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Home My WebLink About31637-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33623 Date: 03/30/09 THIS CERTIFIES that the building COMMERCIAL BUILDING SOUTHOLD Location of property: 61205 MAIN RD (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 56 Block 3 Lot 13.4 Filed Map No. __ Lot No. __ subdivision conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 8, 2004 pursuant to which Building permit No. 31637-Z dated DECEMBER 1, 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 COMMERCIAL BUILDING AS APPLIED FOR PER ZBA #5407, DATED 1/8/04. The certificate is issued to MAIN ROAD BROKERAGE INC. (OWNER) of the aforesaid building. SUFFOLK COUN~fY DEPART~T OF }~%LTH A~PROVAL C10-03-0010 RT.RCTRICAL C~TIFICATH NO. PL~ U~KTIFICATION DA'i-~ o6/05/o8 30oo7o6 05/01/07 05/30/08 PECONIC PLUMBING & HEAT /uth~r i z ed/S ignature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ ~,' ~<~/ This application must be filled in by typewriter or ink and submitted to the Building Department with ~e 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 o f electrical installation from Board of Fire Underwriters. 4. Swom 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: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to d,,'Mling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.0o, Businesses s-q0.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $:5.00, Co,~nercial $15.00 Date. ~ New Construction: ~ Old or Pre-existm~Building: (check one) LocationofProperty: (ol~ ~ (h(~0x,v'3~O(~, House No. '-~ ~.reet ~ Hamlet Olvner or Owners of Property: .~ Ck t Ir"l Suffolk County Tax Map No 1000, Section ~-~ 'C~ Block (~,_~ Lot Subdivision ~ Filed Map. Lot: PermitNo.~l(9'7~0~7~ Dateofeermit. Applicant:0/~[~.l~t%L~5/ , Health Dept. Approval: Underwriters Approval: Plalming B°ard Appr°val: 'V//__" ~~-- - Request for: Temporary Certificate Final Certificate: __ Fee Submitted: $ ~ ~_.F_~ "-~,C>(g'¢ / Applicant Signature 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 SOUTI-IOLF~ CERTIFICATION Date: Buildin~ Perm. i: 1~. '~1 ~.0 ~ Owner: i"~Oo,./VX. 2C~%C)K ~le~o p~nt) ~le~e print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~' (P~an~bers Sign~)~-- Swom to before me this ~ day of /g}~., t/ , 20~2.~ /. County BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC * ALBERTSON MARINA PO BOX 164 61205 RT 25 CUTCHOGUE, NY 11935-2453, SOUTHOLD, NY 11971 Located at 61205 RT 25 SOUTHOLD, NY 11971 Application Number: 3000706 Certificate Number: 3000706 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 1st Day of May, 2007. Name QTY Rate Rating Circuit Type Miscellaneous over head door motors-3 1-60a compresser disconect Alarm and Emergency Equipment Combo Exit and Emergency Light 6 0 Appliances and Accessories Furnace 1 0 Oil Time Clock/Switch 2 0 Exhaust Fan 4 0 F.H.P. Panels 1 100 11 1 100 21 Wiring and Devices Outlet 23 0 Fixture Fixture 54 0 Flourescent Fixture 7 0 High Intensity Outlet 76 0 General Purpose seal Receptacle 77 0 General Purpose Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC PO BOX 164 CUTCHOGUE, NY 11935-2453, * ALBERTSON MARINA 61205 RT 25 SOUTHOLD, NY 11971 Located at 61205 RT 25 SOUTHOLD, NY 11971 Application Number: 3000706 Certificate Number: 3000706 Section: Block: Lot: Building Permit: BDC: ns11 Described asa Commercial C'~J ~2,3.~"~ occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ]st Day of May, 200?. Name OTY Rate Rating Circuit Type Switch 34 0 Receptacle 19 0 Paddle Fan 4 0 Disconnect 1 0 Service 3 Phase 4W Service Rating 200 Amperes Service Disconnect: 1 Meters: 1 General Purpose GFCI 60a Air Conditioner 200 cb seal 2 of 2 This ce~ificatemay not be altered in any way and is validated only by the presence of a raised sealatthe location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~]ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31637 Z Date DECEMBER 1, 2005 Permission is hereby granted to: ROAD BROKEP, AGE INC MAIN PO BOX 937 SOUTHOLD,NY 11971 for : FOUNDATION (PILINGS) PERMIT AMENDED TO CONSTRUSTION OF A BUSINESS BULDING AS PER ZBA, TRUSTEES, DEC, PLANNING AMD SCHD WITH FLOOD PERMIT. at premises located at County Tax Map No. 473889 Section 056 pursuant to application dated JANUARY Building Inspector to expire on JUNE Fee $ 4,470.00 61205 MAIN RD SOUTHOLD Block 0003 Lot No. 013.004 8, 2004 and approved by the 1, 2007. Rev. 5/8/02 ORIGINAL James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0304C Date: March 25, 2008 THIS CERTIFIES that the construction of a steel building, improved parking area, septic system and a concrete pipe in the vector ditch At 61205 Main Road, Southold, New York Suffolk County Tax Map # 56-3-13.4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 03/08/04 pursuant to which Trustees Permit # 5889 Dated 04/21/04. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction ora steel building, improved parkin~ area. septic system and a concrete pipe in the vector ditch The certificate is issued to ALBERTSON MARINE owner of the aforesaid property. Authorized Signature Board Of $outhold Town Trustees SOUTHOLD, NEW YORK ISSUED TO ALBERTSON MARIN~ .............................................................. utlt rizatian ant to the provisions of Chapter 615 of the Laws of Pursu. -. .. · , no~. ~nel Cheerer 404 of the Laws of the the State ct I~le.w ~,or.~.Lo-o,7'L~- cA:ak^ To~n Ordinance ea- . State of New Yor~ Iwz: aha ~nu u~, .... Id OBSTRUCTIONS titled ,"REGULATING AND THE pLACING OF IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS'UNDER TOWN WATERS:~!. and in accordance with the Resolution of The Board adopted at a meeting held on .... . .~ ..... f ¢ ~50.00 pald by William Witzke of Albertson Marine ............... ~ ........................... Southol~ . . Iq. Y. and Su~lect ~o the Wet,and Permit to cons~..t a , --~'- s-stem, and to install a concrete pipe ne! and as depicted on the site plan prepared by S.L. Maresca last dated June 16. 2003. all' in accordance With the dete~d spec'rficetlons as pre~ented in .the originating appfication. · IN WITNESS WHEREOf:, The said Board Of Trustees here- by causes its Corporate. S~.,al to~ be affixed, and these.~.'.esents to be subscribed by a',malorHY eT the said Board as of t~is date. - · NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-03324/00001 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE December 20, 2004 EXPIRATION DATE(S) December 19, 2014 TYPE OF PERMIT · New [] Renewal r~ Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation · Article24: FreshwaterWetlands [3 Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO William M. Witzke ADDRESS OF PERMITTEE P.O. Box 937, 1500 Main Road, Southold, NY 11'971 ITELEPHONE NUMBER (631) 765-3232 CONTACT PERSON FOR PERMI'Iq'ED WORK TELEPHONE NUMBER Mc Carthy Management Inc., 46520 County Road 48, Southold, NY 11971 (631) 765-5815 NAME AND ADDRESS OF PROJECT/FACILITY AIbertson Marine~ 61205 Route 25, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct 12,000 sq. ft. building and install a concrete pipe within 100' of freshwater wetlands SO- 22. All work must be done in accordance with the attached plan prepared by S.L. Maresca on 9/3/04 and stamped NYSDEC approved on 12/20/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: Roger Evans (CAF) AUTHORIZE~GNA~ IADDRESS Region 1 Headquarters BId~l. #40, SUNY, Stony Brook, NY 11790-2356 December 21, 2004 Page 1 of 4 Albertson Marine Piling Plan - Property is in Flood Zone AE8 - Flood permit required. - Certify that the piling foundation will be state code compliant, including seismic and loading. First floor finished elevation must be noted. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND William Witzke Albertson Marine, Inc. Po Box 937 Southold, New York 11971 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 Albertson Marine Main Road, Southold, NY SCTM #: 1000-56-3-13.4 Dear Mr. Witzke: At your written request dated January 17, 2008 requesting a final inspection. This letter is to advise you the Planning Department staff performed a site visit on February 11, 2008 for the final site plan inspection on the above mentioned project. In reference to site plan approved on February 15, 2005, the Planning Board held a work session on February 11, 2008 to discuss the Planning Department staff site visit comments. The Planning Board has determined the site plan requirements have been satisfied in accordance with referenced site plan. The Planning Board recommends a certificate of occupancy be issued and include the following items: · The Planning Board acknowledges and accepts the change from the February 15, 2005 approved site plan to the layout of the handicap parking spaces in the front. · The Planning Board acknowledges and accepts the change from the February 15, 2005 approved site plan to the landscape as submitted on the revised plan May 22, 2007 prepared by Created Environmental Design. · As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which is diseased or dead within three (3) years of receiving final site approval after site work is completed. · All outdoor lighting shall be shielded so that the light source 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. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, ~/~erilyn B .~Woodhouse Chairperson Cc: File, Building Department COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 09/26/08 Data filename: McC_ENERGY AIbertsenGpermit06.cck Section 1: Project Information Project Type: New Construction Project Title: Albertson Marine Construction Site: 61205 Route 25 Southold, NY, NY 11971 Owner/Agent: Albertson Marine Designer/Contractor: McCarthy Management 631-765-5815 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct.: 8% Activity Tvoe~s) Retail Sales, Wholesale Showroom Floor Area 12024 DEPT. I Section 3: Requirements Checklist I ai~z~ r~rrn :~:~"~'~ ~'~" '~q"lff .... 'iqiiqiiii;ili'ffJ' Climate-Specific Requirements: Component Name/Description Gross Area Cavity ConL Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof - metal bldg: Metal Root with Thermal Blocks Insul deck - toilet/office cig: Non-Wood Joist/Rafter/Truss Exterior Wall - south high: Metat Wall without Thermal Blocks Window round: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Windows high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Exterior Wall - 12' south Iow: Metal Wall without Thermal Blocks Comments: IntWall-5/8"drywall=R56 each layer Window @ door: Vinyl Frame:Double Pane, Clear, SHGC 0.45 Windows Iow: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Door 1: Glass, Clear, SHGC 0.52 Exterior Wall - west high: Metal Wall without Thermal Blocks Window high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Exterior Wall - 12' west Iow: Metal Wall without Thermal Blocks Comments: intWall-5/8"drywall=R.56 each layer Exterior Wall - east high: Metal Wall without Thermal Blocks Window high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Exterior Wall - 12' east Iow: Meta~ Wall without Thermal B~ocks Comments: IntWall-5/8"drywa[l=R.56 each layer Window row: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Door 6: Overhead Door 7: Solid 4850 19.0 0.0 0.070 0.059 2131 16.8 0.5 0.063 0.059 2167 13.0 0.0 0.123 0.090 30 ...... 