01/25/07 THIS CERTIFIES that the building COMMERCIAL BUILDING Location of Property: 700 HUMMEL (HOUSE NO.) County Tax Map No. 473889 Section 63 AVE (STREET) Block 2 SOUTHOLD (HAMLET) Lot 30.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 21, 2005 pursuant to which Building Permit No. 31681-Z dated DECEMBER 20, 2005 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 NEW COMMERCIAL BUILDING (#3) AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5355 DATED 9/11/03 & #5492 DATED 3/4/04. The certificate is issued to SUFFOLK COUNTY IDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-03-0013 04/03/06 ELECTRICAL CERTIFICATE NO. 102198C 08/29/06 PLUMBERS CERTIFICATION DATED N/A ed Signature Rev. 1/81 lUfof )& 5 '3 eGO 311 ~ ". 'I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 5 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 I % 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: I. Accurate survey of property showing all property lines, streets, building and unusual natural 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. C. Fees I. 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 BIIO lot, Date. Location of Property: X Old or Pre-existing Building: IOU HqrY\ tY\E:L (check one) ~ AVe S()~llHOW New Construction: House No. Street Hamlet Owner or Owners of Property: 10 IV 1'1, eeL l c.- Suffolk County Tax Map No 1000, Section 0 6 ~ Block 0002 Lot O~O ou L Subdivision Filed Map. Lot: Permit No. ') 16 2, I '2 Date ofPermit.ll/:w Joe; Applicant: luvV f?2< L C( Health Dept. Approval: Planning Board Approval: Request for: Underwriters Approval: Fee Submitted: $ Temporary Certificate 5000 Final Certificate: ;( (check one) 6.-u:..1 n ~\ CO~3d.IGtf 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. 31681 Z Date DECEMBER 20, 2005 Permission is hereby granted to: LLC TOWBEE PO BOX 1178 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A COMMERCIAL BUILDING (BUILDING #3) AS APPLIED FOR PER ZBA & PLANNING 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 SEPTEMBER 21, 2005 and approved by the Building Inspector to expire on JUNE 20, 2007. Fee $ 740.00 / ~-~.-- j/ Slgnature ORIGINAL Rev. 5/8/02 cr. , j ~ ~ \J\ S ~ II t:-~-_..~.....~ \ j,\J \"J \ c::,I30 '\ \ 0/:/ A ..) N fS 'N 0.4 LP. = LEECHING POOL ST. = SEPTIC TANK CB. = CATCH BASIN WT. = RAIN WATER COLLECTION TANK ~ ~ ~.,- o 0X:L'-~ :>- ~. ::}/\ ,-r cue;/' c~~ 0),~ ('~ ~ ~ t-f' () . . APR 0.3 2DD6 . -.~- 1 . I , ;1 ~ E CIO 0 "".....'" ....)~Lf_.,..L_ ), E , j c LJ' ,,0 ,--- :;,. ---' ,~ " ,,--- ,--- ---' " ,,--- --- .., ~ , b I 11,4 ~v~. /-?4,\' - KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 January 9,2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 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 A venue, 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: · Th" 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, ~-J~~~~ U0erilyn B. Woodhouse Chairperson Cc: File, Building Department, Town Engineer - Lydia A. Tortora, Chairwoman Gerard P. Goehringer George Horning Ruth D. Oliva Vincent Orlando Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (631) 765-1809 http://southoldtown.northfork. net APPEALS BOARD MEMBERS C;P""'~ . . . .' ll.JlA} BOARD OF APPEALS TOWN OF SOUTHOLD I l FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 11, 2003 Appl. No. 5355 ., TOWmEE. LLC Property Location:-7 0 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 (L1). BASIS OF APPLICATION: Building Department's February 19, 2002 Notice of Disapproval, amended March 10,2003, April 10, 2003, June 18, 2003, and June 19, 2003, citing Sections 100-142, 100-143A and 100-143C, in its denial of a building permit to construct new buildings with interconnected hallways/additions. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on June 19, 2003 and August 7, 2003, 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: AREA VARIANCE RELIEF/ORIGINAL REQUEST: The applicant's original application requested relief to construct new buildings in this L1lndustrial Zone District requesting the following area variance relief: (a) building area (ref. #3) with rear setbacks between five feet and eight feet, maximum, from the southerly property line and at least 94'9" from the front northerly lot line along Hummel Avenue; (b) building area (ref. #1) with a +-60 feet setback from the front lot line along Hummel Avenue, and 220 fl. of linear frontage on Youngs Avenue, and (c) building area (ref. #1 and #3) with side yard setback at 5 feel. AMENDED ADDITIONAL RELIEF: During the June 19, 2003 public hearing, it was' determined that the applicant had not filed an amended Appeal, based upon the June 19, 2003 amended Notice of Disapproval issued by the Building Department relative to the Building Department's review of construction diagrams. On June 23, 2003, the appeal application was amended to reflect the additional reason for disapproval by the Builc;ling Department, for additional relief with regard to the third floor level with a proposed 2,000 sq. fl. of floor area for storage of files and certain office-related material, accessible by elevator. The third-floor attic storage plan was prepared by East End Drafting & Design ~ Page 2 - September 11, 2003 ZBA App!. No. 5355 - TowBee Inc. 1000-63-2-30.1 at South old \. and is dated 5-12-2003. Also, please refer to details shown on the 8-6-2003 site and drainage plan prepared by East End Drafting & Design regarding proposed additions and removal of existing buildings. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A. Setbacks for Buildina (Ref. #1. #2. and #3 and proposed additions to interconnect buildinas #1 and #3 in the future: The existing setbacks facing Hummel Avenue are substantially nonconforming: (1) the existing warehouse building "E" is +-32 feet to the northerly front property line and +.17 feet to the existing fence, and (2) the existing building, proposed to be removed, is closest to Hummel Avenue at +-20 feet. New building #1 is proposed at 60'3" from the northerly property line and at least 5' from the southerly property line. Building Ref. #2 is a new 2,546 sq. ft. building, to replace the existing 70' x 24' wide warehouse building. The existing building is shown with variable setbacks from the southerly property line between 12'3" and 9'10"; the new building will maintain or exceed the setbacks of the existing building from the southerly property line. Building #3 is proposed at a minimum of 94'9" from the northerly property line, and with variable rear setbacks between 5' and 8', at its closest points. The existing foundations are not salvageable. Only a small change of footprint of the existing southerly building would occur. B. Buildina Frontaaes: Building (Ref. #1) is proposed with 80 linear feet of building width/frontage facing Boisseau Avenue. Presently, the entire easterly section of the property facing Boisseau Avenue is used for outside storage of landscape materials. The applicant is proposing to eliminate outside storage, and the closest new building to Boisseau Avenue will be at least 89 feet from the easterly front property line. The additional building frontages proposed in the future, by small additions, interconnecting Buildings #1 and #3 are also included in this variance, as shown on the site and drainage plan prepared by East End Drafting & Design dated 8-6-2003. C. . Third Floor of BuildinQ #1' The third floor is proposed as an attic with elevator, for storage of necessary files and related items. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is improved with existing buildings in nonconforming locations. At least one of the buildings, which is 100% in a nonconforming location, will be removed and not be rebuilt. Outside yard areas will not be used for open storage, and open parking and landscaped buffer areas will be added to meet the requirements of the Planning Board under the site plan regulations. 3. The relief granted herein is substantial in relation to the code requirements for building frontage, and front, rear and/or side yard setbacks. Where the rear yard setback Is . Page 3 - September 11, 2003 ZBA Appl. No. 5355 - Tow Bee Inc. 1000-63-2-30.1 at Southold reduced, a front setback increased. Where the building frontage is greater than 60 feet, existing nonconformities are either removed or reduced. The sizes of the storage buildings are largely necessary to accommodate their boats indoors, where they can also be properly outfitted and supplied for their purposes of rescue and salvage operations. These responses require immediate and easy access despite the time of day or night or weather conditions. 4. The difficulty was self-created when the new building construction was planned with a design that will not conform to the current Town Code requirements. 5. There is no evidence that the grant of the relief will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district, after weighing the factors which benefit to the applicant as compared to a detriment to the community. The property is improved with buildings in poor condition, and foundations of which are not salvageable. There is outside storage of landscape material in several piles on the southeast section of the property. There are storage of trailers and vehicles, registered and unregistered, which give an unsightly appearance. The applicant has assured that the new office building will be state of the art with architectural marvel, even though it is three stories with occupancy of the first two stories. Buildings #2 and #3 are to be interconnected as one building for easy inside access from Building #1. These buildings are to be located contiguous to the L1RR, on the south side of the property. A new office complex with attached storage buildings and large parking lot to accommodate staff and customers will be a better utilization of this Light Industrial zoned parcel. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new building areas, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Orlando, and duly carried, to GRANT the variances as requested, shown on the plans prepared by East End Drafting & Design dated 5-12-2003, site plan dated 6-12-2003 prepared by Warren A. Sambach, Jr., and site-drainage map prepared by East End Drafting & Design dated 8-6-2003, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Major retrofitting and overhauling of boats shall be done inside a building. 2. All communication systems used by staff shall be done within the buildings, without an outside loud speaker system. 3. Consent be obtained from the owner or authorized authority with regard to emergency fire access on the south side of the property within or along the L1RR right-of-way as needed. 4. That designated parking within the site be used for vehicle purposes and not for any type of storage. . Page 4 - September 11,2003 ZBA Appl. No. 5355 - TowBee Inc. 1000-63-2-30.1 at Southold 5. The three buildings may be connected in the future as shown on the 6-12-2003 site plan prepared by Warren A. Sam bach, Sr., P.E., without a supplemental application to the Board of Appeals. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was Member Horning.) This Resolution was duly do ,) '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 (L1). 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 applicant 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 bulldina or premises shall be used and no bulldina or part thereof shall be erected or altered In the LB Districts unless the same conforms to the Bulk Schedule and Parklna and loadina Schedules incorporated Into this chapter bv reference. with the same force and effect as if such reaulations 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 - low Bee LLC elM 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: 1. Anundesirable 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. These 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 or,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 Dlnizio, seconded by Chairwoman 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 Dlnizio. This Resolution w~ted (5-0). . Jr' rrn - . ~ i ~ RUTH D. OLIVA, CHAIRWOMAN 3/5/04 Approved for Filing , 3/~?( c- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] I LATION [ ] FRAMING I STRAPPING [. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ DATE '1f1f2? INSPECTOR sa; \v.u rVl~Av ~~ 3\06( TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY M FIRE SAFETY INSPECTION REMARKS: -=-n iE'....J.rJJS fZ-E::JboJ __\~S?JJ INSPECTOR ~ DATE q - to; r tit:? ~y~ PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 FAX 631-614-3516 e-mail: joseph@flSChetD.com Date: Reference: April 26, 2004 Sea Tow Metal Building Building Inspector Southold Town Main Road Southold, NY 11971 Dear Sir, This letter is to inform you that I had inspected the reinforcing steel prior to the placement of concrete in the recently completed metal building and found them to be in accordance with the designs complete this structure. If you have any questions regarding this matter please call. Joseph Fischetti, PE ~ y~ ?C,'Scd8 PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631.7652954. FAX 631.6143516 . &mail joseph@fischetti.com Date: Reference: SEP , 5 ' September 14, 2006 I '-::-, Sea Tow Building~- -~ Southold Building Dept Main Road PO Box 1179 Southold, NY 11971 Dear Sir, I have inspected the installation of the reinforced concrete foundation and the installation of the structural steel and metal siding for the Olympic Steel Building as noted on the site plan for Sea Tow as Building #3, I certify that the reinforced concrete, structural steel and metal siding has been installed in accordance with the plans submitted for Building Permit #31681. SC<1 tllw BlIikling#.1_,bo; FIELD INSPECTION REPORT DATE I . COMMENTS FOUNDATION (1ST) ijJ~ ~. ~ ~::l 'It FOUNDATION (2ND) ~ ~<= \Y R~f'J , z p -. ,..j o o '" .., ~ r~ 3, 3 (1) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE :p ~ ~ t" l"l .., FINAL ({hIlI/. / 7;~',~.... Ad P' { of ~ //a..P; {'.,'LJ- .~ ~ . / /. T l,., 7/ .A./../. ~. ~ ...b1.Ld An", iYi7 / f./ I / I // '?/ I /: 'f I ~h &.fj(S4...'5/&~;-kJ,__ I ___ /p~ (j\ o ~ 5 .- '.- g-=!J - Db ADDITIONAL COMMENTS nQ.[ ~~ECn00 ~~<'~ I kJJ;lhen- 0\ ~ iJ' [11 \\l ~ z m f" r . G'l"l , ~ y :s o ~ o .., --.Jo z 1----- (')::t: ~l"l c;' 1: 0.., UJ::t: \ 0 Ol"l a." ~.., l/i' SEAUUTO'll@ "Your Road Service At Sea" .. Sf? \ 5 ". 06 September 15, 2006 \ ----' Building Department Town of Southold Main Road Southold, NY 11971 Re: Building Permit #31681 Sea Tow Building #3 Request for Certificate of Occupancy To Whom It May Concern: As a follow up to our Final inspection of September 11, 2006, please find attached the two requested items: · Certification letter from engineer, Joseph Fischetti, that all work was done as per plans . As-built survey If you should require any additional information pertaining to this permit, please contact me. (silcere~;1 JiJ:;;;"y ? SEA TOW SERVICES INTERNATIONAL INC.. 631.765.3660 24 Hour. 631.765.5802 FAX 1560 YOUNGS AVE.. P.O. BOX 1178. SOUTHOLD, NEW YORK 11971-0958 , , ~ ~j ~ ~~ v~ III L/l6. 