0.330 0.598 310 ...... 0.330 0.598 1200 19.0 0.6 0.095 0.090 12 ...... 0.330 0.598 292 ...... 0.330 0.598 41 ...... 0.450 0.598 790 13.0 0,0 0.123 0.090 60 ...... 0.330 0.598 840 19.0 0.6 0.095 0.090 790 13.0 0.0 0.123 0.090 50 ...... 0.330 0.598 840 19.0 0.6 0.095 0.090 92 ...... 0.330 0.598 224 ...... 0.300 0.142 63 ...... 0.450 0.142 Exterior Wall 5 high Demise: Metal Frame, 16" o.c. Comments: IntWall-dragonboard=R,56 each layer Exterior Wall 4 Iow Demise: Metal Frame, 16" o.c. Comments: IntWall-dragonboard=R.56 each layer Doors 5: Solid Exterior Wail 6 around stairs: Metal Frame, t6" o.c. Comments: IntWall-dragonboard=R.56 each layer Floor slab - metal bldg: Slab-On-Grade:Heated, Continuous 2228 16.8 0.9 0.107 0.090 1138 16,8 0.9 0.107 0.090 63 ...... 0.450 0.142 492 16.8 0.9 0.107 0.090 352 --- 10.0 ...... (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: I~ 1. All joints and penetrations am caulked, gasketed, weather-stripped, or otherwise sealed. F3 2. Windows, doom, and skylights certified as meeting leakage requirements. [] 3. Component R-values & U-factors labeled as certitied. [] 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ~1 5. Fireplaces installed with tight fitting non-combustible fireplace doors. [] 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [] 7. Cargo doors and loading dock doors are weather sealed. [] 8. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketod; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [] 9. Vapor retarder installed. Section 4: Compliance Statement Comp/Janco Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Cede. Name - Title Signature Date Permit Number Checked By/Date Envelope Compliance Certificate New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: McC_ENERGY_AlbertsonF.cck Section 1: Project Information Project Name: Address: Owner/Agent: Designer/Contractor: Telephone: Document Author: Telephone: Date: McC_Albertson Marine 61205 Route 25 Southold, NY Albertson Marine McCarthy Management 631-765-5815 WTMA 516-938-9662 4-26-06 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 1 lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Window / Wall Ratio: 0.08 Activity Type(s) Retail Sales, Wholesale Showroom Floor Area 12024 Section 3: Requirements Checklist Bldg. I Dept. I Use I [ ]l [ ]1 [ ]1 [ 11 [ ]1 [ 1t [ 11 Air Leakage, Component Certification, and Vapor Retarder Requirements 1. AIl joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-factors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) i[stalled inside appropriate air-tight assembly with a 0.5 inch clearance from combustible matOrials and with 3 inches clearance from insulation material. 8. Vapor retarder installed. Climate-Specific Requirements Component Name/Description Roof- metal bldg: Metal Roof with Thermal Blocks Insul deck - toilet/office cig: Non-Wood JoisfflLafter/Tmss EW YORK Comments: Exterior Wall - south high: Metal Wall without Thermal Blocks Comments: Window round: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Windows high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Comments: Exterior Wall - 12' south low: Metal Wall without Thermal Blocks Comments: IntWall-5/8"drywall=R.56 each layer Window ~ door: Vinyl Frame:Double Pane Clear, SHGC 0.45 Windows low: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Door 1: Glass, Clear, SHGC 0~20 Exterior Wall - west high: Metal Wall without Thermal Blocks Clear, SHGC 0.20 Comments: Window high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Exterior Wall - 12' west low: Metal Wall without Thermal Blocks Comments: IntWall-5/8"drywall=R. 56 each layer Exterior Wall - east high: Metal Wall without Thermal Blocks Clear, SHGC 0.52 Window high: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Exterior Wall - 12' east low: Metal Wall without Thermal Blocks Comments: lntWall-5/8"drywall=R. 56 each layer Window low: Vinyl Frame:Double Pane, Clear, SHGC 0.52 Door 6: Overhead Door 7: Solid Exterior Wall 5 high Demise: Metal Frame, 16" o.c. Comments: IntWall-5/8"drywall=R56 each layer Exterior Wall 4 low Demise: Metal Frame, 16" o.c. Comments: IntWall-5/8"drywall=R. 56 each layer Doors 5: Solid Exterior Wall 6 around stairs: Metal Frame, 16" o.c. Comments: IntWall-5/8"d~ywall=K56 each layer Floor slab - metal bldg: Slab-On-Grade:Unheated Vertical 4 ft. Comments: Insul. both sides of fdn. wall Gross Cavity Cont. Proposed Budget Are~ R-Value R-Value U-Factor U-Factor 4850 19.0 0.0 0.070 0.059 2131 60.0 0.0 0.029 0.059 2167 11.0 0.0 0.133 0.090 30 ...... 0.330 0.598 310 ...... 0.330 0.598 1200 24.0 0.6 0.084 0.090 12 ..... 0.330 0.598 292 ..... 0.330 0.598 41 ..... 0.420 0.598 790 11.0 0.0 0.133 0.090 60 ..... 0.330 0.598 840 24.0 0.6 0.084 0.090 790 11.0 0.0 0.133 0.090 50 ..... 0.330 0.598 840 24.0 0.6 0.084 0.090 92 ..... 0.330 0.598 224 ..... 0.450 0.142 63 ..... 0.450 0.142 2228 21.0 1.1 0.099 0.090 1138 21.0 1.1 0.099 0,090 63 ..... 0.450 0.142 492 21.0 1.1 0.099 0.090 352 --- 20.0 ...... (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 0.4% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belilf, and professional judgment, such plans or Sll~Cifications are in compliance with this Code. Principal Envelope Designer-Name Signature Date THAM D & GRAVEL, INC. 35180 Route 48 · P.O. Box 608 · Peconic, NY 11958 Office (63 l) 734-6800 · FAX (631) 734-2318 · Evening (63 I) 765-2382 Main Road Brokerage, Inc. a/Ida Albertson Marine, Inc. PO Box 937 Southold, NY 11971 Re: New Office Building Main Road, Southold January 10, 2006 Piling Certification Piling driven for concrete grade, beam & pedestals as follows: JDH:mgl Sixty-three (63) piling located by surveyor as per piling plan ofS. L. Maresca Associates dated 9/29/05. Six (6) piles driven for two (2) additional pedestals located by owner. Piles used were 10" butt, 1.0# CCA-C treatment, 15ft minimum penetration. All piles driven by drop hammer, hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. All piles in excess of 15 ton minimum capacity. The piling were driven to existing grade, excavated around, and re-driven to 6" above footing grade. All piles were driven without refusal. driven December 12 through December 19, 2005. Ttfully submitted~ John D. Hocker, P.E. Vice President Marine Con~mction · Dredging · Prccast Cesspools · Grovel · Fill * Topsoil * Excavating and Land Development 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 765-9064 http://southoldtown.northfork.net JAI I 6 2004 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 8, 2004 Appl. No. 5407 - MAIN ROAD BROKERAGE, INC. Property Location: 61205 Main Road, Southold; Parcel 1000-56-3-13.4. 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 47,437 sq. ft. parcel is an unimproved lot located in the Marine II Zone District, with 177 ft. frontage along the north side of the Main Road, and lot depth of 269.97 feet along the west side, 226.51 feet along the east side, and 184.92 feet along the rear lot line adjacent to the Long Island Rail Road, Southold, as shown on the March 29, 1983 survey map prepared by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's October 15, 2003 Notice of Disapproval, citing Section 100-122, in its denial of a building permit application for the reason that the proposed marine showroom warehouse is located at less than 35 feet from front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 18, 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 REQUESTED: Applicant wishes to construct a new marine showroom/warehouse building with a front yard setback of 25 feet, instead of the code required 35 feet. A 50 ft. wide right-of-way easement runs along the westerly line of this lot as access to other properties to the north. The Building Inspector has determined the westerly lot line to be a front yard line, requiring a minimum 35 ft. setback as a corner lot (instead of a 25 ft. minimum for a side lot line). 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. Applicants wish to construct an 11,400 sq. ft. Page. 2 - January 8, 2004 Appl. No. 5407 - Main Road Brokerage 56-3-13.4 marine showroom/store/warehouse building. The property is zoned Marine II and has two front yards, stemming from a private right-of-way on the west side of their property. The Code requires a 35 ft. setback, and the applicants propose a 10 ft. reduction for a 25 ft. setback. The building is located at 25 feet from the right-of-way, and the site activity is minimized to the neighbors who will use the right-of-way on the west side. At least 50 percent of the surrounding area is used for marine purposes, and the right-of-way does not face residential front yards. 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 applicants propose to move from thei,r~l~resent building on the opposite side of the Main Road (NYS Route 25) to this larger facility for the~Fi'narine operations. The is no alternative but to request a variance for a 10 ft. reduction. 3. The difficulty was self-created because a smaller building could have been proposed, however, since the private right-of-way is for limited use by owners of property on the opposite site of the Railroad tracks, the activities will be less intense. 4. No evidence has been submitted to suggest that a variance in this Madne II Zone District will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new building, 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 Orlando, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the plan prepared by S.L. Maresca, P.E. revised 6/16/03. 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 Oliva (Chairwoman), Goehringer, Tortora, and Orlando. (Member Dinizio, newly appointed 1/6~e~bst in ).