113" N 66.45 '38' r L/l6. J.'" ~ I- 64' ~ ., c:: I ...' Ii: .. .. , ASp,:HAlT CER1IF1Ef) 10: SIJFFOU( COUNTY NA TlDNA/.. BANK Its SUCtJeIIIIOrs or assigns SIJffF'OU( COUNTY INOIJSTRlA/.. OEVELOPW:NT AGENCY ."TAN ABSTRACT SElPMCE CORP. CHICAGO T17U: INSURANCE COItII'ANY ;DWN.IN< Fu.K;E ! .;; , 144.6' 8U)G. 1.6'/1 2 STY. FR JWIH ~ COHC. IlMLLS 12$' S 68"45'2fJ' It' SURVEY FOR TOWBEE LLC AT SOUTHOLD TOWN OF SOUTHD. SUFFOLK COUNTY, . 1000-63-02-28 & 30.. SCALE: 1'=50' SEPT. 21, 2000 SEPT. 26, 2000 (cBrtifica NOV. 22, 2003, (cBr(ifipat, JUL Y 7, 2004 BVJldL 569..13 ' STOCK~OE FENCE .. '" "'. !lU 63 fie 8!S AfEA;:.1.14.u /IOES 5..3' so.. STEfl B/.DG. 50.4' ~"P""f ~Jf--Jf--X- ~- .. 38S.l9' LCN3 ISLAND RAIL ROAD '''.-f.' l "3'; ~ :s. !O.4 ~ , S7Rl ~ OC flUlica .. .' ....- . - .~ ~ROOJ CW" A VltNUE F"C lJI'$ ~ 6'IJ,11' N 66'45'30' E lIP F"C 13'$ FE: o.4'N ~ ;j I ~ 1-- ._-----~ I 1 i I i 1 I I cone - '" ,.. ". n.4' ~ ~ ... 1990 63-02-381 AREA=L7693 ACRES " ! 6W ~'H \;. ...... ...... FR IUl6 ~.156 /CrIlL SIC . CONC/fE1C rouND" TIOH ~4Z ' '::J'.f"~:~:...'.!;"~J.1Id'l',,I)""" .'~ 70. ;: '" 4. :~. IlOOO it IIIflQ( /lLDG. iO Co 71.0' i., 262.74 ' s1EEL BLOG. 8.9..,. o' /~__ ~47' S 6lr44 '18' " 6.2' ~ " <: ... ~~ .... ~~ , 70.J' S 66<59 '08' " .. " F'C 8B'H 89'E .. "' Inn-2/15 oc ANY AL TfRA TION OR ADDITION TO THIS stRVEY IS A VlCLA TI(XI/ CF SECTICN 7209 CF TIE 1'C'w' YIJ'lK STATE ffiX:ATIfJ'I LA\{, EXCEPT AS PER SECTION 7289-SECTIC>>I e. ALL CfRTIFICAT!C>>IS ICRf:fJ'I ARE VALID FlJl THIS HAP AND COPIES Tl-CRECF tH. Y IF SAID HAP lJl COPIES BE:AR TI-C IIf"RESSED SVlL CF TI-C SI.RVEYffi IoifVSE SIGNA TLf'/E APPEARS 1CRf:0N. . LIe. NO, 4%18 ) 765-1797 ~; . / () (\ (). ~-1, ..J - 2. ;- 6D; I-JeWN f' \ OF SOUTHOLD PtlOPERTY RECORD CA~ .' .,,,\ -LI ~c.-..p .u OWNER STREET ---; <.. / ,)U VILLAGE DISTRICT SUB. LOT RES. SEAS. 0'-" -~~ 6wbee~ LLG , FORM.!jR OWNER so;, LL".lur C-<> I n.c:. N /_:~ /\ '(c) /.:: '".r:: I f f F S d ,< ,i. - ~()I;' /!:::! ,/Jf LAND IMP. TOTAL DATE < o.~'.u ~... ~ ..u,. _. COMM. ~.. I IND. REMARKS ACREAGE 1.70. PE OF BUILDING VL. FARM CB. I MISe. ? 100 ..{~.( c .;; ; ( ;' I}-hC) , ""o--J ;? (" <nJ 710 2.s/ Cm CRIi1hc,rr- id 12oblOUo"uu .i/2o /6 C :::> 'I ,,~'''\cl/ ....) ...-,; \_J .t...(;,?,co NEW NORMAL Farm Acre Value Per Acre Value lillahle 1 Ii liable 2 -L I ~ I /9) C! ?:;!.. (){' c2 !;- '1 () / 20 4veJ lillable. 3 ^/oodland ,wampland Irushland ;;;;;I .,/ -louse Plot 'otal --- ========= ~ - --------------- - " ~" :,'-~~*.t:~fi~}f.~ M. Bldg. 1/- Fo I '7h v,rt: -(")1\--- L/d)(!:(J 0 :L~o Q ). (1-)..6 ./ . Cf :r2-0 , L~/~ I r:::- yJ-;l-c.\ Extension Extension , , I i Foundation Basement Ext. Walls Extension ,So / f 'I Fire Place "S ~'1 ",(12-' )'lJP c'..;" ,"" 9YO Q. - Zt.1 ~ J-~'" Breezeway Garage O. B. !L\lLicwNT /.LJ-- /0-'" F,r~9 .51'1~ ~ ---- . JON/ 7 ~ r" ,,:J t.s- Patio Driveway wLh ~e.. >~ ,S 1 ~ " I , I ~ , ,,,,. c {,!- p",t, P"", Bath Floors Vir//'c AI.. Interior Finish ,vo Heat Porch Attic Porch Rooms 1 st Floor Rooms 2nd Floor . ' I '1.1- I " I {"u I 1"7 JO , 'If ... 3(b~ l=t BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Bo~dofHe~th vi 4 sets of Building Plans J Planuing Bo~d approv~ J Survey 'II' Check Septic Form N.Y.S.D.E.C. Trustees Contact: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL . SOUTHOLD, NN 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southoldl PERMIT NO. Expiration N \/\ i'\\f\ Examined Approved Disapproved alc 20 .( '20~ Mail to: PI) {',l)..... 1112 "0'1 HloLIl .vV\ 110, J Phone: ItS- S '20u APPLICATION FOR BUILDING PERMIT sa> 2 \ 'L\J\JtI Date )(P1 11 ,20~ INSTRUCTIONS r a. This application MUST be completely f1lled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot 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 approv~ 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 zouing 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 Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, 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 regulationC{ji' and 0 admit authorized inspectors on premises and in building for necessary inspections. "7 uIVr..EE LLC I Signature of applicant or name, if a c PO I'}CIL 117\3 )ocil,loq\ AI'I. Ii <)71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (HV}-If: f) Name of owner of premises ID~V~tE LLC \ '::li.-lrr.:JLI<.., (OL1/-l'''( :loA ;.Q,otmil., (As on the tax roll or latest deed) If appl' c~t . s a corporation, si""VCf d ly authorized officer (N e and title of corporate 0 er) Builders License No. I ~o 1"11-/ Plumbers License No. Electricians License No. 9 {, 2. ( Other Trade's License No. 1. Location of land on which proposed work will be done: (l,o-\\'>'->EI\"\ t fllAlV\^,~L fiVe'''' House Number Street ')u'11f1uLD Hamlet County Tax Map No.1 000 Section Subdivision 6~ Block () 1.. Filed Map No. Lot ')u Lot (Name) , 1,. . 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrl;ction: a. Existing use and occupancy b. Intended use and occupancy Dr-I=' IC~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition y:. Addition Other Work Alteration 4. Estimated Cost 1,100 000,- (Description) Fee 5. If dwelling, number of dwelling units If garage, number of cars N IJ\A \A (To be paid on filing this application) Number of dwelling units on each floor N \ A 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7 D. . f" 'f F N \ A R D h . ImenslOns 0 eXisting structures, I any: ront ear ept Height Number of Stories N \A Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 2 () " Height ~ '1/ II" Number of Stories 961 Rear Bu' , /,\ / Depth 0 u ~ 9. Size oflot: Front 1St' Rear Depth SOu\lHOL() U\(Y\r.ER...., \ J,I\'\ 6'3'l ..... 10. Date of Purchase Name of Former Owner iUql1{:}., , 11. Zone or use district in which premises are situated LI(;/11 IN ()11,,>lCb~l APfll t>I .,.,."., , I\Prp~.,;J) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES L NO _ ,~rl\.. ~ "'''''II. M:~;;'> 13. Will lot be re-graded? YES_NOA Will excess fill be removed from premises? YES_ No1 '1)4/0'1 r.o t'>Cf. file. Address '"o"lI1<AIl. N'\ 1I~11 Phone No. ddr rv IW.. 1.7S h A ess ;l8'W'tN> ...'\ 1141' P one No Address I "'- 11<) Phone No. GJlEE4~ ~.,~ 1\.\ I.( 1'.1 '1'1 14. Names ofOwnerofpremises'c>v,H;t: llL Name of Architect 61\";1 fN() [)bl'l\J Name of Contractor KellL (ON, Il.AC111J (,.- 16'5 - <;9('0 16- /262... '111- 15 a Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO ~ * 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. 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 below, must provide topographical data on survey. STATE OF NEW YORK) ss: COUNTY OF ) j 1\ M f "> ro L E: 'i being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /l\~1I'\ I'l~~ \ ('ON 1,10( Let=!.... (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. swo~ before. m. e thi day of ~ \J ,,-Q)Z\ Notary Public 200'-\ VICIO L. LOPER NGllIry PuIlIic. StIlt ...... 