~' Res?ution was duly adopted (4-0). Ruth D. Oliva, Chairwoman 1/14/04 Approved for Filing Albertson Marine - Paqe Two - 2/15/05 WHEREAS, on January 8, 2004, the Southold Town Zoning Board of Appeals reviewed the proposed construction and granted the variance as applied for under Appeal Number 5407; and WHEREAS, on August 27, 2004, the New York State Department of Transportation issued a Highway Work Permit under Case Number 10-04-0360; and WHEREAS, on October 8, 2004, the Suffolk County Department of Health Services approved the application under Reference Number C10-03-0010; and WHEREAS. on December 21, 2004, the New York State Department of Environmental Control issued a Freshwaters Wetlands Permit under Permit Number 1-4738- 03324~00001; and WHEREAS, on April 13, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.7, performed a coordinated review of this Unlisted Action. The Planning Board established itself as lead agency and, as lead agency made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on April 21, 2004, the Southold Town Trustees reviewed and approved the proposed construction under Permit Number 5889; and WHEREAS, on January 4, 2005, the Architectural Review Committee reviewed and approved with conditions the architectural drawings and associated site plan materials and the Planning Board has accepted this approval; and WHEREAS, on January 14, 2005, the Southold Town Building Inspector reviewed and certified the site plan for "boat yard use"; and WHEREAS, on January 24, 2005, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board has accepted his recommendation; and WHEREAS, on January 27, 2005, the Suffolk Department of Public Works. on behalf of vector control, reviewed the propose project and recommended that continued access to the existing culvert be maintained for repair or replacement as needed and the Planning Board has accepted the recommendation; and WHEREAS, on February 14, 2005, the applicant submitted a SPDES General Permit (NYR-10H057) for Storm Water Discharges (General Permit Number GP-02-01) from the New York State Department of Environmental Conservation for the construction activities; 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 Albertson Marine - Pa.qe Three - 2/15/05 WHEREAS, the following six items are incorporated and included in the site plan: 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; and 2. All signage shall meet Southold Town Zoning Codes and shall be subject to approval of Southold Town Building Inspector; and Owner/applicant and agent agrees to allow appropriate authorities to access the property for purpose of maintaining the drainage pipe as noted on the site plan; and .. 4. All exterior lighting shall be submitted to the Planning Board for review prior to installation, 5. All signage fixed/mounted or freestanding shall be submitted to the Planning Board for review prior to installation. The applicant submits new drawings to the Planning Department for review by the Architectural Review Committee (ARC) that detail a simplified pediment on the front elevation as conditioned by the A.R.C. January 4, 2004; 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 and certified by Steven Maresca Professional Engineer, dated August 20, 2004 and last revised February 1, 2005, and authorize the Chairperson to endorse the final site plans subject to a one year review from the date of the issuance of the building permit. Very truly yours, ~xferilyn B. Woodhouse Chairperson encl. CC: Building Dept. ~Je Highway Dept./Office of the Town Engineer Date: November 21, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Plumbing Inspection Main Rd. Brokerage 61205 Main Rd. Southold, NY 11971 Permit~ 31637 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. erely James J. Deerkoski ~--t3ate: July 6, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Plumbing Inspection Main Rd. Brokerage 61205 Main Rd. Southold, NY Permit# 31637 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. ",,2hm~rkoski TMA 21 SUtUVAN DRIVe, JERICHO, NY 117S3 TEL. 516.938.9662 FAX. 516.681.7134 W'TMA o OPTONUNF~NET BLDG. OEPT. TOWN OF SOU'[HOLD March 17, 2009 Town of Southold Building Department Town Hall 53095 Main Street Box 1~79 Southold, NT 1197~ Re: Albertson Marine Energy Certification To whom it may concern: Albertson Marine New Construction has been certified for meeting the energy requirements of N.Y. State. Sincer~e~. 2~ours, William T. Medlow RA /ja 1,5/TMA 21 SULLIVAN DRfl/E,JERICHO, NY 11753 TEL. 516.938.9662 FAX. 516.681.7134 WTMAe O~rONLIN~: Nk'T ~AR ~.~- 2009 BLDG. DEPT. TOWN OF SOUTHOLD March 17, 2009 Town of Southold Building Department Town Hall 53095 Main Street Box 1~79 Southold, NT 11971 Re: Albertson Marine Mezzanine Rail Certification To whom it may concern: Albertson Marine New Construction has been certified for meeting the N.Y. State code requirements for the mezzanine edge barrier. Sincerely yours, William T. Medlow RA /ja TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [~F~IRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~L-ATION [ ] FRAMING / STRAPPING [ ~,"]'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C~ISTRUCTION [ ] FIRE RESISTANT PENETRATION ~.~ ~ ~ :MARKS: _~ ~'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]~JLATION [ ,,"]~FI NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI,S'r~NT. CONSTRUCTION[ ] FIRE RESISTANT PENETRATION · 'MARKS: /~ INSPECTG TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ~/~- ~ ~ ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~/FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMAR. KS. N DATE /-//-0~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INStILlATION [ ] FRAMING / STRAPPING [,,~'FINAL' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~.~, _~ c~__~ FIELD INSPECTION REPORT I DATE I ,~ CO~V[MENTS FOUNDATION (2ND) ROUGH F~G & ~SULATION PER N. Y. STATE ENERGY CODE ~DITION~ COMmNTS TOWN OF SOl.giLD ~)ILw~IHN??LEi~fRTMENT SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration 20 __ : . ~' .....t.k_, !hi i[J6L OCTZ82°°5 PERMIT NO. ,~} ~,?-~-~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, b~fore applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: ¥~J /~ Mai to:!Vt,"t;O4 APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. Th/s application MUST be completely filled 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 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 author/ze, 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 Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit author/zed inspectors on premises and in building for necessary, inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is/~wner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner o f premises~~ 0 i ~C.~~ebo~l~o~r laO~ttes0qt ~e~d) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on w--'h-iEh~opos, ed work will b~;~ne: House N~b~ S~eet ' H~let County Tax Map No. 1000 Section ~ [o Block ~ Subdivision Filed Map No. (Name) 3. Nature of work (check xvhich applicable): New Building Repair Removal Demolition 4. Estimated Cost (-0 q~) ~ / 5. If dwelling, number of dwelling units If garage, number of cars State existing use and occupancy o f pre~i~es and intend~ use -and~park6~ f proposed cons~tion: a. Existing use and occupancy b. Intended use and occupancy Addition Alteration Other Work (Description) Fee (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 Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories Rear 8. Dimensions of entire new construction: Front Rear .Depth Height Number of Stories 9. Size oflot: Front I~r7 Rear ~q~'],~-'-~/ DepthoQ,~l_~ 5~? 10. DateofPurchase~-~'lqiO/ _NameofFonnerOwner/~nACeu, l..e¢,¢r~l {~r 11. Zone or use district in which premises are situated [~ / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES ~ N.O Will e,~cess fill be removed from pre/q~ise~? YES. ~NO 14. NamesofOwnerofpremises' J~;~,tolCa~o~- Address ~g-u. LAold ,ID~1 PhoneNo. Name of Architect Address Phone No Name of Contractor ~e~oaht'h~, l/lqq'¥~d- 0-4xO_ Addressq//~g/O ~t~ qg PhoneNo.(~t-76,6'~g"Sf16 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? YES:~NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property witl4n 300 feet of a tidal wetland? * YES'k_ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 below, must provide topographical data on survey. STATE OF NEW YORK) %_~~ ~ _~"~D'~ being duly swom, deposes and says that (s)he is the applicant (Name of ~ndividual signing con, ct) above nacd, (S)He is the (Contrac~r, 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 tree to. jt~be~.o~.~owledge and belief; and that the work will be performed in the mariner set forth in the application fileq~ therewitN Notary l~ublic Signatme of Applicant Janet Pawson Notary Public ~tate of New Yolk No. 01PA6129051 Qualified In Suffolk Co~lt~,~ Commission Expires June 20 ~) 'I FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 30, 2003 TO: McCarthy Management Inc. A/C Albertson Marine 46520 County Road 48 Southold, NY 11971 Please take notice that your application dated June 30, 2003 For permit to construct a marine showroom/warehouse at Location of property: 61205 Main Road, Southold, NY County Tax Map No. 1000 - Section 56 Block3 Lot 13.4 Is returned herewith and disapproved on the following grounds: The proposed construction, located on a non-conforming 47,437 square foot parcel, with two front yards, in the MI1 Zone, is not permitted pursuant to Article XII, Section 100-122, which states, "No building shall be used and no building or part thereof shall be erected or altered in the MII District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect if such regulations were set forth herein in full." According to the bulk schedule, such parcels require a total lot size of 80,000 square feet and a front yard setback of 35 feet. Total lot size is +/- 47,437 and, following the proposed construction, the building will have.a.rmaOt yard setback of 25 feet. Total~~be +/-12 percent. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. TO: FORM NO. 3 NOTICE OF DISAPPROVAL McCarthy Management Inc. AJC Albertson Marine 46520 County Road 48 Southold, NY 11971 Please take notice that your application dated June 30, 2003 For permit for construction of a marine showroom/warehouse at Location of property: 61205 Main Road, Southold, NY County Tax Map No. 1000 - Section 56 Block3 Lot 13.4 DATE: June 30, 2003 AMENDED: October 15, 2003 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 47,437 square foot lot, with two front yards, in the MII District, is not permitted pursuant to Article XII, Section 100-122, which states, "No building shall be used and no building or part thereof shall be erected or altered in the MII District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect if such regulations were set forth herein in full." According to the bulk schedule, such parcels require a fi'ont yard setback of 35 feet. Following the proposed construction, the building will have a front yard setback of 25 feet. TobaMotc~verage, following the proposed construction, would be +/- 12 percent. /Tl~s Notic4~ended on Octobe. r 15, 2003, to remove reference to lot size, ~i 7~ ub~ t° this °ffice, pr°vlng that it was a legallycreated 10t' Aut~l~rlzed i ~ature~ -- Note to Applicant: A ~to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. 11/23/2005 09:85 6317289484 SL~RESO~ P~GE 02 STEVEN L. MARESCA CONSULTING ENGINEER I,'IIOI~'AY · 'HAMI~ON BAY& NY 1194~ · (~31) "~l-~;,~) · FAX (~,11) '/31-9414 Town of Southold Town Hall, 53095 Route 25 Sou~hoId, N.Y. 11901 Dear Sir; November 23, 2005 Re: Albe~tson Madne Foundation Design The foundation has been designed to support the loadings as forwarded from the building manufacturer. These loading include seismic loadings. Attaohed is a copy of the first sheet for the foundation pla~wlng the area where the top of slab and tOl~ of foundation are noted. ~/ ,:~yL Maresca P.E L WTMA 21 SULLIVAN DRIVE, JERICHO, NY 11753 TEL. 516.938.9662 FAX. S16.681.7134 ~rrMA O OFTONLINE. NET AI_BERTSON MARINE SOUTHOLD, NY IT IS THE OWNERS INTENTION TO PROTECT ALL EXTERIOR OPENINGS IN THE FOLLOWING FASHION. ALL EXTERIOR OPENINGS SHALL BE SHUTTERED FOR HURRICANES AND SEVERE STORMS FOLLOWING NYS BUILDING CODE SECTION 1609.1.4.e~ 1 WOOD STRUCTURAL PANELS WITH A MIN. THICKNESS OF 7t16' AND A MAX. PANEL SPAN OF 8'-0' SHALL BE PERMI I I ED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLATFD OPENINGW WITH ATTACHMENTS HARDWARE PROVIDED. · d~t3~H T. T/~RRY YOWl/ CLERK OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION INAS ADOPTED B'¥ THE SOUTHOLD TOWN 6OARD AT A REGULAR MEETING HELD ON AUGUST 24, 1~93: RESOLVED that the Town Board of the Town ot' Southold hereby adopts two (2) new forms to be used under tl~e Flood Damage Prevent regulations o~ the Code of the Town of Southold: "Floodplain De~,elopmen?,/ ,/ Permit /,pplication" (FDP(9])], and /,"Certificate of Compliance ~Jr Oevel~,pment in Special Flood Hazard Area [C/C(93}]. TO~,;t_OF SOUP lO ~[2~' Southold Town Clerk August 25, 1993 APPLICATION # PAGE ! of 4 '----' TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS fA. PPL[CAHT~_!9 fcad.~nd t. No work ma)' start until a permit ia L, sued. 2. 'Fha permit may b¢ revoked ff any fahe statements are made herein. 3. If revoked, all work must cede until permit is re-issued. 4. Dev¢lo@mant shall not be. used or octupled until a Certificate ol' Compliance ia is.sued. 5. The permit will e. xpit,7. ff hO work L~ commenced within six mootl~ of L~ua~cc. 6. Applicant is hereby informed that other permits may be requited to fulfill local, state Ired federal regulatory re. quk~ments. 7. Applicant hcrcblt gives ¢onscm to the Local ^dmiaistrator.or bls/her r~presentadvc, to make i~asonabl¢ bspccdo~s required to verity . mmcATXON TO TH I E ,,.; .. [To be complete by APPLICAJNT} APP LICAflNT BUILDER NAME ADDR?S TELEPHONE PROJECT LOCATION_: To amid delay ia proc~sing thc ~pplJcadon. please provide enough kfformation to ~By ideot~ thc project I~dom ProGd¢ ~¢ sneer addr~ lot number or le~ d~ption (aua~) ~d, ou~idc ~ ~, thc d'bt~ to ~e n~t bt~scdbg road or ~U-~o~ ~k A skct~ atta~cd to ~ appfi~tion sho~g thc projcd I~doa wo~d ~c help~ FOP(9]) DESCRIPTIOH OF WORK (Check ~11 appticablc bo×cs): ^. ,STR[,/L~FuRAL DEVELOPivlENT APPLICATION PAGE 2 OF 4 4,CTWrrY .~TRUCTURE TYPE New Structarc Addition [] AJter orion [] Relocation CI Dcm61itioo' ' E] Replac~men! C] Residential (14 Family) [] Residential (More tha~ 4 FamiJ)') ~Flou-tesldential (Floodproofmg? [] Yes) C] Comb~ed Use (Residential & CommercbJ) ri Manufactured (Mobile) Home (la Manu- factured Home Pazk?. 13 Yes) ESTIMATED COST OF PROJECTS e~)(~ k ~ - B, OTHER DEVELOPMEhrg ACTIVITIES: 1-1 Fdl E) Mhahg [] Dr~ULug [] Gradbg CI Excavation (Except for Structural Development Checked Above) - [] Watercourse Aheratioa (Including Dtedgbg and Channel Mod~ficatlon~ UI Dra~aage Improvements (lndud|ng Culvert Work) · [3 Roa,~, Sttee! or Bridge Coustruaion /? fi] Su~M~vtsmu (New or Expauslon) [] ~LFridua~ Water or Sewer System ~ Other (Please Specify) After complctlng SECTION Z, APPLIC~OqT should ~ubmit form to Local Actmbaistrator for review. ~EGTIOH 3: FLOQDPL&IN DETERMI/q,~TIO~/ FFo be completed by LOCAL ADMINISTRATOR) Thc proposed development is located on ~ Panel No. , Dated The Proposed Development: [] Is NOT located b a Special Flood Hazard Area 0'qoti~y the appUcamt that the application review ix complete md NO FLOODPLAIN DEVELOPMENT PERaMTT IS REQUIRED). C] L~ located iu a Spedal Flood Hazard Area. FIRM z~nc de-dgnation ix lO0-Ycas flood elevation at the ;itc ts: Ft. NGVD (MSL) C} Uoavailablc Thc proposed development is located ia a floodway. FBFM Panel No. Dated SIGNED DAlE APPLICATION · PAGE 3 OF ~ .q.E~TIO¢ 4 A..~DDITL0__~AL INFORMATION REQ~ RED_~o hc~v bOCALAD~IHIS~FRA'FOR~ Thc appticaat must submit thc documents checked below before thc appticadon can be_ processed: A site plan shelving Ibc Iocalinn of all cris6~g slruclurcs, ~ater bodies, adjpccm roads, dimeDsio~ and proposed development. Devclopmem plans, drawn to scale, and specifications, bchidl, ng where appticabl¢: details for anchoring structure, proposed clevatlon of lowest floor (bdudhag b~¢ment), {ype-s of water reslstant materi~ls used below the first floor, detaiLs of floodproo£mg of utilities located bt:low the lust floor and details of enclosures below thc t'u-st floor. Also, CI Subdivision or other development plats (If the subdivision or other development exceeds $0 lots Or .5 ac:re~, whichever is the lesser, the applicant ~ provide tOO-year flood elevat|o~s il' they arc not otherwise ava. liable). C1 Plans showbg the e. xtent of watercom's8 relocatlos~ and/.or landform akeradons- UI Top of new £dl elevation Ft. HGVD (MSL)- [] Floodproofmg protection level (non-resldeutial ord¥) Ft.; FIG''rD (MSL). For floodproofed structures, !;~ppl~cant must attach certification [rom r~gistcrcd cn~i~ccr or architect. / / E] Certification from a'~gSstercd engineer that the pcoposed aclbStf in a regulator)' floodway will aol result i~ a~ increase ia the heisht of thc lO0-year flood. A copy of aU data and caJct, latio~s supportin8 tltis finding must also be submitted. Other: SECT1OiN 5: PERMIT DETERMI~4~ATIOI't Fl'0 be completed bY ~I:~TRATQ_B) I h~.v¢ determined that the proposed actlviQc A. O Es B, 121 Is not in conformance with provisio[u of Local Law f , 19 . The permit is ixsupd subject to the conditions attached to and made part of thi~ permit. I~OX A i~ ch_cckcd, thc Uocal AdcninJstra{ot may ixsu¢ a Development Permil upon payment of designated If _BQX B i~ cbeckc~d, thc Local Adrni~dstra~or w;dl provide a wTineu summary o( deficiencies. Applicant malt revise and resubmit an appLication In thc Uocal Administrato~ or may requcs~ a bearing from the Bo~d of Appeals APPEA~S: Appcalcdto Boa~d of Appeals? [] Yes [] No Heating date: ;qppeals .... ' ' '~ Coaditious APPLICA. TION ~ PAGE 4 OF 4 SECTION ti: AS-BUILT ELEVATION,.S (To bc submi!tcd by APPLICANT before Certilicalc of Comr)llanc¢ b issued) The following information must be provided for project structurex. This section must be comple, tccl blt a registered professional cogin¢¢r or a liccused la~d surveyor (or attach a ct:rtilicadon to this application). Complete I or 2 below. t. Actual (As-Built) F_.lcvallou o[ thc top of ~hc lowest floor, inducting basement 0u Coastal Hhth FI aza'rd Area~, bottom of lowest structural member of the lowest floor, exdudlng piling and colttmns) ix: Fr. ~OV'D O~SL). -. Actual (As-Buil0 Elevation of floodproormg proteclioo is FT. NGVD (MSL). / , NOT~.: A,uy work performed prior to submittal,Of thc above intormatioa b a, the risk..0f thc ^pp?~an t. / , / ~SECTIOH 7: COMPLLkNCE ACTION (To be completed ~v LQckL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this seclion as appticable based on inspection of thc project to ensure c~amplia~uce with the community's local law for flood damage prevention. INSPIECTIONS: DATE BY DEFICIENCIES/ [] YES [] NO DATE BY DEFICIENC[F.S? [] YES ID NO DATE BY DEFICIENCIES? [] YES [] NO ~ECTION 8: CERTIFIq~ATE 0F COMPLIANCE(To be completed bY LOCAL ADMIIqlt~TFRATOR'} Certificate of Compliance issued: DATE: BY: Attachment B ~CATE bF CoMpLIANCE CERTES- / for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA .................. (O,..wNE.~R MUST R~T/~IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE oWNERS NAME AND ADDRESS: CHECK ONE: ~NEWBUILDING O EXISTIN~ BUILDING O VACANT LAND - ? THE LOCAL ADMINISTRATOR IS TO COMPLETE A~ OR B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WITH TTtE REQUItLEMEiNT$ LOCAL LAW # , 19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH TILE REQUIREMENTS LOCAL LAW # , 19__, AS MODIFIED BY VARIANCE #_ DATED SIGh(ED: DATED: OF OF PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Cha/r ~T.T,~M J. CREMEI~ KENNETH I~ EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON PLANNING BOARD OFFICE TOWN OF SOUTHOLD M~HING ADD~: P.O. Box 1179 Southold, NY 1197 1 OFFICE LOCATIOI~: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Young~ Ave.) Southold, NY Telephone: ~1 765-3938 F~x: ~81 765-313~ February 15, 2005 Mr. Thomas J. McCarthy c/o McCarthy Manageme~nt 46520 County Road 48 Southold, NY 11971 Re: Proposed Site Plan for AIbertson Marine (Main Road Brokerage) Located at 61205 State Route 25, on the north side of State Route 25, approximately 1,717' east of Laurel Avenue, in Southold SCTM#1000-56-~ Zone: M-II Marine District Dear Mr. Uc,~arthy: The follow~/~g resolution was adopted at a meeting of th~e{Southold Board on Monday, February 14, 2005: Town Planning The final public headng was closed. WHEREAS, the site plan is for a 12,000 sq. ft. new building with 6,500 sq. ft. of warehouse space, 500 sq. ft. of bathroom space and 5,000 sq. ft. of retail space on a 1.089 acre parcel in the Mil Zone; and WHEREAS, the applicant, Albertson Marine, Inc., proposes new construction of a 12,000 sq. ft. building for boat yard use; and WHEREAS, the agent, Thomas J. McCarthy of McCarthy Management, proposes new construction of a 12,000 sq. ft. building for boat yard use; and WHEREAS, Main Road Brokerage, Inc. is the owner of the property known as SCTM# 1000-56-3-13.4 and the property is located at 61205 State Route 25, on the n/s/o of State Route 25, approximately 1,717' e/o Laurel Avenue, in Southold; and WHEREAS, on July 3, 2003, a site plan application was submitted for approval; and WHEREAS, on August 14, 2003, the Southold Fire District recommended adequate fire protection and the Planning Board has accepted this recommendation; and PLANNING BOARD MEMBERS BENNETT ORLOWSKI, JR. Chairman RICI-IARD CAGGIANO WILLIAM J. CREMERS KENNETH L. EDWARDS · ' MARTIN H. SIDOR PLANNING BOARD OFFIC~J TOWN OF SOUTHOLD P.O. Box 1179 Town Hall, 53095 State Route 25 Southold, New York 11971-0959 Telephone (631) 765-1938 Fax (631) 765-3136 Date: October 15, 2003 To: From: Re: Mrs. Tortora, Chairwoman of Zoning Board of Appeals Bennett Orlowski, Jr. Chairman of Southold Town Planning Board~ Appeal # 5407 for Main Road Brokerage / Albertson Marine Southold, N.Y. SCTM: 1000-56.-3-13.4 In reference to the memo request for information dated October 1, 2003. The Planning Board (PB) held a work session on October 6, 2003 and would like to offer the following comments and concerns. The PB is currently reviewing a site plan for a new 12,000 sq. ft. building with 6,500 sq. ft. of warehouse and 5,000 sq. ft. of showroom space on a 1.089 acres parcel in the Mil Zone. 2. The proposed site plan use appears to be appropriate for the zone and will need to be certified by the Building Inspector before site plan final approval. 3. The parking as proposed will be adequate to meet the Town Code requirements for the proposed use. The Planning Board is concerned about the parking on the Main Road frontage. As proposed the parking will be elevated so it will flow with the proposed 8' building elevation. The property is mapped on a FEMA firm map to be in an AE flood zone. The building is proposed to be elevated for flood proofing and to be compliant with the regulations. Proposed grade of the parking lot above the Main Road average elevations will pronounce the parking lot. We would like to see the parking rearranged to be further away from the Main Road frontage, screened or lower in proposed elevations. Thanking you in advance. Cc: file,vs, pb, ZBA, MV (BD) TOWN OF SOUTHOLD PROPERTY RECORD CARD f~ ~, 3?