'tIIItI No. OlL0607l1ll1l ~"SlM~qlP g..1' , __ lc . New York State Department of Environmental Conservation - 8 GENERAL PERMIT (GP-95-01) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) PERMIT APPLICATION & AUTHORIZATION FORM l l , .,,' ,"~~_.J EFFECTIVE DATE: MAY 1, 1995 -' ,.. AUTHORlZm ACTIVITY: A discharge to groundwater of 1000 to 10,000 gallons per day of sanitary waste, without the admixture of industrial wastes, from on-site treatment works serving private, commefCial, and institutional facilities, in accordance with tha requirements and conditions of this permit. Modifications for discharge volume and treatment works may be undertaken that are within tha limits of tha authorized activity. Existing permitted discharges meeting thesa criteria may be authorized with this general permit. EXCLUSIONS: Activitias excluded from this general permit are facilities in special (100-vaar) flood hazard areas; freshwater and tidal wetlands and their adjacent araas as dafined in ECL Articlas 24 and 25; coastal erosion hazard areas as defined in ECL Articla 34; and wild, 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 Degon Standards for Wastewater Treatment Works - Intermediate Size Seweraae Facilities (1988 - published by NYSDEC). To make application, please provide tha infonnation below and submit to the appropriate DEC regional office for tha county in which your facility is located, R~02004 For new dischargas, a location map and a sita plan must accompany this application. 'I -rON0EE LLC TYPE OF OWNERSHP: Corpor.e" 1nc:Iividu" Public - P........hip - - 11_ _IncIIvIduol, glvo T.._.. II: OWNER NAME ')( OWNER'S MAilING ADORESS (Str.... City, _0, Zipl Po l2>D)( lllg S0"11rl6LD N'-t 1/ tp / FACLITY NAME S 1:1\ -;;;'11/ ,sEjZ.\lI<:t'~ I N1'L FACLITY TOWN ow CITY ond COUNTY tO~l>oP...J\lc H eo 1\ODI1 f\(L102.") S0"11 HoLD Sl.1n'DL/~ ...,.. FACLITY LOCATION letrHt ecIdnH or loccion" cte.cription - PO box.... inappropri8tel ..,. e,oIS5EAV\ 1" HII\YVl1l1CL-. f\v.f NY TYPE OF TREATMENT Cchock ono) Mptic tri &1Ach fiIIId _ ou. ~ MkMI - MPtic tri. raMd bed .-ptIc tri. rnowtd ~ ,....... conditi... 01_ ......... pennit, I horeby . or' .. ebdementa: made h.. . DESIGN flOW (g....../doyl 1022 tzr9 H diech8rge ill authorized by previoue indMdu" permit, provide SPOES number. OATE ," TITlE /'z-/~!ff,2 Permittee must comply with Permit Conditions on back of form New discharoAs and modified dlsmarOAS .lnvolvlna ffaalmAnt work cQnstn.Jction. lirA slIhlAct to rAstrlctlons And r8Qulre II nrofAsslonal &no1naIRr'. certification or .Dornv.. of a local h9alth aOAncv. - SAil Parmi. Condition 9. VALIDATION SECTION (Department of Environmental Conservation Use Only) TtW SPDES permit for groundw_ dil:chq. .. iMued In compliance with Title 8 of Article 17 of the Environment. C~ervlltion Law of New York St.. ..Mt eubject to the conditiona cont_ herein. Authorizmon to the above eppIicent ie gr.-rt:ed only upon approval by the Permit Admini8trlllor. /-'-173& LI!!LIOY Date DEC NUMBER Please use the DEC NUMBER when corresponding with this Department about this authorization. (1('; 5C om I 0, r-;,.sfVlefh' ------r------------------------------------------------------------------------- , ADUC Direct Drive Upblast Roof & Wall Exhausters / / ,. , ADUC canlrifugal upbln~t exhaust models feature spun .rninum housings fOI mdlntenance free performance. .OIrl'S rugged construction consists of galvanized steel . ,oler suppert plale, main brace assombly and venlunlnlet oase cemplete wIth integral flange to fit over roof curbs. Standard Features- . Non.overloadlng, b,,~kwardly inclined cenllifugal wheels Designed specifically lor Power Reot Exhausters to provide maximum efficiencies at lowest possible sone r<llings. . Molor IS pt" lub"s<lled, directly connected to fan wheel and ,c ' the ;~ir stream. . Positive ,.:.: .,j (,.),rli);....:irlnnt cooling with clean ou1sIde ;1\1 !or IOlllJer rnolor III d. " 'election of air volume as needed Is obtaInable with tho vd,,;;b'e >peed controller from Acorn Fan speed is adius\'lI)le by turning It\e dial 10 permit air movement down 10 50% and on-off control. Controllers are designed for lIse With 115V AC permanent split capacitor motor and/or sh<lded pole !\lolors, Vari<lble speed controllers tor single phase 230V operalion are available tor 1 HP dual voUage 115/230V molOIS. Dimensional Data L-- -r rr- All ,lllll"nSIOI1S in 'fll.hug; r en Lg" I. l I I II I \.. Q!~.._/l" e'~ ~>,~, ~~l~ ..4 \.I'ml~'" ~"tt"':"'" ~qll <"lHl Legend I MOtor Dome 2 Olsch\lrge Apron ,3 Spun Inlet Vonlun 4 M"-'In B'3(;I-' FcHili-iillrllj Assembly 5 ClJHhltUg;~1 F"n Whool Wllh 1111<1~H Fan 6 Motor 7 M(ltnr Buppml PldlH 8 CM1tria lilt-If> 'Mill ~'h -,J! ,'f Cllwl 9 AntrVrbr.'1tlofl M,)Ul'ill 10 Ord1l1J~1l /J.fca If CondUIt (,UIO.,. I? WfJclHlf:H H,111I1I clr.f,,~o I ,\com Ilel :orp corllfle::. \t1allt1e Acorn U""" ,unitsshoWll . ~ ,~I".'ensedl0bQarlhoAMC^Se.d.t , Th~ ratlrlgs shown 3L ba::>eJ on leslS m~r1o 111 .:. aeeol dunce welh AMCA Standard 210 ."d cOI"ply wi\I' {he reqUirements ot the AMCA C13rtified ROling . , PIQor~,m UL' Ac;o,nADUC models al~li5tec.J Wllh lJnderwlltr:r':-. l ! laboratorios .------- 1/1 1740 5UI\ 1?30 1\25 -iffiT 1740Pi49 ',OaO' '-lY6~-' 11!9 . m .1/' I Ii,] 'hl\e} 2600 '-2660 . ibl5 I~~~. \01f, I I" :i:L68J3 i125 -. joss' 2965 7.140 ..ilia "II 2'JO'V, us. vSCJ6 ~ P 1'9<Jre:; al~6Vl~"".111IWl;..Uleo; (u S P Incl\l<Jc~: .,lfulwrIMllanlo5,>'J-.j Till! ^'.ICASeal ,,~pl'U"IU,'" 1"" 'Mlnanceanly Pl'r1fJrl1lrll1(l'.,,,n(lWII ire k" f II';) WIlli,'", d'J~l 8 itr.T-. ,;;\'v:r.r~l'q'l T'lrJ'(..I"TW~~~~~t~'f/.':~:.... .' . ' ~~,._._ .. ..~~~l.1...111.K~-..~_,-l...__J.........~....-...-,.,. ., - ""-" 182 ls/<> , 0,:.. :.lreel, NY, New York 10013 lei, (212) 431-5885 . FAX, 212 431-4514 , '. ,.,. '>. '.S." .". L. '''c "L"es.'",~"' '" ----------:.:J .~. . COUNTY OF SUFFOLK (i) ROBERT J. GAFFNEY SUFFOLK COUNTY exECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN, M.D., M.P.H. ACTING COMMISSIONER PERMIT CONDITIONS Health Services Reference # C/O -/J 3 - CJO/3 Project Name -';;uJ~ee :Z:",c, The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-2097; and excavation inspections must also be confirmed by calling 852-2100 prior to 9:30am, the morning of the inspection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 02/03/03) Page I of2 - I~i (\ h II ):" 18; 0 AT SOUTHOLD ( L- \< S?utno_!dT?"m TOWN OF SOUTHOLD <. '''""',,' '",c" I ,e SUFFOLK COUNTY, NEW YO~ I -' ,." " ,Y.: :i".:'" e.! /3 of' .; " , . .' ~iflt -s hl9rJ...4lJ[/~ ~rv~: .~B'; s=~~~~~~3~~;:sO.l .' '. ~, ,', . ,.M""'''''''''''-'-' .._~ "f,11{'" \ SCALE: 1" == 20' ......,...' - NOTE: The approved site development plen sbllll be valid fot a pedod of three (3) years from the date of approval lIS 9llt code section 100-255. PROPERTY NOW OR FORMERLY OWNED BY TOWBEE, LLC ERIC J. BRESSLER ABIGAIL A. WICKHAM LYNNE M. GORDON JANET GEASA LAW OFFICES WICKHAM, BRESSLER, GORDON & GEASA, P.C. 13015 MAIN ROAD, P.O. BOX 1424 MATTlTUCK, LONG ISLAND NEW YORK 11952 631-298-8353 TELEFAX NO. 631-298-8565 wwblaw@aol.com April 24, 2003 Town of South old Building Department Southold Town Hall 53095 Main Road Post Office Box 1179 Southold, New York 11971 r-' WILLIAM WICKHAM (06-02) 275 BROAD HOLLOW ROAD SUITE 111 MELVILLE, NEW YORK 11747 631-249-9480 TELEFAX NO. 631-249-9484 ...