_ OWNER - STREET ~ / ~. ~)~-- VILLAGE DIST. SUB. LOT " ~O~ER OWNER., .-- ' N E , ACR. J S W ~PE OF BUILDING RES. SEAS. VL. FARM COMM. CB. '~41CS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4oo ~,,~ 4c~c, ?~Z.,/~,~ ,~.,~ - L~,~,~,~,~ -.,.u;.~ ~. ~,~, ~ ~. o~o I -/ / l Till~Me FRONTAGE ON WATE~ ~,~ ~ONT,6~ ON .0.~ ~ (/P~ ., DEPTH BULKH~D U NIVEI~S~d- TM FK -100 FIRE-POLY FIRE-KO TE fO0 HEAVY DUTY COMMERCIAL, INDUSTRIAL MILITARY AND RESIDENTIAL A Superior Class "A" fire retardant. Fire Kote 100TM heavy duty resin based coating and penetrants automatically react to fire and heat, making a chemical change in the wood. Universal Fire-Shield~M exclusive Trade Secret Formulas are un-matched in performance and safety. Nitrogen is produced as a by product when under heat or flame displacing oxygen reversing the ignition process. Fire Kote 100 comes with 100% money back guarantee and gives double protection out performs all other products on the market world wide. Clear coating sprayed, rolled or brushed on application. Meets or exceeds: NFPA 30, NFPA 255, NFPA 703, UL 723, ASTM-E84, ASTM E-108, UBC 42-1. Flame Spread=10 Smoke Develop=22 (See tech. Information) Resist: Black Mold, Mildew & Fungi. WHEN ONLY THE BEST IS GOOD ENOUGH! UNIVERSAL FIRE SHIELD, LLC 400 Avenue R, SW, Winter Haven, Florida 33880 USA www.firechemicals, corn 1 800-608-5699 RECOMMENDED FOR: All natural wood material surfaces... Plywood, Lumber, Timbers, I-Beams, Ship lap, back of Paneling, Thatched roofs, Decks, Doors and Window frames, Fencing, Raw furniture and many more. Exterior: 5 Year Warranty Interior: 20 Year Indefinite Also for pressure Impregnation. © 1990 REV. 09/21/05 UNIVERSAL FIRE-KOTE 100TM FIRE-KOTE Fire Poly & ZB APPLICATIONS: COMMERCIAL, iNDUSTRIAL AND MILITARY An exclusive heavy duty formula flame inhibiting chemical un-matched by any other product on the market. A SUPERIOR HEAVY DUTY GRADE. Fire Rated Class "A". Specifically formulated for maximum protection. EXTERIOR AND iNTERIOR Woods, Lumber, Leaves, Straw, Rope, Fiberboard. Paperboard. Corrugated box board, fabric materials such as canvas and other materials. Meets Military and NFPA 30 standards for packaging. Fire-Kote 100 formula has met the test by Underwriters Laboratory, Southwest Research and other testing agencies. Universal Fire-Kote 100 meets and exceeds the UL 723, ASTM E-84, UBC 42-1 and NFPA 255 for surface burning characteristics for applied coatings, NFPA 703, ESTM E-108. Can be applied to porous and non-porous surfaces. For other uses contact your distributor or home office. Recommended for professional applicators. Most powerful fire retardant known. When only the best is good enough. UNIVERSAL PROTECTIVE TECHNOLOGIES, UNIVERSAL FIRE-SHIELDTM AND FLAME SAFE CHEMICALSTM are leaders dedicated to setting standards for Fire Prevention Chemicals through our on going research and development. It is our resolve to educate and inform the industrial, manufacturer and the public and its providers on the significance and use of environmentally safe fire retardant chemicals. UNIVERSAL FIRE-KOTE 100TM Trade Secret Formula - Fire Poly MSDS=Phosphoric Acid 27%, Formaldehyde 2%, Methanol 1%. This aqueous based resin liquid coating penetrant. Total Solids =49.1%, weight per gallon 11. I lbs., specific gravity = 1.33, PH factor --6, Flash Point Non-flammable, Color =clear at 78 degrees F. Sleight haze at 50 degrees F. and lower, Volatility= no petroleum or lead, Fungus= anti-fungus, Bacteria=mildly resistant, Linear shrinkage=None, Moisture absorption=None, Corrosion=Mildly, Preservative=excellent, Pest resistant excellent. These chemicals comply with all United States Federal Regulations. Meets or exceeds national, city, county and state codes. APPLICATION PROCEDURE: Can be applied by brush, roll coater, paint roller. Pressure spray at 50-250 psi. is recommended for commercial applications. For best results apply Fire-Kote 100TM two coats. Allow to dry slightly between coatings. Application rate 200 sq. ft. to one gallon. Applicator of chemical must wear protective clothing, eye ware, neoprene gloves and a Niosk Mask or any good respirator type mask, the same as for paint. Allow to dry between coatings. Clean up any over spray as soon as possible, clean up equipment as soon as possible with water and detergent soap or bleach. Mildly toxic during application phase only. KEEP OUT OF REACH OF CHILDREN. DO NOT TAKE INTERNALLY. If chemical gets into eyes wash out immediately flood with water. SAME PRECAUTIONS AS FOR PAINT AND STAIN. Classified: FIRE RETARDANT COATING, SURFACE BURNiNG CHARACTERISTICS OF APPLIED COATiNG. FIRE-KOTE 100TM Superior Heavy Duty Grade. Fire Rated Class "A" UNDERWRITERS LABORATORIES - FS CLASSIFIED 19P5 Douglas Fir, Yellow Pine, Redwood, Plywood, Cedar, Manufactured Board. Flame Spread =10, Smoke developed =26, Number of coats = 2, Rate per coat (ft2/gal) 360, Flash point= 0, liquid coating, no flash. Meets or exceeds ASTM-E 84, U.L. 723, NFPA 255, NFPA 703, ASTM El08, NFPA 30, UBC 42-1 . Universal Fire-Shield ChemicalsTM meet or exceed existing and current federal, state, industrial, national and local fire codes. Universal Fire-Shield ChemicalsTM meet or exceed existing and current federal, state, industrial, national and local fire codes. © 1990 UNIVERSAL FIRE-SHIELD ' Rev. 09/22/05 ~ ~ : DRAGONBOARD® US "The Board of the Centlry" 1-866-447-3232 www. dragonboard.us (~) UL Design #UO55 ! ! ! ! DIVISION 6 061653 MOISTURE-RESISTANT SHEATHING BOARD DragonBoard US Astoria, NY DragonBoard Shealhing Products The DragonBoard family of products consists of DragonBoard wall, ceiling, roofing and flooring panels, Producl Description, Applications DragonBoard is a U,S. patented, UL approved fire resistant, water resistant, high-impact con- interior and exterior sheathing applications. With its mold resistant, fire resistant and high- impact properties, DragonBoard should be used whenever there is o high value placed on a building's contents and equipment or when health and safety concerns ex[st. Applications include single-family homes. apartment complexes, commercial high-rise Puildings, theaters, museums, schools, hospitals, retail hotels, restaurants, nightclubs, airports, subway stations, tunnels, fire separations, etc. Features, Advantages · DragonBoard significantly reduces installation costs, offering savings of 20 - 85% over competing products, depending on the appfication · OragonBoard is a non-nutrient to mold or fungus per ASTM G21 and does not support insect life. It provides superior moisture resist- ance in high-humidity areas and combats the growth of mold and mildew · DragonBoard is completely waterproof. It wJJi not disintegrate when immersed in water or exposed to freeze/thaw cycles for prolonged periods of time · DragonBoard can be finished with any traditional drywall compounds Construction, Materials, Finishes DragonBoard is manufactured from a combi- nation of magnesium oxide and magnesium chloride and includes fibrous reinforcement. DragonBoard is tight tan to cream in color, Standard production material is very smooth on one side and sand textured on the other. DragonBoard accepts any type of paint, wall- paper and tiling. Standard edges are square or tapered. Special edges and sizes are available, DragonBoard may be cut, trimmed or shaped using ordinary power or hand tools. Every DragonBoard product is clearly labeled with the red dragon Iago and pertinent UL design hum bers to eliminate confusion in the field, Properties, Pedormance DragcnBoard is approved for 1-, 11/2-, 2-, 3- and 4-hour fire resistant wall systems, providing an unprecedented degree of safety and security. Offering superior fire protection, DragonBoard requires only a single layer, which expedites job completion, saving time and money. DragonBoard has flamespread and smoke propagation ratings of 0 per ASTM E84 STC ratings of 53 on a 2-hour UL assembly and 54 on a 3 hour UL assembly ore available, A Dade County hurricane qualified system is also DragonBoard's New York City MEA number is 359-02-M. For 2- and 4-hour fire resistant waft assemblies, the MEA number is 85-05-M. ICC approval is pending. Contact (866) 447-DBDB (3232) Fax: (570] 796-0033 E-mail: info@dragonboard.com www.dragonboard.com www,ReedFirstSource.com 06 16 53 DragonBoard US · Hurricane penel thickness - 9/16" (!4.3 mm) - ~,"APPROVALS Dade County Approved DragonBoard's New York Qty MBA number is Note - Custom sizes and thicknesses ore available in quantity. Conrad DrogonBoard US for more information, COLOR DragonBoard is light tan to cream in color. BENEFITS · DragonBoard significantly reduces installa- tion costs, offering savings of 20 - 85% over competing products, depending on the application o DragonBoard is a non-nutrient to maid or fungus per ASTM G21 and does not support insect life, It provides superior moisture resis- tance in highchumidity areas and combats the growth of mold and mildew · DragonBoard is completely waterproof~ It will not disintegrate when immersed in water or exposed to freeze/thaw cycles for prolonged periods of time · DragonBoard can be finished with any tra- ditional drywall compounds LIMITATIONS · Use only for noPcload bearing applications · Where exposed to high-moisture conditions or water, panels must be sealed or painted to preclude water absorption or staining · Align control ioints with building strudure control joints 4. Technical Data APPLICABLE STANDARDS ' ASTMC684 Standard Test Method for Making, Accelerated Curing, and Testing Concrete Compression Test Specimens · ASTMD5628 Standard Test Method for Impact Resistance of Flat, Rigid Plastic Specimens by Means of a Falling Dart (Tup or Falling Mass) · ASTM D6109 Standard Test Methods for Flexural Properties of Unreinforoed and Reinforced Plastic Lumber and Related Products · ASTM E84 Standard Test Method for Surface Burning Cr~raderisflcs at Building Materials · ASTM El19 Standard Test Methods for Fire Tests of Building Construdion and Materials · ASTM E662 Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials · ASTM G21 Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi 359-02-M, For 2- and 4-hour fire resistant wall assemblies, the MBA number is 85-05-M, A Dade County hurricane system is available, ICC opprovoJ is pending, PHYSICAL/CHEMICAL PROPERTIES See Tables 1 * 5, Note - Test reports and system design recom- mendations are available from the manufac* turer upon request. ~" FIRE PERFORMANCE DragonBoard is UL approved (assembly number UL U05~) for 1-, 1 1/2-, 2-, 3- and 4-hour fire resistant wall systems, providing an unprecedented degree of safety and security. Otfering superior fire protection, DragonBoard requires only a single layer, which expedites job completion, saving time and money. Surface Burning Charaderistics (ASTM E84) · Ramespread - 0 · Smoke developed - 0 SOUND PERFORMANCE Sound Transmission Class (STC) ratings of 53 on a 2-hour UL assembly and 54 on a &hour UL assembly are available. ENVIRONMENTAL CONSIDERATIONS DragonBoard is manufactured from mineral components and water and does not contain any organic solvents, asbestos, oils or toxic components, or any heavy metal salts, No energy is consumed in the manufacturing process since the entire process is conduded at room temperature. Any scrap or drop-off may be reground and reused in production of DragonBoard. Dust or sawdust may be safely buried in landfills, if required. DragonBoard is free of material that would cause contamination or environmental damage to the surrounding area or nearby streams or bodies of water. 