~ '2. A ';l!'rn ~P- Re: Towbee, LLC - Setback and Building Length Variances 700 Hummel Avenue, Southold, New York SCTM# 1000-63-2-30.1 GentlemenlLadies: Enclosed is a copy of the variaoce application being submitted today in this matter, pursuaot to your previous Notice of Disapproval. Please sign the bottom of the attached copy of this letter to evidence receipt. ilJlifL Abigail A. Wickham AAW/dm 30/sshdbdl Ene!. Received on AprU;,f/:2003 :I Southa/d Town Building Dept. By: SEADDTO'II@ "Your Road Service At Sea" .. September 4, 2006 Town of Southold Building Department Town Hall Southold, NY 11971 Re: Application for Certificate of Occupancy Permit No. 316812 To Whom It May Concern: Attached, please find the Application for Certificate of Occupancy for the above reference permit number. Please be informed that some of the items required for approval were submitted under Permit Number 31204. If you should require any additional information, please contact me at 631- 765-3660 X3ll6. (~incerfl~ lhl:ey ;/ Controller SEA TOW SERVICES INTERNATIONAL INC.' 631.765.3660 24 Hour' 631.765.5802 FAX 1560 YOUNGS AVE.' P.O. BOX 1178' SOUTHOLD, NEW YORK 11971-0958 ~~,t Z&hdk PROFESSIONAL ENGINEER 1725 HOBART ROAO I PO Box 616, SOUTHOI.O, NEW YORK 11971 TEL 631-765-2954 FAX631-614-3516 e-maU: joseph@r.chelU.com 5 Date: Reference: April 26, 2004 Sea Tow Metal Building Building Inspector Southold Town Main Road Southold, NY 11971 Dear Sir, This letter is to inform you that I had inspected the reinforcing steel prior to the placement of concrete in the recently completed metal building and found them to be in accordance with the designs complete this structure. If you have any questions regarding this matter please call. Joseph Fischetti, PE . BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundotion design. The structure under this contract has been designed and detailed for the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component ports, or the addition of other construction materials or loads must be done under the advice and direction of 0 registered architect, civil or structural engineer. The manufacturer will assume no responsibility for any loads not indicated. This manufactured building is designed with the manufacturer's standard design practices which ore based on pertinent procedures and recommendations of the following organizations and codes : -American Institute of Steel Construction "Specification for the design fabrication and erection of structural steel for buildings" 9th edition. -American Iron and Steel Institute "Specification for the design of cold formed steel structural members" 1996 edition. -American Welding Society "Structural Welding Code" AWS Dl.1-98 Chapter 2 relating to prequa!ified complete joint penetration groove welds and chapter 8 port B relation to allowable stresses. -Metal Building Manufacturers Association "Specification for the design fabrication and erection of the structural system" most current edition. Mate6al properties of steel plate and sheet used in fabrication of primary rigid frames and 011 primary structural framing members (other than cold-formed sections) conform to ASTM A-529 or A-570 or A-572 all with 0 minimum yield point of 60 KSI. Material properties of cold formed light gage steel members conform to the requirements of ASTM A-570, with 0 minimum yield point of 60 KSI. High strength bolts and their installation sholl conform to ASTM specification A-325 and are designed os bearing type connections with threads included in the shear plane. Tightening of these bolts is recommended by the Turn-of-the-nut method, per "AISC Specification for Structural Joints." All primary structural members except bolts and fasteners shall receive one coat of Iron Oxide inhibitive primer. Shop and field inspections and associated fees ore the responsibility of the contractor, unless stipulated otherwise. CONTRACTOR RESPONSIBILITIES The controctor must secure 011 required approvals and permits from the appropriate agency os required. Approval of the manufacturer's drawings and calculations indicate that the manufacturer has correctly interpreted and applied the requirements of the contract drawings and specifications. (Sec. 4.2.1 AISC Code of Standard Practice, 9th edition.) Where discrepancies exist between the manufacturer's structural steel plans and the plans for other trades, the structural steel plans sholl govern. (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) Design considerations of any materials in the structure which ore not furnished by the manufacturer, ore the responsibility of the contractor and engineers other than the manufacturer's engineering, unless specifically indicated. The contractor is responsible for 011 erection of steel and associated work in compliance with the manufacturer's "For Construction" drawings. Temporary supports, such as guys, braces, flashwork or other elements required for the erection will be determined and furnished and installed by the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) It is the contractors responsibility to apply or observe 011 pertinent safety rules and regulations, as per OSHA standards os applicable. The Contractor is responsible for the verification of 011 shipments received. Any "external" damage or shortages must be noted on 011 copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! .. ::;:31.11('2)/,11' 6 " O.LYMPIA STEEL BUILDINGS DESIGN LOADING This structure is d<,s;I)ned utilizing the loads indicated and applied by the NY STATE 02 It is the contractor's responsibility to confirm that these loads comply with the requirements of the local building department. Specific loads : (Soe structural calculations and foundation reactions.) 20 PSF Live Load LL R"duction Allowed )( Yes D No 45 PSF Gmund Snow Load 1.0 Thermo' Factor (Ct) 0.9 Snow Exposure Factor (Ce) 120 MPH Wind Load Exposure C (If applicable) 2.2 PSF Dead Load (Metal Bldg. Weight - Purlins, Panels, Etc.) o PSF Collateral Load (Ceilings, Sprinklers, Etc.) 1 Use C(Jtegory ( 1.= 1.= 1 1e= ) SEISMIC DATA 1) Mopped Soectral Acceleration for Short Period, Ss 2) 3) 4) 5) 6) .25 Site Coeffl(.;ent, Fa 1.6 Seismic Us", Group = Group Seismic i.Jesign Category = Soil Closs = D Basic Str~ctural System and Seismic Resisting System Ordinarv :,loment Frome of Steel 7) Frames: R = 4.0 , Cd = 3.5 8) Cables: F! = 5.0 , Cd = 4.5 9) Analysis Procedure = Eauivalent Lateral Force I B DSN: JMD DET: DWN: DLS CHK: REV: REVISIONS NO. DATE 1 8/21/03 Engineering Seal SCALE: NOT TO SCALE This certification covers ports manufactured and delivered by the manufacturer only, and excludes ports such u" doors, windows, foundation design and erection 01 the building. PROFESSIONAL ENGINEER CS-1 CS-2 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 DRAWING INDEX Drawings Cover Sheet Fastener Schedule Anchor Bolt Plan Anchor Bolt Details & Notes Rigid Frame Elevation Sidewall Framing Endwall Framing Roof Framing Sidewall Sheeting Endwall Sheeting Detail Drawings Detail Drawings Trim Drawings These Drawings are for D Construction D Not for Construction )( Permit Only D Approval * D Other : * Approval orders must be released for fabrication within thirty (30) calendar days after the submittal drawings ore issued or they will be subject to any current price increases. Special attention should be given in approving dimensions and/or details. Please verify requested dimensions by indicating 'OK'. DRAWINGS COVER SHEET CUSTOMER : SEA TOW SERVICES INTL., INC. SOUTHOLD, NY SUFFOLK COUNTY OLYMPIA STEEL BUILDINGS 400 ISLAND AVENUE McKEES ROCKS, PA DATE: JOB NO: 8/21/03 4604 SHT. NO: CS-1 Be advised that all shipments are via outside trucking companies and are signed for in good condition and completeness at the pick-up location by the driver. "No claim will be honored" unless the following procedures have been followed: EXTERNAL: At the delivery point the driver is required to provide you with a bill of lading which lists and illustrates all bulk items to be received. Any "external" damage or shortage must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. No exceptions!!! SPECIAL NOTE: Overhead doors and service doors are shipped in cardboard boxes. It is required that they be opened to insure that the trucker's chains have not damaged the edges. If so, it must be noted on the bill of lading. INTERNAL: Before the driver leaves, it is also required that you receive a Shipper Report (packing list) that specifies all internal quantities of individual parts. However, the Roof and