5. Installation PREPARATORY WORK Deliver products in manufacturer's original unopened, undamaged containers with ider~ tificotion labels intact. Store materials flat and protect from exposure to harmful environ- mental conditions and at temperature and humidity conditions recommended by the manufacturer, Verify that site conditions are acceptable for installation. Do not proceed with installation MOISTURE-RESISTANT SHEATHING BOARD 06 16 53 DragonBoard US TABLE 1 PHYSICAL CHARACTERISTICS TABLE 2 iMPACT TESTING (ASTM D5628) Drop height Urx;lamped edges Oamped edges 12" (305 mm) Hairline cracking Hairiir~ cracking 6'~ (152 mm) Supeffiaal crocking Superficial cracking TABLE 3 DESIGN RECOMM~DATiONS Panel L J360 12" (305 mm) L/360 16" (406 mm) L/360 24~ (610 mm) L/240 12" (305 mm) L./240 16" (406 mm) L/240 24' (610 mm) 7/16" (111 mm) 94 p~f 40 pst 12 pC 142 pst 60 p~f 19 pst 9/16' (14.3 mm) 251 pst 106 pst 32 p~f 378 pst 160 pst 47 pst TABLE 4 LOAD FOR MAXIMUM ALLOWABLE STRESS Panel 12" (305 mm) DC 7/16" (11.1 mm) 1366 pst 9/16" (143 mm) 2609 pst - Above recommendations based on a maximum allowoble flexural stress of 1000 p~i 16" (406 mm) DC 24" (610 mm) DC 751 PC 336 pst 1470 pst 654 pst TABLE 5 PANEL SHEAR 7/16" (111 mm) panel 461/foot 9/16" (143 mm) panel 646/foot Above recommendations based on a safety factor of 4.1he use of a T-sbaped s~lir~ 1/2" (12,7 mm) high with 1" (254 mm) wings on both sides is recommended for ba~els 9/16" (143 mm) thick, or heavier, used for subflooring Contact DragonBoard US for suggested materials until unacceptable conditions are correded. METHODS DragonBoard may be scored and snapped, cut, trimmed, drilled or shaped using ordinary power or hand toots. DragonBoard panels may be fastened to supporting joists using self-drilling, self-countersinking, corrosion pro- tected cement board screws. Fasteners should be spaced at 12" (305 mm) intervals olong edges, Spacing may be increased to 18" (457 mm) at intermediate joists, The smooth side of the DragonBoard is suit- able for painting or wallpapering with no fur- ther preparatior~ and the rough side is suit- able for application of ceramic tile. Biher vent based oil paint of water based latex paint can be used, If the panels are to be diredly exposed to rain and weather, apply a prime coat of acryJic-siloxane waterproofing sealer, followed by oil based paint. Where DragonBoard is to be used as a mounting surface for ceramic tile, such as in a bath or shower enclosure, a solvent based tile mastic is recommended. DragonBoard recommended assemblies consist of exterior wall, interior wall, shattwall, steel column, staircase, ceiling/floor and root- ing, Recommended installation methods for each application are available at vcww.dragonboard.us, PRECAUTIONS · Avoid handling DragonBoard panels when wet, Allow to dry before applying joint fir~ ishing materials · Use appropriate setting compounds during cold weather or when slow drying · DragonBeard does not contain any known cancer causing materials. Use of a dust mask is recommended during cutting and sanding operations · Use of gloves is suggested to reduce the possibility of abrasion injuries · Fasteners should not be closer than 2" (51 mm) from a corner, with the adjoining screw not less than 4" (102 mm) from the same corner · Do not install screws on 45 degree angles at corners · Board ends must be suppoded by joists · Fasteners must always be installed over suppading strudure Il MOISTURE-RESISTANT SHEATHING BOARD 06 16 53 DragonBoard US · Do not install surface coverings by driving screw fasteners, except over supporting structure · Cantilever overhangs are not recommend- ed. Fasteners should not be closer than 3/4" (19,1 mm) from any edge · Do not fasten coverings directly to DragonBoard with mechanical fasteners (nails, screws, staples, etc.) BUILDING CODES Installation must comply with the requirements of all applicable local, state and federal code jurisdictions~ 6. Availability & Cosl AVAILABILITY Products are available from certified distribu- tors. Contact manufacturer for information on local availability. Budget installed cost information may be obtained from the manufadurer. 7. Warranty Complete warranty terms and conditions are -available from the manufacturer, For details, consult DragonBoard US, C©$T Budgr abtair 7. Wc Comg availc COnsU 8, blointenonce None required, 9, Te Techr inforr proje Drag~ 10. Fi · Re~ frot 9. Technical Services Technical assistance, including more detailed informatior~ product literature, test results and project lists, is available by contacting DragonBoard US, 10. Filing Systems · Reed First Source · MANU-SPEC-e · Additional produd information is available from the manufacturer upon request. MANU~ MOISTURE-RESISTANT SHEATHING BOARD 06 16 53 ! ~.~~1 I~=~ DragonBoard US 8-01 26th Avenue Astoria, NY 11102 Phone: (866) 447-3232 Fax: (570) 796-0033 E-mail: info~,draqonboard.com www.draqonboard corn and Polymeric Materials to Fungi. conform to project requirements. Reed I F~ST SOURCE DragonBoard US A. Manufacturer: DragonBoard US. 1. Contact: 8-01 26th Avenue, Astoria, NY 11102; Telephone: (866) 447-3232; Fax: (570) 796-0033; E-mail: info~,draqonboard.com; website: www.draqonboard.com. Specifier Note: Select size(s) below. Custom sizes and thicknesses are available in quantity. Contact DragonBoard US for more information. B. DragonBoard: 1. Size: [4 feet x 8 feet (1.2 x 2.4 m)] [4 feet x 9 feet (1.2 x 2.7 m)] [4 feet x 10 feet (1.2 x 3.1 re)I. Specifier Note: Select thickness(es) below. 2. Thickness: [1/4 inch {6.4 mm)] [7/16 inch (11.1 mm)] [9/16 inch (14.3 mm)] [3/4 inch (19.1 mm)]. 3. Edges: [Square] [Tapered]. 4. Physical Characteristics: a. Flexural Modulus: Not less than 0.93 x 106 psi when tested in accordance with ASTM D6109. b. Flexural Strength: Not less than 1295 psi when tested in accordance with ASTM D6109. c. Shear Strength: Not less than 391 psi when tested in accordance with ASTM D6109. d. Fungus/Mold: Non-nutrient when tested in accordance with ASTM G21. 2.02 ACCESSORIES A. Screws. 2.03 PRODUCT SUBSTITUTIONS A. Substitutions: Substitutions in accordance with Section [01 25 13 - Product Substitution Procedures] [No substitutions permitted] [ 1. PART 3 EXECUTION Specifier Note: Paragraph below is an addition to CSI SectionFormat and a supplement to MANU-SPEC. Retain or delete paragraph below per project requirements and specifier's practice. MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 3.02 EXAMINATION A. Site Verification of Conditions: Verify that substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer's instructions. 3,01 3.02 3.03 INSTALLATION 3.04 A. In accordance with ASTM C1280. 3.04 CLEANUP A. Proceed in accordance with Section [01 74 23 - Final Cleaning] [ B. Upon completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools and equipment. END OF SECTION R~I I FIRST SOURCE ~/am~ Construction Data DIVISION 7 07 82 00 BOARD FIREPROOFING DragonBoard US Astoria. NY DragonBoard Flooring Products The DragonBoard family of products consists of DragonBoard wall. ceiling, roofing and flooring panels. Product Description, Applications DrogonBoard is a U.S. potenteb. UL approved fire resistant, water resistant, high-impact interior and exterior construction panel. Load capacities handle both residential and cam- mercial structures. With its mold resistant, fire resistant and high-impact properties. Dragon- Board should be used whenever there is a high value placed on o building's contents and equipment or when health and safety concerns exist. Applications include single-family homes, apartment complexes, commercial high-rise buildings, theaters, museums, schools, hospitals, retail, hotels, restaurants, nightclubs, airports. subway stations, tunnels, fire separations, etc. Features, Advantages · DrogonBoard can be used with wood or light- gouge steel fram(rig · DragonBoard's diaphragm stiffness allows dis- tributed loads, when supported on 16" (406 mm) centers, of over 257 psf for L/360 and 393 psf for L/240. Flexural strength is equivalent to concrete at approximately 3000 psi (20.670 kPa) in compression · DragonBoord can be used in heavy commer- cial comtruction with the assembly consisting of I-beam construction and Type B corrugated decking in spans up to 5' (1.5 m). thus elimi- nating time costly and time-consuming concrete pours · DragonBoard significantly reduces installa- tion costs, offering savings of 20 - 85% ove¢ competing products, depending on the application · DragonBoard is a non-nutrient to maid or fungus per ASTM G21 and does not support insect life. It provides superior moisture resist- ance in high-humidity areas and combats the growth of mold and mildew · DragonBoard is completely waterproof It not disintegrate when immersed in water or exposed to freeze/thaw cycles for prolonged periods al time Construction, Materials, Finishes DragonBoard is manufactured from a combi- nation of magnesium oxide and magnesium ohlonde and includes fibrous reinforcement. DragonBoard is light tan to cream in color. Standard production material is very smooth on one side and sand textured on the other. Square or shiplap joints are available. Dragon Board can be cut, trimmed of shaped using ordinary power tools. Every DragonBoard product is clearly labeled with the red dragon Iago and pertinent UL design numbers to eliminate confusion in the field. Properties, Performance 1he DragonBoard floor assembly is offered as UL tested 2-hour fire resistant system. Dragon- Board's New York City MEA number is 359-02-M. ICC approval is pending. Contact (066) 447-DBDB (3232) Fax: (570) 796-0033 E-mail: info@dragonboard.com www.dragonboard.com SPECO BOARD FIREPROOFING 07 82 O0 DragonBoardUS TABLE 1 PHYSICAL CHARACTERISTICS Rexural modulus D,93 x 10~ psi ASTM D6109 J~ flexural strength 1295 ps[ ASTM D6109 TABLE 2 IMPACT TESTING (ASTM D5628) Drop height Ur'clamped edges Clamped edges ~1 12" (305 mm) Hairlir~ cracking Haid[ne cracking JJ 6" (152 mm) Supedidal c~acking Supedidal c~acking TABLE 3 DISTRIBUTED LIVE LOADS Joist Spaang ~ Defledion 12" (305 mm) 16" (406 mm) 192" (488 mm) 24" (61g mm) TABLE 4 LOAD FOR MAXIMUM ALLOWABLE STRESS Par,el r2" (305 mm) oc ~6" (406 mm) oc 24" (610 mm) oc 7/16" (11.1 mm) 1366 pst 751 pst 336 pst 9/16" (143 mm) 2609 pst 1470 pst 654 pst Above recommendations based on a maximum allowable flexural stress of 1080 psi TABLE 5 PANEL SHEAR 7/16" (;11 mm) panel 461/'1oot 9/16" (143 mm) panel 646/foo1 3/4" (191 mm) panel 1200Jfoot Above recommendations based on a safety factor of 4. The use of a r-sbaped splice 1/2" (12.7 