Wall Sheeting must be counted prior to releasing the driver. Valid concealed shortages must be reported to the factory within 30 calendar days No exceptions!!! The driver does not have to be present for the internal inventory. .' " EAVE F1.ASHING EKOWAU. ROOF UNE ER1~T':gZU~~~~,~~S ~ TAPE SEALANT I CLOSURE ONE HALF INSIDE CLOSURE PA:\ ~ PANEL RIB I /t' PURt.lN ~'14 FASTENERS , 0 "-0' O.C. WALL PANEL REVERSE lOR'" INSTALLATION OF THE FIRST ROOF PANEL (UNLESS NOrED ON DRAWINGS) EAVE PURUN./ WALL PANEL REVERSE lOR" SECTION AT EAVE RIDGE CAP Roor PANEL FASTENER SCHEDULE INSULATION DIE FORMED RIDGE @ \ INTERMEDIATE GIRT SEE BUILDING ERECTION DRAWINGS f'OR ACTUAL DIMENSION. EAVE PURLlN ~ INTERMEDIATE / GIRT @ @ INTERMEDIATE -<'" GIRT '" @ @ BASE ANGLEJ @ BASE ANGLE BASE TRIM (OPTIONAL) @ , " " f INTERMEDIA\@ GIRT OR DOOR HEADER @ ~ DOOR HEADER " FRAME OPENING TRIM " HEAD TRIM: TR04 I JAMB TRIM: TR302 \: RAKE ANGLE INSIDE CLOSURE @ ABLE TRI M t+ * 14 SELF-TAPPING FASTENERS f 30" O,C, AT SIDE LAP ~* 12 SELF-DRILL FASTE:ERS f f t t t * 14 SELF-TAPPING ROOF FASTENERS 30" O,C. AT SIDE LAP BASE TRIM CORNER TRIM (2) TR302 a: TR022 t+ * 14 SELF-TAPPING ROOF FASTENERS f 30" O.C. AT SIDE LAP r* + SELF-+LL ROOFiASTENER~ * 14 SELF-TAPPING ROOF FASTENERS 30" O,C, AT SIDE LAP * 12 SELF-DRILL ROOF FASTENERS DETAil: C DETAil: A }t @STITCH FASTENER *'4x7/B" I' -6" ON CENTER DETAil: D DETAil: E DATE: 10/8/01 II 12 SELF-DRILL ROOF FASTENERS DWG NO: r CS-2R BASE NOTCH DETAIL REQUIRED WHEN BASE TRIM IS NOT ORDERED. BASE FOUNDA nON NOTCH WILL REQUIRE THE PERIMEITR OF THE FOUNDATION TO BE 1 1/2" WIDER THAN SHOWN. (SEE DETAIL TO THE RIGHT.) 70' 0" OUT TO OUT OF SITEL 4 2 3 25'-0" 20' 0" 25' 0" ;,- I , X Bradn ~ "', @ " :I: II: " " B "" C F F " c: '" '(; c: '" 0 '(; '" I L 0 CD L I N I CD N x I x --' " L.J U A D " ~ " " U en ~ lL c: 0 0 " 'ii f- " c: ::J -L " 0 ;,- 00 E "0 ;,- ;,- I I 0" Ci ~ '" --'", I I ,,0 i-- '" '" I -.;3: '" ~ f- ::J G: 0 " 0 0 -=s I CD " A " 0 " D m ... " ;,- '" '" I c: '(; c: I N 0 '(; N L 0 CD .Ii I I x x EI G G ~~ G G C " ,------ r--------, " Field Located , @ Walkdoor '" "- ~ 10'-0' 12' O' 3'-0' 3' 0 14' O' 3' O' O' 12' O' 10' O' 25' 0" 20' 0" 25' 0" 2 3 4 1 .. ~1/2 S~~L F.F. ,X" R... ...:.......... ~.' ..... '"'. ~".' :",.~ .:.....~. ";,.'->.~ .:' :.~ . ;.' ..-. ANCHOR BOLT PLAN NOIT: All Base Plates @ 100'-0" (U.N.) OLYMPIA STEEL BUILOINGS City: McKEES ROCKS Slale:PA De.lgner: JMD Dale: 8/21/03 Detaller: Date: Checker: Date: SECTION AT SHEETING NOTCH (TYPICAL EXCEPT AT FRA~EO OPENINGS) ANCHOR BOLT PLAN o Dia= 1/2' II Dia= 3/4" Customer: SEA TOW SERVICES IHTL,INC. City: SOUTHOLO Slale: NY Droller: DLS Date: 8/27/03 Offlc.: Jab No.: Offlc.: 4604 Shl. El of 11 EW EW Dia= 3/4" 1>a 3' 3' ~Ol'", III -0\ · ~1]~ll'. I I 2" 2" See Plan DETAIL A 3/4" 3" 3" 111 .- ~l'. Dia= ~ l/J 1>0 ~'O .9. 1'", o UJ 2" 2" I Dia= ~ l/J 8" DETAIL B 3/4" 3" 3" -~ ~ ~14" UJ 2" 2" I 1>0 ~I'O .9. 1'", o Dia= 8" DETAIL C 3/4" 1>0 ~~'" e~l. [11,. 1 1 2" 2" See PI an DETAIL D Dia= Dia= EW SW Dia= EW Dia= 3/4" 3: 8" w roe T 1811181 - I -L _ l.U 8" 2" 2" ~ DETAIL E 3/4" 8" I I [ 8=JT- J 18111811- 4" - 18111811- 4" _-.1_,_ l.U 2" 2" 4" 8" See Plan DETAIL F 1/2" SW 3" II r-,' 11fOl- 2 1/2" I~- 23/4" L-, -12" o See Plan DETAIL G 1/2" Co 3" II '---,' ilfOl- 2 1/2" 1~-2 3/4" L-, ~2" SW See Plan DETAIL H Dia- :Y4" -,- f"l 10" I ro[: I~ 181 ~I- 4" 1 I 181 11- 10" _-1-_ SW 11'-0"1 't FRAME DETAIL I Dia- 1/2" 3" II r~j 2 1/2" - roll ro 2 3/4" - L~J L.J 2"L SW 3'-4" 3" II [C' ro 11fOl- 2 IIGJ - 2 C-' J2" 1/2" 3/4" DETAIL AT FIELD LOCATED FRAMED OPENING GENERAL NOTES 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSlBIUTY OF THE BUILDING MANUFACTURER. 2. THE BUILDING REACTION DATA, REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. 3. COlUMN BASE PLATES ARE DESIGNED NOT TO EXCEED A BEARING PRESSURE OF 1050 POUNDS PER SQUARE INCH. .. AU. ANCHOR BOLTS SHALl BE AS"N A307 OR EQUAl IN ORDER TO CONFORM TO THE BUILDING MANUFACTURER. DESIGN ASSUMPTIONS BASED ON THE AlLOWABLE STRESSES GI\ei IN THE "ISC MANUAL OF STm.. CONSTRUCTION. S. ANCHOR BOLTS TO BE SUPPUED BY OTHERS. ANCHOR BOLT EUBEOfolENT LENGTH IN CONCRETE TO BE DESIGNED BY OTHERS. 6. ANCHOR BOLT PRo..ECllON A8Q'vt': CONCRETE FINISHED SURFACE TO BE 3~ UNLESS OTHERWISE NOlED BY fOUNDAllON DESIGNER. 7. ANCHOR BOLTS SHALl BE ACCURAlELY SET TO A TOLERANCE Of +/- 1/8" IN ELEVATION AND LOCATION. S. IF THIS PRo.ECT HAS BYPASS GIRTS, IT WILL REQUIRE THE SIDEWALl COLUt.4N BASES TO BE SET BAO< FR~ SIDEWALL STEa UNE BY THE DEPTH Of THE GIRT SYSTEM (B- or 10-l. THIS MAY REQUIRE THE SIDEWAll.. FOOllNGS TO INCREASE IN DEPTH. 9. MINOR FIELD 'MJRK OF STRUCTURAL. SECONDARY AND PANELITRIM ITEMS MAY BE NECESSARY TO ENSURE PRbPER FIT. SUCH V<<:lRK IS CONSIDERED A NORJ.lAL PART OF J.lETAL BUILDING ERECllON. VIE: WILL NOT HONOR BAO<CHARGES FOR J.lINOR FlELD WORK. NOTES FOR REACTIONS .-- Building reactions are based on the following buDding data: Width (ft) = 40.0 Length (It) - 70.0 Eave Height (ft) = lS'v.;lS.0 Roof Slope (r1se/12) = 2.0 2.0 Dead Load (pst) = .2 Collateral load (p.st ) = 0.0 Root live Load ~Sf ) = 20.0 Frame live Load pst )= 12.0 Snow Load (pst = 28.4 Wind Speed (mph ) = 120.0 Wind Code "" IBC 00 Exposure = C Oosed/Open - C Importance - Wind = 1.00 Importance - Seismic - 1.00 Seismic Coeff (Fa*Ss) = 0.40 Id Description 1 Dl +CO+ll 2 O.6ODL+WRl .3 Q.600l+WL2 4 Q.6ODL+WR2 5 O.6ODl+lnWndl 6 DL+CO+F1UNBJ.l 1 7 DL+CO+F1UNBJ.l 2 8 O.600L+WR1+WS 9 O.600l+YIP 10 O.600L+v.t.l+WS ~ - H -tv o -t ~OLUJ.lN UNE - H -Iv RIGID FRAME: ANCHOR BOLTS &: BASE PLATES FRAME UNE Fnn CoI Anc. Bolt BOH Plate (In) Grout Une Une NoD{ln) Wid Len Thk (In) 2. Frame lines: 2. 0 4 0.750 B.ooo 1200 0.500 0.0 2. A 4 0.750 B.ooo 1200 0.500 0.0 J 2 RIGIO FRAME: BASIC COLUMN REACnONS (k ) Frame Column ----Oead---- -CoIloterol- ----U~--- --Wlndj.l--- --Wind.....Rl--- --Wind....L2--- Une line Horlz Vert Horlz Vert Horlz Vert Horiz Vert Horiz Vert Horiz Vert 2. D 0.43 1.51 0.00 0.00 4.27 12.76 -5.74 -11.04 1.14 -6.55 -6.00 -6.67 2 * A -0.43 1.51 0.00 0.00 -4.27 12.76 -1.14 -6.55 5.74 -11.04 -0.89 -2.18 Frame Column --Wind.....R2--- -SeismicJ.-- -Seismic.....R-- --LnW'lndJ.-- --LnWind.....R-- -F1UNBJL 1- Une line Horlz Vert Horlz Vert Horlz Vert HorIz Vert Horiz Vert Horiz Vert 2 * D 0.89 -2.18 -0.15 -0.12 0.15 0.12 0.45 -11.91 -0.20 -10.45 3.53 5.10 2. A 6.00 -6.67 -0.15 0.12 0.15 -0.12 0.20 -7.88 -0.45 -9.34 -3.60 16.20 Frame Column line line 2' D 2' A -F1UNB....ll 2- Horiz Vert 3.60 16.20 -3.53 5.10 2. Frome lines: 2 3 WIND BENT REACTIONS ---WoII-- CoI Loc Line Line f: Reactions Wind{k ) Selsmict'k ) Horz Vert Horz Vert Anc..801t 80se...PIate{in) No 010 Width Length thick -- ----- ----- ----- ----- 2 0.750 8.00 10.00 0.50 2 0.750 8.00 10.00 0.50 nH Iv tv f-5W A 1 F_SW A 2 1.81 2.39 0.32 0....2 1.81 2.39 0.32 0.42 ENDWALL COLUMN REACTIONS(k ) J.lAXlJ.lUJ.l ~llCAL DL+CO+LL - 6.0 t.4AXlMUJ.l ~llCAL DL+Wl.. - -....2 MAXlJ.lUJ.l HORIZONTAL DL+Wi.. - 2.8 BRACING REACTIONS, PANEL SHEAR :f:: RflGctlons (k ) Panel ---WQII-- Co! --'NInd----Selsmlc- Shear Loc Une line Horz Vert Horz Vert (Ib/tt) L..LW 1 D 0." 1.1 0.2 o.J C 0." 1.1 0.2 O.J B 0." 1.1 0.2 0.3 A 0." 1.1 0.2 0.3 ,5* A Wind Bent In Wall ".EN . A 0." 1.1 0.2 O.J B 0." 1.1 0.2 O.J C 0." 1.1 0.2 O.J D 0." 1.1 0.2 O.J 8_SW 0 J ,2 3.6 2.6 C." 0.6 OLYIIPIA STEEL BUILDINGS City: IIcKEES ROCKS I Slale:PA Oeslgner:JIIO Date: 8/21/03 Detailer: Date: Checker: Date: Customer:SEA TOW SERVICES INfL.. INC. City: SOUTHOLD I Slale:NY Drafter: OLS Dale: 8/27/03 Office: Job No.: Office: 4604 ANCHOR BOLT DETAILS & NOTES Sht. E2 cf 11 SPLICE Splice Mark Sp- 1 Sp- 2 BOL TS Tap Of Plate Qnt T Dia Len 4 A325 0.625 2.00 4 A325 0.625 2.00 Bottom Of Plate Ont Typ Dia Len 4 A325 0.625 2.00 4 A325 0.625 2.00 "7FLANGE BRACES: Both Sides(U.N.) FBxxB(l): xx=length(in), (l)=one side B - L2X2X1/8 A2" 12 . <0 I N o I ;,. o I io o 1 io <0 I -..., 3" ___ Green -"- p6R, Fern 20 Go. 20'-1 1/2" , 9 13/10" 4 SP@ 4- F6346(1) _ ?-7 _- _-_'VI--- --- I I I I SI ~i'..1 .oVI ~ I I I I I I I I h I I I I I I Q. f/) 8" D GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAYBE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACK CHARGES FOR MINOR FIELD WORK. '0 ~ -- Rn-2 ~ \-I 7" 1'-0" I-:i 7" 1'-0" \ F624.256(1) F824.258(1) F62~)______<V - \:7_____~8~1) ---r 1 - ,,, I Q. f/) 35'-8 1 8" CLEAR + - 40'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LlI,E 2 3 PIECE RF1-1 RF1-2 RF1-3 WEB DEPTH START END 11.0/17.5 17.5/13.5 17.5/11.0 20'-1 1 2" 4 SP@ 4' -9 13/16" ::, -- RFI_2 MEMBER SIZE TABLE (in) WEB PLATE OUTSIDE FLANGE THICK LENGTH W x T x LEN 0.135 15'-413/16" 5 x 3/16" x 15'-2 7/16" 5 x 1/4" x 1'-10 7/16" 0.160 18'-3 5/16" 5 x 1/4" x 18'-3 5/16" 0.135 15'-413/16" 5 x 1/4" x 1'-10 7/16" 5 x 3/16" x 15'-2 7/16" 3" :-H- F8348(1 ) --- \,/' -- 1 Q. f/) I ~ I I I Ie- rl~~ I ~ u.. I I I I I I I rl I I I I I "<Xl 1 ",+ ..-,'" I ..-, I + 1<( + I c;: " w 0<( r---' '", c;: '" -0 0<( '" "Iw "Iw ..,.-, ..,.-' -0 -0 1'-5 15/10" 8" A OL YI.lPIA STEEL BUILDINGS City: I.lcKEES ROCKS Stote:PA Designer: JI.lD Dole: 8/21/03 Detoiler: Date: Checker. Date: RIGID FRAME ELEVATION 2"h 12 <0 I N . o 1 "..,. o "I <0 <D 1 -..., INSIDE FLANGE WxTxLEN 5 x 1/4" x 13'-7 7/8" 5 x 3/16" x 18'-1 1/16" 5 x 1/4" x 13'-7 7/8" . o 1 io Customer:SEA TOW SERVICES INTL. INC. City: SOUTHOLD Slole:NY Drafter: DLS Dole: B/27/03 Office: Job No.: Office: 4604 Shl, E3 of 11 70' -0" OUT - TO-OUT OF STEEL 25'-0" "0 I ':q- G 7 G-7 G-7 ---- [I%T HI "IDJ ------ -- ----- ---[-m-I lZlJ [Iir RFl-3 RFl-3 EC-5 ,[ 12'-0" ~ 14'-0" ~ 12'-0" 10'-0" I , 4 3 20'-0" 25'-0" 4 <0 f N "0 f ':q- "0 f "0 '" I '" '" I ;., . '" I N "0 f ':q- . 0 f "0 '" f '" '" I ;., EC-l ------------------ -------------- ----------------- E-l E 2 E 3 WF 2 DH 3 DH 2 DH 2 "0 I ':q- "0 I N SIDEWALL FRAMING: FRAME LINE A 70' -0" OUT - TO-OUT OF STEEL 3 2 25'-0" 20'-0" 25'-0" E-4 G-12 E-6 G-9 G-13 G-8 G-12 G-8 BA I I EC-8 RFl-l RF1-1 GIRT "-0. 1'-0. LAPS ~ON ~o. GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL FRAMING: FRAME LINE D BOLT TABLE: FRAME LINE A & D LOCA TION QUAN TYPE DIA LEN WF-l - WF-2 8 A325 5 8 2 MEMBER TABLE FRAME LINE A & D MARK WF-l WF-2 DJ-l DJ-2 DJ-3 DJ-4 DJ-5 DJ-6 DH-1 DH-2 DH-3 E-1 E-2 E-3 E-4 E-5 E-6 G-5 G-6 G-7 G-8 G-9 G-l0 G-11 G-12 G-13 CB-5 Ol YIotPIA STEEL BUILDINGS City: IotcKEES ROCKS State:PA Deslgner:JIotD Date: 8/21/03 Detaller: Date: Checker: Date: SIDEWALL FRAMING PART LENGTH W10631 15-8 W14641 21'-73/8" 8x25C16 9'-1 1/2" 10x25C14 15'-1 1/2" 10x25C15 15'-1 1/2" 8x25C16 15'-1 1/2" 10x25C15 15'-1 1/2" 10x25C14 15'-1 1/2" 8x25C16 3'-3 1/2" 10x25C15 11'-11 1/2" 8x25C16 13'-11 1/2" 10x30E12 24'-11 1/4" 10x30E12 24'-11 1/2" 10x30E12 24'-11 1/4" 10x30E12 24'-11 1/4" 10x30E12 24'-11 1/2" 10x30E12 24'-11 1/4" 8x25Z16 g' - 7" 8x25Z16 5'-3" 8x25Z16 g' - 7" 8x25Z12 25'-11 1/2" 8x25Z15 25'-11 1/2" 8x25Z13 22'-0" ax25Z16 22' -0" 8x25Z12 25'-11 1/2" 8x25Z15 25'-11, 1/2" 0.38 CBL 22'-5 CONNECTION PLATES FRAME LINE A & D DID MARK PART 1 CL020 2 CL002 3 CL025 4 CL213 5 CL214 6 BSCL Customer:SEA TOW SERVICES INTL. INe City: SOUTHOLD Slale: NY Drafter: DLS Date: 8/27/03 Office: Jab No,: Office: 4604 Sht. E4 of 11 GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. 2'-6" '0 I "' 2'-6" '0 I "' . o I "' "' I 'h A2" 12 '0 I ;,. '0 I "' '" I 'h A2" 12 '0 I ;,. D 40'-0" OUT-TO-OUT OF STEEL C B 13'-4" 13'-4" 13'-4" 'I ER-l ENDWALL FRAMING: FRAME LINE 1 A 40'-0" OUT-TO-OUT OF STEEL B 13'-4" 13'-4" ENDWALL FRAMING: FRAME LINE 4 A BOLT TABLE: LOCA TION ER 1 ER 2 ER-1-ER-l Corner _Column Column FRAME LINE 1 & 4 QUAN TYPE DIA 4 A3Z5 1 2 4 A3Z5 1/2" 4 A325 1/2" 12 A3Z5 1/Z" 2"~ 12 MEMBER TABLE FRAME LINE 1 & 4 MARK PART LENGTH EC 1 8x25C16 14 4 1 16 EC-Z 8X50D15 16'-5 3/8" EC-3 8X50D15 16'-5 3/8" EC-4 W8531 14'-6 3/8" EC-5 10xZ5C15 14'-4 1/16" EC-6 10xZ5C12 16'-5 3/8" EC-7 10xZ5C12 16'-5 3/8" EC-8 10xZ5C15 14'-4 1/16" ER-1 10X50D14 ZO'-1 1/Z" ER-Z 10X50D14 20'-1 1/z" DJ-l 8x25C16 9'-1 1/Z" DH-1 8xZ5C16 3'-3 1/Z" G-l 8xZ5216 11'-11' G-Z 8xZ5216 12'-7" G-3 8x25216 11'-7" G-4 8xZ5216 13' -3" CB-l 0.Z5 CBL 18'-3" CB-Z 0.Z5=CBL 16'-8" CB-3 0.Z5 CBL 16'-4" CB-4 0.Z5-CBL 17'-9" CONNECTION PLATES FRAME LINE: 1 & 4 DID MARK PART 1 CL003 2 CL081 3 CL083 4 CLOZO 5 CL028 6 CL050 7 CL1Z3 8 CLOOZ 9 CLOZ5 10 CL05Z 11 CLZ44 2'-6" . o I ;,. '0 I "' '" I 'h D 2"~ 12 Z'-6" '0 I ;,. b I "' "' I 'h CABLE NOTES: FIELD SLOT GIRTS FOR CABLE TO PASS-THRU. OLYNPIA STEEL BUILDINGS City: NcKEES ROCKS Slale:PA Deslgner:JND Dale: 8/21/03 Detaller: Date: Checker: Date: Customer:SEA TOW SERVICES INTL. INC. City: SOUTHOLD Slate:NY Dralter: DLS Date: 8/27/03 Office: Job No.: Office: 4604 ENDWALL FRAMING Sht. E5 of 11 25'-0" 70' -a" OUT - TO-OUT OF STEEL 4 MEMBER TABLE MARK PART P-1 10P25Z12 P-2 10P25Z12 P-3 10P25Z12 E-1 10x30E12 E-2 10x30E12 E-3 10x30E12 E-4 10x30E12 E-5 10x30E12 E-6 10x30E12 CB-6 0.38_CBL CB- 7 0.25 CBL 20'-0" 25'-0" D E 6 RF1-1 E 4 RF1-1 E 5 P 1 (Typ) P 3 (Typ) '" w u . "" o~ .1 ::> Of/) '" "- o o '" "" "'vi I I RFl-2 Gl "" ~ I I N ...... ... i'" o '" C6-7 C8_7 RC 02 B P 3 (Typ) P 2 (Typ) P 1 (Typ) (24) i I I' 02 ..., ! w u , ~ "" I RF1-2 ' "- 0", .1 ::> ... Of/) i'" '" I "- 0 0 i N 0 i '" I /" c,'<> A I E 1 RF1 3 E 2 RF1 3 E 3 PURLlN 2'-0" 2'-0", ROOF LAP ~" 12'-0" SHEETING ROOF FRAMING PLAN PANELS: 26 Ga. PBR Fern Green GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACK CHARGES FOR MINOR FIELD WORK. OLYMPIA STEEL BUILDINGS City: McKEES ROCKS Slole:PA Oeslgner:JMO Dote: B/21/03 Oetoller: Date: Checker: Dote: Customer:SEA TOW SERVICES INfl.. INC. City: SOUTHOLO Slole: NY Drafter: OLS Dole: B/27/03 Office: Job No.: Office: 4604 Shl. E6 of 11 ROOF FRAMING LENGTH 26 -11 1 2 24'-0" 26'-11 1/2" 24'-11 1/4" 24'-11 1/2" 24'-11 1/4" 24'-11 1/4" 24'-11 1/2" 24'-11 1/4" 21'-9" 18'-9" ~ <0 ~, E (Gutters with 4 downspouts & elbows) ;s: TRl04R TR120 TR060 TR214 TR125 TR140 TR142 TRl05R 0 ~T~T~h~ ~T~T~T~ I , I I I I I , , 0 0 0 N N N N N N N N - I , , I ;,. ;,. ;,. 11 041, TR042 TR041 , TR042 I I I I TR041, TR042 I '" I Trim 1) I I ~ I I I !J I' , , I I , "- , , 0 '" '" '" '" I I , , I I , , , , I.'.' '" - - ~ ~ '" '" '" '" '" 0 ITR041-;l <0 ~ I '" '" '" <0<0 '" I I", - ~ ~ - - - 1-- .... '" ... ... ... I",TR04~1 ... I~ 0 I 0 0 0 I 0 I I!: '" I!: '" -(rdm 39) I~ ~I '" II!: I .... .... I .... I I I~ ~I 0 0 0 0 c5 I I~ ... I ... ... ... I ... 0 0 0 0 ~ I~ ~I 0 I 0 '" I I!: '" '" I I~ ~, I!: !I!: .... .... .... -.J --1 , I - - " '<>' ~, E (Gutters with 4 downspouts & elbows) ;s: TR104R TR120 TR060 TR214 TR125 TR140 TR142 TRl05R 0 I - I I I I ~ ~ .- I' - 0 , I I , , I , , , I I I I , I , I , , , , , ~' .' '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" 0 <0'" I!: - ~ - ~ - - ~ - - - ~ - ~ ~ ~ ~ - - ~ ~ - - I~~ I rim 39) I I ~ I I , J TR104L TR105L o o '" o I!: -1 I. ~ApO SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R - Light Stone TRl04L TRl05L o o '" o I!: -1 I'LAP SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Ga. R - Light Stone GENERAL NOTES: MINOR FIELD WORK OF STRUCTLRAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. OLYMPIA STEEL BUILOINGS City: MoKEES ROCKS Slale:PA Designer: JMD Date: 8/21/03 Detaller: Date: Checker: Date: SIDEWALL SHEETING Customer:SEA TOW SERVICES INTL. INC. City: SOUTHOLO Slate:NY Drafter: DLS Date: 8/27/03 Office: Job No.: Olflc.: 4604 Sht. E7 01 11 I I I I L _ '~ r-- linin r-. r-. 