mm) high wCh F (25.4 mm) wings on both sides is recommended Ior panels 9/16" (143 mm) thick, ol heavier, used for subfloodng Contc:cr DragonBoard US for suggested materials METHODS DragonBoard can be cut, trimmed, drilled or shaped using ordinary power tools DragonBoard panels may be fastened to sup- poding joists using self-drilling, self-countersink- lng, corrosion protected cement board screws. Fasteners should be spaced at 12" (305 mm) intervals along edges. Spacing may be increased to 18" (457 mm) at intermediate joists, The smooth side of the DragonBoard is suit- able for painting with no further preparatior~ .and the rough side is suitable for application of ceramic tile, tither solvent bosed oil paint Jl or water based latex paint can be used, If the panels are to be directly exposed fo rain and weather, apply a prime coat of acrylic-silox- ane waterproofing sealer, followed by oil based paint, Where DragonBoard is to be used as a mounting surface for ceramic tile, such as in a bath or shower enclosure, a solvent based tile mastic is recommended, DragonBoard recommended assemblies consist of exterior wall, interior wall, shaffwall, steel column, staircase, ceilingJfloor and roof- ing, Recommended installation methods for each application are available at www,dragonboard,us, PRECAUTIONS · Avoid handling DragonBoard panels when wet · DragonBoard does not contain any known cancer causing materials, Use of a dust mask is recommended during cutting and sanding operations · Use of gloves is suggested to reduce the possibility of abrasion injuries o Fasteners should not be closer than 2" (51 mm) from a corner, with the adjoining screw not less than 4" (102 mm) from the same corner · Do not install screws on 45 degree angles at corners · Board ends must be supported by joists MA.U BOARD FIREPROOFING 0782 00 ! ! ! ! ! ! ! DragonBoard US 8-01 26th Avenue Astoria, NY 11102 Phone: (866) 447-3232 Fax: (570) 796-0033 E-maih info~,dra~onboard.com www.draqonboard.com This MANU-SPEC® utilizes the Construction Specifications Institute (CSI) Project Resource Manual (PRM), including MasterFormaFM, SectionFormatTM and PageFormatTM. A MANU-SPEC is a manufacturer-specific proprietary product specification using the proprietary method of specifying applicable to project specifications and master guide specifications. Optional text is indicated by brackets [ ]; delete optional text in final copy of specification. Specifier Notes typically precede specification text; delete notes in final copy of specification. Trade/brand names with appropriate symbols typically are used in Specifier Notes; symbols aro not used in specification text. Metric conversion, where used, is soft metric conversion. This MANU-SPEC specifies a fire resistant, water resistant, high-impact and mold resistant construction panel for use in tiro-rated assemblies. This product is manufactured by DragonBoard US. Revise MANU-SPEC section number and title below to suit project requirements, specification practices and section content. Refer to CSl MasterFormat for other section numbers and titles. SECTION 07 82 00 BOARD FIREPROOFING PART 1 GENERAL 1.01 SUMMARY Specifier Note: Revise paragraph below to suit project requirements. Add section numbers and titles per CSI MasterFormat and specifier's practice. A. Related Sections: 1. Metal Framing: Division 05 structural metal stud framing sections. 2. Wood Framing: Division 06 rough carpentry sections. 3. Metal Framing: Division 09 non-structural metal stud framing sections. Specifier Note: Article below may be omitted when specifying manufacturer's proprietary products and recommended installation. Retain Reference Article when specifying products and installation by an industry reference standard. If retained, list standard(s) referenced in this section, Indicate issuing authority name, acronym, standard designation and title. Establish policy for indicating edition date of standard referenced. Conditions of the Contract or Section 01 42 19 - Reference Standards may establish the edition date of standards. This article does not require compliance with standard, but is merely a listing of references used. Article below should list only those industry standards referenced in this section. 1.02 REFERENCES A. ASTM International (ASTM): 1. ASTM C954 Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness. 2. ASTM D6109 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastic Lumber and Related Products. 3. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 4. ASTM E119 Standard Test Methods for Fire Tests of Building Construction and Materials. 5. ASTM G21 Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi. Specifier Note: Retain below if required to conform to project requirements. BOARD FIREPROOFING 07 82 00 DragonBoard US Specifier Note: Paragraph below is an addition to CSI SectionFormat and a supplement to MANU-SPEC. Retain or derete paragraph below per project requirements and specifier's practice. A. Manufacturer: DragonBoard US. 1. Contact: 8-01 26th Avenue, Astoria, NY 11102; Telephone: (866) 447-3232; Fax: (570) 796-0033; E-mail: info(~draoonboard.com; website: www.draRonboard.com. B. DragonBoard: Specifier Note: Select size and edge configuration below. 1. Size: [2 feet x 4 feet (0.6 x 1.2 m)] [2 feet x 8 feet (0.6 x 2.4 m)] [4 feet x 4 feet (1.2 x 1.2 m)]. 2. Thickness: 3/4 inch (19.1 mm). 3. Edges: [Square] [Shiplap]. 4. Physical Characteristics: a. Flexural Modulus: Not less than 0.93 x 106 psi when tested in accordance with ASTM D6109. b. Flexural Strength: Not less than 1295 psi when tested in accordance with ASTM D6109. c. Shear Strength: Not less than 391 psi when tested in accordance with ASTM D6109. d. Fungus/Mold: Non-nutrient when tested in accordance with ASTM G21. 2.02 ACCESSORIES A. Fasteners: Sheet metal screws in accordance with ASTM C954. 1. Size: No. 8. 2.03 PRODUCT SUBSTITUTIONS A. Substitutions: Substitutions in accordance with Section [01 25 13 - Product Substitution Procedures] [No substitutions permitted] ] 1. .PART 3 EXECUTION Specifier Note: Paragraph below is an addition to CSJ SectionFormat and a supplement to MANU-SPEC. Retain or delete paragraph below per project requirements and specifier's practice. 3.01 MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 3.02 EXAMINATION A. Site Verification of Conditions: Verify that substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer's instructions. 3.03 INSTALLATION A. In accordance with the requirements of fire-rated assemblies as indicated on the drawings. Specifier Note: Smooth surface is suitable for paint; textured surface is suitable for tile. If both surfaces are required, indicate on the drawings. B. Exposed Surface: [Smooth] [Textured] [As indicated on the drawings]. 3.04 CLEANUP A. Proceed in accordance with Section [01 74 23 - Final Cleaning] [ ]. B. Upon completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools and equipment. END OF SECTION UlLDIN SYSTEMS A DIVISION Of NUCOR CORPORATION NOTES AND SPECIFICATIONS PROJECT NUMBER: PROJECT NAME: PROJECT LOCATION: CUSTOMER: wS___SO550AZB_ ALBERTSON MARINE- CENTER MORICHES, NY DANALUSON WALL FRAMED OPENING. SIZES:(3) 14'x16' ~1) 12'xt2' (10) 8'x6' (1) 24'x24' YE.__~ N.~O [] [] 0 0 ~ [] [] 0 ~ CAGE, FINISH: GAGE. FINISH: SEP 0 2 2005 COUNTY: SUFFOLK ENTERPRISES, INC. EAST MORICHES, NY [] NO AT [AVE LINE [~ E~L,JW [AVE [] __ E~AT RAVE UNE D BELOW EAVE MBMR M E M B E R BUILDING LOADS ERECTION MANUALS REQUIRED I(~e~oo) oR O(..~s0) Jo s~e cur. ~ o(~,=o) ~ ~o ~L~ DRAWING INDEX STEEL LINE 120'-0" STEEL LINE & 21'-6" ~ 21'-0" STEEL LINE 22'-0" 22'-0" 28'-0" 24'-0" 24'x24' 12'-O" I 15'-0" 28'-0" 120'-0" F,O W P- W °1 21 '-0" 27'_6' W 27'-6" © BOTTOM ELEV. ?-4" A.FF. ® Q © Q Z w EL W W. ~I © --0 © ~ Z OZ Z<( ~-- O F- OED-J Z O O TrY (DO Z T W W W5SO550A F1 of 3 __ANCHOR BOLT P~N COLUMN BASE PLATE DETAIL ANCHOR BOLTS w/3' PROJECTION ANCHORBOLT SCHEDULE QUANTITY SIZE PROdECTION 52 5/4" 3" FROM BOTTOM OF BASE PLATE .32 1" 3" FROM BOTTOM OF BASE PLATE 48 11/4" 3" FROM BOTTOM OF BASE PLATE (4) 3/4' · A.307 ANCHOR ~OLTS WITH A 3~ PROJECTION ¢-¢ -¢- ¢ ~U4TX SIDEWALL 2~-3 1/4' PC44TLX J3 I (4) 3/4" ¢ A307 ANCHOR i BOLTS WITH A 3' PROJECTION 8,, j H J (4) 3/4' ~ A307 ANCHOR J BOLTS WITH A .3' PROJECTION BU4BX SECTION A TYPICAL OVERHEAD DOOR FRAMED OPENING ~r'PICAL COLUMN BASE PLATE DETAIL UNLESS NOTED OTHERWISE OOLU"N ~_ 2'-3 1/4" d J (4) I 1/4' ' A307 ANCHOR F/'~ I BOL'S WITH A 5' PROJ£CT,ON or FRAME BU4ROT 1/4"¢ A307 ANCHOR BOLTS SEP COLUMN BASE PLATE DETAIL BU4BX z ~, ~ WSSO550A ~E[T NO; F3 of 3 20'-0" 20'-0' 100'-0~0'-0" © 20'-0" IQ 20'-0" PURLIN REOUIREMENIS SEE SHEET E2 FOR DE~AILS STEEL LINE -- PURLIN CLIP-- PURLIN CLIP TYPE U.N.O. 'i'fP[ U.N,0. PURLIN CUP TYPe U.N.0. BXl__ BXI__ PURLIN CLIP TfPE U.N.0. (2)P~8(11 PAB04 PAB04 PA804 BXI__ eRAKEi ' - 0" '~'- "x'"[X~, , ® (~3) uK. PlZ I !0Z098 PURLINS PURLIN BRACING (2) ROWS REO'D IREOUIREMENTS tSE[ ~ 27'-6' JFOR DETAILS L STEEL UNE BX1 __ 1 (~ZO)'/6 PURLINS TH S BAY U.N.O. (2) ROWS REO'D 22'-0' BXI__ 51 MK. P1Z I~ZO~l PURLINS THIS BAY U.N.O, (2) ROWS REO'D 28'-0' BXI__ BXI__ .31 MK. PlZ 33 IlK. P1Z 1~)Z0)71 PURLINS 1~)Z0)71 PURLINS TH S BAY U.N.O. THIS BAY UN.O. (2) ROWS REO'D (2) ROWS REO'D 21 '-6" 21'-0" 120'-0" -® -® ROOF FRAMING PLAN 1) PURLIN AND EAVE STRUT CONNECTION BOLT REOUIREMENTS: A307 AND A325 BOLTS ARE BOTH USED. REFER TO THE DETAILS FOR SPECIFIC USAGE REQUIREMENTS. 2) FBC__/FBE__ INDICATES FLANCE BRACING. 3) SEE SHEET ES-E12 FOR MAIN FRAME FLANGE BRACING. 4) SEE SHEET [2 FOR PURLIN BRACING DETAIL. S) ALL EAVE STRUTS ARE REVERSE PURLINS. 6) BOX BEAMS MK. BXI__ ARE DOUBLE 12S125 MATERIAL. WSS055OA/B E1 of 17 WELDED CUP ~ CUP. WELDED CLIP /'~ GENERAL RESTRICTION; PREFERRED OPTIONS FOR SPRINKLER SUPPORT ATTACHMENTS: OPTION OPTION A I IF PURLIN FLANGE SUPPORT CLA~PS ARE USED: (= ~ 5/¢ +/- ~/16') 1' MAXIMUM CENTERLINE OF PtJRLIN N.B.S. PURUN SUPPORT METHODS PtlRLm BP~C[ IINS?ALLATIO~N INSTRUCTION__S 0 Ks[m ~-[ *~,~zs '~:x-To-mcx' ~0 THE imm O) mO20 PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY 1) THEE[ ARE ALWAYS (2) EOWS OF PURLIN BRACING REQUIRED EECARDLE$S OF TH/ BAY LENGTH. ' SECTION EAVE ANGLE PURLIN BRACING ATI'ACHMENT ~.2:12 SLOPE EXTENSION BEAM SIDEWALL RAKE ANGLE ATTACHMENT LOW EAVE EXTENSION DETAIL EAVE PURLIN TO BOX BEAM W5SO550A/B E2 of 17 2'-0" EAVE 20'-0" ® 20'-0" 20'-0" SPS__ CX SPS__ CX SPS__ CX SPS_ 1 SPS_ SPS__ CXB ~ SPS__ / CXB ~- sPs__ ~ CXB ~ ~PS~ ~'-o' /~ -- EAVE EXg, P~E EXT SI~EE L LINE 22'-0' 28'-0" 21'-6' CXB CXB CXB CXB 1'-0'.~ P,A~E EXE 2T-6" CX cx ~ CX CX I CX CX CX W/ MXH__ STEEL LINE 13'-0" 13'-0' 0 ® ® e e E) MARK NUMBER AND BRACING PLAN 1) PLACE WELDED METAL TAGGED END OF RAFTERS TOWARI} THE LOW EAVE. FOR COLD FORMED RAFTERS, PLACE TAGC.