1 II 1 - r-. r-. 1 1 1 '" I~~ '" 1 1 1 1 1 in in in in 1 -<0 r-. r-. r-. r-. ~TR041. tRo42 = ~ I1<0BO DECAL TR101 o ~ I 2'-0" . LAP TR080 "' '" I .~ ~ r-. 1 in ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R - Light Stane DECAL 1ii' TRl01 "'I I1<0BO .:JD TR080 .~ ~ - T - -, - - I - "'" I - = - I I l . . I"'''' r-. r-. 0- r-- I I I I '~ r-. 0- I 1 r-. I 1 1 in '" I~~ '" in 1 I I r-. I r-. r-. -OJ ~ - ~ ~ -OJ r-. -r-- 1 -<0 ~ - I ~ ~ -<0 - ~ ~ ~ I I I ~ I I , .. j ~ I 2-0 . LAP ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Ga. R - Light Stane GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAYBE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACK CHARGES FOR MINOR FIELD WORK. OL Y~PIA STEEL BUILDINGS City: ~cKEES ROCKS State:PA Deslgner:J~D Date: B/21/03 Detailer: Dote: Checker: Dote: ENDWALL SHEETING Customer:SEA TOW SERVICES INTL. INC City: SOUTHOLD Slate: NY Drafter: DLS Dale: B/27/03 Office: Job No.: Office: 4604 Sht. EB af 11 (2) .12 X 1 1/] 1 S.D.S. RA 1'-10 1/2' ~PURLIN FO-r 0' , ' , eL153 I I (If REQ'D.) I ~I 0 I 0 I/"F " CL081 <N.S.) CL083 (f,S.) '"- ;;10 II, II"~ .' 1/2'Q1Xl1/A' I. ' A307 BDL TS -< - (TYP,)(U,N,) <Q _ _ ~~~~rr~lI<L _n/~N~ BRACE BEY[JIID o (If REQ'D.) I (8) 1/2'Q1 X 1 3/4' o I A325 BOLTS ~~NDIJALL CCl.UMN (SINGLE GEE. DlJJIlLE GEE, CR 'WELDED MEMBER) . ~ COLUMN TO ENDIJALL RAFTER , , CL020 ~ I 1J/8' GIRT '\ I CL021 W/I0' GIRT (ill) .' , '0 ^ SIDEIJALL GIRT " ::~2' IJ/ 8' GIRT IIIfI 4' V/ 10' GIRT :: rCL020 " =01 r=- ~~ ~~ sa &5: " >> 1. - ~ <: r<l , 0-' I I ~'5~ \-CORNER COL:!N '--1/2'" X I 1/4' A307 SOL TS <TYP.)(U.N.) ENDVALL GIR CORNER COLUMN GIRT CONNECTION A"" (2) 3/4'" ~-;::-.... ~ ANCtm Jl(]L TS ~ .. >-(4) 1/2'" )( 1 3/4' A325 DOLTS (U.NJ I , ~ 2' 2' , ENDIJALL I (E4) ENDIJALL COLUMN BASE SECTION PURUN - CLIS> (IF REQ'D.) --- ~ ~ 2R wi 8R PURUN .:.. .-J 4R W/10- PURUN " 1/2-. II: 1 1/4'\ A307 BOLTS (m>.)(U.N.) p_ , - - 2' j .? \ .? , ... ~ ;: ~ ~6) 1/2" , I 3/" . \ AJ25 BOLTS '---a..081 ~F;NDWAll. COLU~N (SINGLE GEE, DOUBLE GEE (';;:;\ OR v.a.oED '-4EWBER) ~l)ENDIJALL COLUMN TO ENDIJALL RAFTER ~DW~ :~ CLD63 ~~ 2' w/ 8' GIRT t3~ ~' 4' 4' w/ 10' GIRT . h m_ ENDIJALL GIR;;; " ~ J~ - ~~IDEVALL GIRT : : r, I 1:,//'( rc;c= 'e I' " I~ t tel 0 -' - - ~11:1??~ 0-_' - >~ r~ ~ \ cu,.s----1 , '-- CL052 w/ (2) .12 X 3/4' TEK3 SoD,S. 1/2'" X 1 1/4' A307 BOLTS (TYP .XU.N.) N ~ CORNER COLUMN GIRT CONNECTION DIXR JAMB LOO2 (2) 1/2'. ANCI-IJR BCLTS w 21/2' (2) 1/2'. )( 1 1/4' A307 FIN NECK DOLTS 23/4' .' -=--i L ~ DOOR JAMB BASE SECTION EAVE STRUT r==u ENDIJALL RArT~1_ /~2) 1/2'" X 1 3/4' /' ----=A3.5 BOLTS ---J ~4 , ~ -q-" --(4) 1/2'" X 1 3/4' A325 DOLTS GIRT DEPTH I A ~QRNER L-1\ COLLMl V ~CORNER COLUMN TO ENDIJALL RAFTER CO) CORNER CCl.UMN ~ ~ c > ~ " (4) 1/2'. )( 1 3/4' A325 BOLTS ~003 <N.S, .. f.s.) 1/2" X I '/~ A307 BOLTS (TYP.)(U.N.) CL020 2' 'W/S' GIRT \. 'W/I0' GIRT F =, - .> -e-: 0 I -e-, 0 END'WAlL COLUMN rCL020 o 0 o 0 ENDWALL GIRT./ (c1) ENDIJ ALL COLUMN GIRT CONNECTION <> r003 IJ ~ ~ -(4) 1/2'. )( 1 3/4' A325 BOLTS 4L1: ~ ENDIJALL COLUMN BASE SECTION 1 SEE ROIJF' PLAN I ~' 'W/ S' PlRLIN I 4' 'W/ 10' PlRLIN I I o 0 10 0' <~ , ~, -< ___~____o__o__ _~~ ~~ ~I -7(LAOO< RIGI~_~_~ I (/~;~~~'D' RAf"TER ' ~ ~ ~ ENDIJALL RAFTER PEAK CONNECTION (Gi) FLANGE BRACE AT PURLIN LAP - (2) 3/4'. ANCl-(]R Jl(LTS .' END'WALL 2' 2' 8" CORNER COLUMN BASE SECTION PlJRUN ~ 1/2'\11 Xl 1/4' A307 D.. TS (TYP,)(U.N,) . ~fh. \CL122 I,//S' RAFTER IJ1 \ CL123 IJ/I0' RAfTER -~\ ~----- 01 10 - \ I 0"0 <:> --- I'---" = CL153 (IF REQ'D,) --- ~- -~ - - - - -..... (4) 1/2'. X 1 3/4' A325 BCL TS ...,--'\ '--ENDVAlL RAFTER ~ - ~E~D'WAlL GIRT END'WAlL CCl. (2) 3/4' ANCH:R BOLTS ~I SEE RlXF PLAN 1/2'\11 II: 11/4"\ A307 BCL TS I (TYP.) <U.N,) .=1 <> <> CL020 2' W/S' GIRT \ V/to' GIRT 1/2'" X 1 1/4' A307 BOLTS (TYP.XU.N.) END'WAlL COLUMN /CL020 / ~ 0 10 , , ~ 0 ,0 - II -e-: 0 , -e-, 0 f '--j ~ - ~;D'WALL GIRT END'WALL GIRT./ I ~ ENDIJALL COLUMN GIRT CONNECTION '" ~ END'WALL COLlIHN (2) 3/4" ,:;:\. ANCHOR BCL TS '\ . /BASE PLATE ~ ~ --'e ~% ~~ -~ ~w = SIoI (E3) ENDIJALL COLUMN BASE SECTION < ~ ~ ~il.~/5Z \~ ~'D') /GI-// ~ ~:~ ~~~TT IV. 0 0 ~ .~~-<> o ? 10 0' I 1/2"' X 1 1/4') N I I A307 BOLTS (TW.) (U.N.) I SEE SIDE'WALL ELE~ SEE SIDEWALL REi (HI) FLANGE BRACE AT GIRT LAP OL YNPIA STEEL BUILDINGS City: NcKEES ROCKS I Stal.:PA O..lgner: JNO Date: 8/21/03 OetaUer: Date: Checker: Date: Customer:SEA TOW SERVICES INTL. INC City: SOUTHOLD I SIal.:NY Orall.r: OLS Dol.: 8/27/03 Office: Jab No.: Ollie.: 4604 Sht. E9 01 11 DETAIL DRAWINGS RIGID FRAME COLUMN r CLOZO DOOR JAMB I1/Z'1& x I 114' A307 BOLTS (TYP,) (U.N.) 3'-0' 1'-10 liZ' ~ FLANGE BRACE AT GIRT LAP . 1 (Z) lIZ'1& X 1 114" A307 FlNNECIC Z" 1,// S' GIRT BOLTS 4' 1,// 10' GIRT " ODOR JAMB N GIRl 1/2'1& x 1 1/4" A307 BOLTS (TYP.XU.N.). c;2) GIRT TO DOOR JAMB I,/ALL PANEl: .12 X I 1/4" S.O.S. INSIDE CLOSUR (IF REQ'D) TROOI <IF REQ'D) OPTIONAL . SHEETING NOTCH (SEE DE:TAIL ON I 11 1/Z" SHEE:TED ~ BY OTHERS, MUST BE ADEQUATE TO SAFELY RESIST THE LOADS IN THE REACTION REPORT (IF' APPLICABLE> @ BASE TRIM SECTION SEE I)RAW'ING F[R BOlT SIZE AND TYPE ~ SEE DRAW'ING F'OR Bo...T SIZE AND TYPE 'w'F-2 W'F-I VIND BENT & RAFTER CONNECTIONS (3) #12 X I 1/4' S.D.S, EACH END Of RA (U) PURLIN JAMB SUPPORT ANGLE RA (FIELD MODIFY T[] FIT) FIELD LOCATE I! ;t 1'-0' FROM JAMB LOCATION. 112'. X 1 1/4' A387 BOLTS (TYP.XU.N,) DOOR JAMB DOOR JAMB TO EAVE PURLIN EPVE STRUT (Z) l/Z"" X I 3/4' A325 BOLTS END'w'ALL RAfTER o (j7) CORNER (L6) '''"--(8) I/Z'1ll X I 3/4' A325 BOlTS CLOSI CORNER COLUMN COLUMN ro ENDVALL RAFTER /'WALL GIRT ...............CL020 ---1I2'~ x 1 1/4' A307 BOLTS (TYP,)(U.N.> '-DOOR JAMB DOOR JAMB TO VALL GIRT EAVE STRU <TYP.) J2S ~I (2) l/Z'1& X 1 A325 BOLTS RIGID FRAM COLUMN @ EAVE STRUT TO RIGID FRAME 1/2'. x I 1/4' 11307 BOLTS (TYP.)(UN.) DOOR JAMB (M1) HEADER TO DOOR JAMB (2) 1/2'1& X 1 A325 BOlTS RIGID FRAME COLUMN ~ CABLE (Q2) EAVE STRUT SEE FRAME CROS SECTION FOR BOLT SIZE: AND QUANTITY RIGID FRAME RAFTER EAVE STRUT TO RIGID FRAME STRAND EYEBOLT SLOT IN 'WEB TO INSERT HILLSIDE "'ASHER AND EYEBOLT CL244 <IF REQ'D.> HILLSIDE 'WASHER NUT DIAGONAL CABLE BRACE CONNECTION OLYMPIA STEEL BUILDINGS City: McKEES ROCKS Designer: JMD Date: DetaHer: Checker. Date: Date: Customer.SEA TOW SERVICES INTL. INC. City: SOUTHOLD State: NY Drafter: DLS Date: 8/27/03 Office: Job No.: Office: 4604 State:PA 8/21/03 DETAIL DRAWINGS Sht. El0 of 11 *12 X 1 1/4" S.D.S. (1'-6" O.C.) DOOR JAMB TR042 @ 8' JAMB TR043 @ 10" JAMB (IF" REQ'D) TRIM TR040 ~ DOOR JAMB TRIM , 'I [ ENDIJALl: PANEL SIDEIJALL PANEL TR020 BUILDING CORNER DETAIL " HEADER 'WALL PANEL 112 X 1 1/4 S.D.S. (1'-6" o.c.) *12 X 1 1/4" S.D.S. TR042 @ 8" HEADER TR043 @ 10" HEADER (IF" REQ'D) INSIDE CLOSURE TRIM TR041 ~ HEADER TRIM TR120 GUTTER END CAP DETAIL .12 X 1 1/4' S.D.S. (SS) TRIM TR140 w/(2 .14 X 7/8" S.D.S. (3'-0' O.C.) (SS) TRIM TRI20 TRIM TR060 "---1112 X t 1/4" S.D.S. ~ EAVE STRUT 114 X 7/8" S.D.S. (1'-0' O.C.)(SS) 1104 X 7/8" S.D.S. <1'-0" o.C.) OUTSIDE CLOSURE 'WALL PANEL (TriM_l~ GUTTER TRIM SECTION TRieD <EAVE GUTTER) GUTTER/DO\JNSPIJUT ASSEMBLY (TriM_3~ RAKE TRIM SECTION WALL PANEL RIDGE CAP PEAK DETAIL END'w'AL PANEL --001 (TriM_39) CORNER TRIM SECTION OLY~PIA STEEL BUILDINGS City: McKEES ROCKS Designer: JMD Dote: Detaller: Dote: Checker: Date: State:PA B/21/03 Customer: SEA TOW SERVICES INTL.. INC. City: SOUTHOLO Stat.:NY Oraft.r: OLS Oat.: 8/27/03 Office: Job No.: Offlc.: 4604 TRIM DRAWINGS Sht. Ell of 11