-~-D END TOWARD THE LOW EAVE. 2) ROD-BRACING: SEE SHEET D_ FOR DETAIL ROC__ - INDICATES 3/4" ¢ ROB RDD__ - INDICATES 7/8" ¢ ROD RDE__ - INDICATES 1" ¢ ROD RDF__ - INDICATES 1 1/8" ¢ ROD 3) SPS= INDICATES (P6.134) MATERIAL PIPE STRUT. W5SO55OA/B E3 of 1 7 0 e STEEL LINE ~ 120'-0" O.A.L / ' 20'-0 CBA__~ ~ ~ CRANE BEAM PLAN I ~ 1) SEE SHEET D5 FOR CRANE BE~ ATTACHU~ DETAIL. CBA ~ 20'-0" m~ x 20'-0" ~ ~ ~ ~CBA__ STEEL LINE ~ 120'-0" O,Ai. 120'-0" O.A.L ® S'F EEL LINE I 21'-6" 21'-0" 27'-5" · 20}-0" t00'-0" 13'0" 14'-0" 13'0' 21'-0" 2T-6" ~ZE E~L LINDE MEZZANINE PLAN (LEVEL 1) 1) ~k INDICATES 17" TOTAL DEPTH, F6.38, W.200 2) · INDICATES 17" TOTAL DEPTH, F8.50, W.275 W5SO55OA/B E5 of 17 120'-0" O.A.L. STEEL LINE 21'-6" 21'-0" 27'-6' 20'-0' 20'-0" 20'-0" 20'-0" I ~ 20'-0' T I t 21'-6" 21'-0" 27'-§" 120'-0' O.A.L. SI S~'EEL LINE 100'-0" 13'-0' 14'-0" 13'-0' MEZZANINE PLAN (LEVEL 2) 1) ~ INDICATES 17" TOTAL DEPTH, F6.38, W.200 W5SO55OA/B E6 of 17 ~ '!.~ , 12o'-o' O.^.L. ~, STE~L 21'-6" 21'-0" 27'-6" d '" J'-O" ~-0" ,,_ ~1~ -o~ ' JOIST P~ (L~EL 1) ~ ~ 2o'-o" , 100'-0" 20'-0" - ~ ~ ~~ z ~ 14'-0" ~ ~ ~ J ~ " ~ i E7 of 17 (12) MK. J_ ~ , ,- -- 20K JOIST 120'-0" 0.AL STEEL LINE . 1'-6" ~,~ 2'-§" I ~. ~'~' 20'-0" 20'-0 02) uK ~_ 20K 21'-6" 21'-0" 27'-6' 12 NOTES: 1) FOR COLUMN AND RAETER MARK NUMBERS, SEE EITHER SHEET El (BOOF FRAMING PLAN) , OB, IF THE MARK NUMBERS ARE NOT SHOWN ON THE ROOF FRAMING PLAN, SEE SHEET E~ (MARK NUMBER PLAN). 2) FBC__ INDICATES FLANGE BRACING LOCATIONS FBD__ INDICATES FLANGE BRACING LOCATIONS ON JOIST ROOFS 5) N$/F$ INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SLOES OF THE FRAM[ LINE. N[:)?E FOR EXPANDABLE ENDWALL RICID FRAM[S: IF FLANGE EOUIPMENT IS R[LE^SED. ~I'-$ ]/4' 16%6° NOTES: BOLT SCHEDULE BOLT W5SO550A/B E9 of 17 NOTES: 1) FOR COLUMN AN0 PJ~,FTER MARK NUM~ERB. SEE EITHER SHEET E1 (NOOF FRAMING PlaN) . OR. iF THE M~K NUMBER5 ARE NOT BHOWN ON TH£ ROOF FRAMING PLAN. B~E SHEL-r E3 (MARK NUMBER PLAN). 2) FBC__ INDICATES FLANGE OR~CINC LOCATIONS FBD__ INDICATES FLANGE BRACING LOCATIONS ON JOI~T ROOFS. $) NS/FS INDICATED THAT FLANGE BP. ACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE NOT[ FOR EXPANDABLE ENDWALL RIGID FRAMES: ir FLANGE BRACING IS REQUIRED ON ~OTH SIDES DE AN EXPANDABLE ENDFRAME. THE OPPOSITE SIDE FLANGE BRACE WILL HAV~ TO BE INSTALLED AT THE TIME OF EXPANSION. TH[SE ~-LANCE EiRAC[S HAVE BEEN PROVIDED. AS REQUIRED. FOR THIS FUTURE CONDITION. 4) · NS/FS ~ BRACING ~S NOT INOICATED. ONLY ONE ELANGE BRACE IS REOUIREB AND CAN BE LOCATED ON EITHER SIC OF THE FRAME ~) "" INDICATES THE LONG SIDE OE INTERIOR COLUMNS. IF INTERIOR COLUMNS ARE REQUIRED. ORIENT AND ERECT THOSE COLUMNS ACCORDINGLY NOT[: COLUMNS LOCATED AT THE RIDGE ARE 3~PICALL¥ 'FLAT-TOP" COLUMNS. UNLESS INDICATED ~Y THE "' SYMBOL ~,) BIGID FRAMES SNALL HAVE 50 ~. OF 3HEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SLOES OF THE WEB ADJACENT TO F~CH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED BOLT SCHEDULE WSSO550A/B EIO of 17 o'-~/' ~ - ~ i8 WSSO550A/B E1 of 17 NOTES: ~LT SCHEDULE 2) FBC__ ~DI~TES F~NG[ B~INC LOCATIONS FBD t e m,~ ,'. ~ ,/,-~ ~ ~ " · "* 2'- i NOTES: ; -, FRAMING PLAN, SEE SHEET E3 {M4RK NUMBER PLAN). 3) NS/ES INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDE5 OF THE FRAME LINE. NOTE FOR EXP~IOA~LE ENDWALL RIGID ER^MRS: IF FLANGE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED. AS REQUIRED. FOR THIS FUTURE CONDITION. 4) IF NS/FS FLANGE BRACING IS NOT INDICATED. ONLY ONE FLANOE BRACE ~S REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME 5) "' INDICATES THE LONG SIDE 0£ INTERIOR COLUMNS. IF INTERIOR COLUMNS ARE REQUIRED, OR1ENT AND ERECT THOSE COLUMNS ACCORDINGLY. 6) RIGID FRAMES SHALL ~VE 50 ~ or 3HEIN BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED E12 of 17 28'-0" Z FINISH FLOOR G1Z (.los) G1Z (.105) (.los) (,105) -- G1Z__ / (.los) G1Z__ (.~ o5) STEEL LINE MXH B1C01 CONT. (, 105) 2'-9" (5) MK. ClZ I 10Z105 GIRLS I THIS BAY U.N.O. 20'-0" MXH__ 14' X 16' -~ F.O. G1Z__ (.ms) N'-0" (4) MK. GlZ 10Z10§ GIRTS THIS BAY U.N.O. 20'-0" MXH 14' X 16' FO GIZ_Z. ' G1Z__ (.'~o5) (.'~o5) 3'19,' FINISH FLOOR (3) MK. GIZ I 10Z105 ~IRTS I THIS BAY U.N.O. (5) MK. ClZ ~0Zi05 61RTS THS BAY U.N.O. 20'-0" (7) MK. 10Z105 GIRTS THIS BAY U.N.O. 20'-0" 1 2 5 4 5 6 20'-0" 100'-0" STEEL LINE ENDWALL ELEVATION AT LINE 1 " ' -...~'::".:: .,,~:-~-" RDD INDICATES 7/8" DIA ROD BRACING SEE SHEET D· FOR DETAIL. 14'Xt6' FRAMED OPENING JAMBS = IOC086 , HEADER =MC10X28.5 · MXH__ DENOTES WSX18 BRACE STRUT. AT FLUSH OR INSET GIRT CONDITION, FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF CABLE/ROD BRACING. · RAFTERS MK. RXB ARE 12 1/2" DEEP, WITH 5"X1/4" FLANGES, AND 1/8" W -- EBb. COLUMNS MK. CXB__ ARE 16" DEEP, WITH 8"X.3/8" FLANGES, AND .200" WEBS. 28'-0" STEEL LINE FINISH FLOOR C (.070 GlC__ (2) MK. IOZ071 GIRTS IHIS BAY U.N.O. 22'-0" JIC__ J$C__ MXH 12' X 12' 12'-0" GIZ (.07~) G1C__ (.los) G1C (.lo5) RDE__ 15'-0" (2) MK. GtZ / 10Z071 GIRTS L TH S BAY U.N.0. 28'-0" (3) MK. IOZ07! GIRTS THIS BAY U.N.O, 21 '-6" 120'-0" GlC G1C (3) MK. G~Z '~OZ071 GIRLS THS BAY U.N.O 21 '-0" G1C__ (,5) MK. IOZ098 GIRTS IHIS BAY U.N.O. 27'-6" SIDEWALL ELEVATION AT LINE J 1) RDF__ INDICATES 2) FRAMED OPENING 3) FRAMED OPENING 4) SEE DETAIL 2/D3 1/8" DIA ROD BRACING. SEE SHEET D2 JAMBS = 10C076, HEADER = MC10X28.5 JAMBS EXTENSIONS =10C060 FOR ANGLE BRACING. FOR DETAIL. FINISH FLOOR STEEL LINF 28'-0" W5SO550A/B E14 of 17 28'-0" T FINISH FLOOR STEEL LINE G1Z (.071} G1Z__ (.071) G1Z__ G1Z__ (.098) ~!.060)~ OlZ. ~. (.098) - ~ G1Z__ (.060) (.OT~) (.~05) G1Z (.076) GlC _ / (.1057 ~". G1C (.lOS) "... Z (.lOS) (2) MK. lOZ060 GIRTS THIS BAY U.N.O. 13'-0" O) MK. ¢~Z I IOZ060 GIRTS I THIS BAY U.N.O. 14'-0" 8'X6' FO. --t(7) REQ'D (4) MK. G~Z IOZ060 GIRTS THIS BAY U.N.O. 15'-0" o) M~. G~z ] 10Z060 GIRLS THIS BAY U.N.O. 25'-8 1/2" O) MK. 10Z060 GIRTS THS BAY U.N.O. 100'- 0" ENDWALL ELEVATION AT LINE 6 1) 8'X6' WINDOW dAMBS = 10C060 (JIG__) HEADER & gILL 2) ALL FRAMED OPENINGS THIS WALL TO BE FIELD LOCATED. FIELD CUT AND DRILL GIRTS AS NEEDED TO FIT. 5) · INDICATES A NESTED GIRT. SEE SHEET D12 FOR DETAIL. = 10C060 5-6 FINISH FLOOR 40'-0 9/16" 28'-0" STEEL LINE (H1C__) wgso550A/B E15 of 17 28'-0" 3'. 9" (2)G1z__(.098)~ FINISH FLOOR 10" BUMP- STEEL LINE C1Z__ (.ogB) G1C__ JIC_- (.105) 8'X6' F.0. -- (3) REQ'D 1'-§" (2) MK, 10Z098 GIRTS THIS HAY U.N.O. 2T-6" GIC MXH__ G1 z__ (.o6o) (.105) G1C__ H1C 24' X 24' F.O. G1C__ G1C (.~os) 14'-0" 14' X 16' (2) MK. G1Z IOZ071 GIRTS THIS BAY U.N.O. 21 '-0" PORTAL FRAME SEE SHEET D3 FOR DETNL (2) MK. 10Z071 GIRTS THIS BAy UNO. 21 '-6" 24'-0" 1'-0" 28'-0" 120'-0" (5) MK. G1Z 10Z071 ~RTS T~I~ gAY UNO. 22'-0" FINISH FLOOR STEEL LINt SIDEWALL ELEVATION AT LINE A ) 1 14'X16' FRAMED OPENING JAMBS = 10C076 , HEADER =MC10X28.5 '.'-:! :: 2 24'X24' FRAMED OPENING JAMBS =MC10X28.5, HEADER =10C105 5) 8'X6' WINDOW JAMBS = 10C060 (JIC__), HEADER &: SILL = 10C060 (H1C__) .4) · INDICATES A NESTED GIRT. SEE SHEET D12 FOR DETAIL. . 28'-0" W5SO55OA/B El6 of 17 28'-0" (.076) (.076) (.076) ~ GIC__ (.~05) ~ FINISH FLOOR STEEL LINE (.~) MK. G1Z 10Z076 GIRTS THIS BAY UN.O. (3) MK. 10Z076 GIRTS THIS BAY U.N.O. 54'-9 1/2" 5'.L9" T FINISH FLOOR Z STEEL LINE 40'-0 9/16" 28'-0" ...... ('- uT) ENDWALL ELEVATION AT LINE 6 E~'UMP O t) FRAMED OPENING JAMBS -- 10C060, HEADER = 2) ALL FRAMED OPENINGS THIS WALL TO BE FIELD FIELD CUT AND DRILL GIRTS AS NEEDED TO FIT. CEES 'TOED UP' @ 20'-6" ELEVATION CEES 'TOED DOWN' © 15'-0" ELEVATION 4) BUMP-OUT BEAM MK. MXH__ IS WSX24 MATERIAL. 10C060 LOCATED. TYPICAL FIELD WELD REQUIREMENTS ERECTOR NOTE: (UNLESS NOTED OTHERWISE ON DRAW]NOS) ALL FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS SPECIFICATIONS. WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 STEEL AND LOW HYDROGEN CONTENT. ROD BRACE DETAIL (WES TO wee) TYPICAL WASHER RE UIRE~ENTS ERECTOR NOTE '_~~w-n ~ax~'"r~ ~0T SLOT TO SLOT CONNECTIONq ~T~ ~ ~OT SLOT TO HOLE CONNECTIONS ~ ~ ~[ HOLE TO HOLE CONNECTIONS -BP, ACE CLEVIS WEB OF COLUMN ROD BRACE DETAIL (CLEVIS TO CLE~qS) SECTION I LAPP[D/N~.$TED REGION SECTION 'B' TYPICAL FLANGE BRACE AT PURLIN &: RAFTER ~P F~NGE BRACE ~ BU COL & GIRT JOIST DEPTH GREATER THAN BEAM DEPTH SECTION BEAM DEPTH GREATER THAN JOIST DEPTH TYPICAL FLANGE BRACE DETAILS FOR JOIST TO MEZZ BEAM CONNECTION C3 WSSO550A/B D1 of 12 0 0 S[CllON A EW COL TO RAFTER CONNO PIPE STRUT DETAIL EW COL TO RAFTER CONN g PIPE STRUT W/BRACE CLEVIS DETAILf'~ ~2S ~LTS ENDWALL RAFTER RIDGE CONNECTION WITHOUT COLUMN ERECTOR NOTE: SEE BRACING DETAJLS AND ELEVAIlONS FOR BRACING PART NUMBEBS TIERED ROD BRACE DETAIL ~ TIERED BRACING AT PIPE 51RUI LOCATION USE (4) 3/4' · x 2 5/4' A325 E~TS (HO630)/NUTS (H0520) Al CUP USE (2) 1' · x 3 I/4' A~25 BOLTS (HOB40)/NUTS (HO33Q) AT 6' PIPE USE (.3) 1' e x 3 1/4' A525 BOLTS (HOB40)/NUTS (H0350) AT B" PiPE r A325 BOLTS MK HO010 INTERUEDIATE ENDWALLw..ouTRAF[ERcoL,,.. CONNECllON0 d 115 W5SO550A/B D2 of 12 RAVE LIN~ JOIST DEPTH) OEPTH) 1/4' FULL HEIGHT PORTAL FRAME DETAIL ' F~E COLUMN CUP MK. Pr-COl 3~PORTAL COLUMN H FRAME/PORTAL COLUMN ATTACHMENT ' FBC__ TYPICAL FLANGE BRACE CONNECTION AT FRAME COLUMN AND PORTAL COLUMN FINISHED FL~ 3/4' e A325 DOUBLE ANGLE BRACE DETAIL OF' COLUMN 2005 W5SO550A/B D3 of 12 CRANE SYSTEM GENERAL NOTES TOP RUNNING BRIDGE CRN~E DETAIL MATERIALS PROVIDED BY f ' '--L NUOOR BUILDING SYSTEMS Befell of End Truck ~ m Cron~ Roil ~ Method of Attochment Crone I.D. (A, B, C...) A Flnformotion Provided/Confirmed By Customer ~ ~lnformotion Assumed By NB.S. lntormotion Provided/Confirmed By Customer m ~ Ouontlty of Crones: ~ m ~ No. of Wheels Per End Truck: 2 m ~ Crone Type: (TRDG/TRSG) l~G m ~ Adjooent Crone LO m ~ Roted Copocity: ~ tons m ~ Crone Roil Size (ASCE); ~ Ibs/yd mCM~ Se~ice Duty Closs: C m ~ operoti~ Control Type: m ~ Hoist ond Trolley Weight: I~ Jbs. Bm ~ Center to Center of Adj. N/A ft--;n m ~ Bridge Weight: 10.~ m ~ Mox. Wheel Lood w/o Impoct: ~20 lbs. cm ~ Min. Top Cleor D~stonce Bumper Type: m ~ (Hydroulic/Rubber/SpHng) Dm ~ Min. Side Cleor D~stonce m ~ Bumper S~roke: ;n. Em ~ Top of Roll To Finish Floor: 22'-4' ft.-in Hm ~ Top of Roil To Center of TOP RUNNING CRANE DESIGN INFORMATION DETAIL TOP RUNNING BRIDGE CRANE DETAIL VIEW A VIEW C T~ ('~) SEP 0 © 2005 ~EW B GENERAL NOTES TOP-RUNNING BRIDGE CRANE ASSEMBLY DETAILS W5SO550A/B 04 of 12 (8) WASHERS H0220 GEAM W14X43 --1'-4' DEEP CRANE / BRACKET ,h (4) 3/4' · 2 3/4' A325 BOLTS MK. H0630 TOP RUNNING BRIDGE CRANE DETNL A ~ C/L OF C_OL~UM~N WS$O550A/B D5 of 1 2 CLIP MK. FOC01 4 1/4"~--~ 3/4 '3;~:::~ CEE CHANNEL REV. PURLIN MK. I~ ..... ENDWALL CLIP MK. CLIP MK. DXC__ FRAME OR ENDWALL RAFTER PURLIN CLIP MK. FC, C01 PURLIN MAE02~TXP99 ANGLE EXTEND T0~ EXTN. STEEL LINE. FIELD WORK AS REO'D. 1/4' (~ EXTENSION BEAM BOX BE.Nd SIDEWALL LOW EAVE &: RAKE EXTENSION DETAIL NOTE: USE 1/2"x 2" A325 BOLTS NO605/NUTS NO300 ( UN.O, ) ~<~ EXTEN0 MAR01 ANGLE TO EXT. STEEL LINE BO% I~AM LOW EAVE EXTENSION DETAIL ( D~6 BLDg. ~ EAVE EXTENSION EXTENSION BEAM LOW EAVE EXTENSION DETAIL LOW ~VE EXTENSION DETAIL [ 5~ SIDEWALL © REV. PURLIN OR BOX BEAM AT EAVE EXTENSION DETAIL W5SO550A/B D6 of 12 RECOMMENDATIONS FOR HANDLING AND ERECTING NBS STEEL JOIST,% RECOMMENDATIONS FOR HANDLING AND ERECTION NBS STEEL DECK* '<~O MEZZANINE ~1 21'-6" X 100'-0" MEZZANINE SYSTEM SPECIFICATIONS Columns MEZZANINE 48'-6" X 40'-0" MEZZANINE SYSTEM SPECIFICATIONS Welded MEZZANINE #3 21'-9" X 100'--0" MEZZANINE SYSTEM SPECIFICATIONS i)eo~ [-0~ Support Coi~n~ ~oiiotersi Ec~ Sd~pod B~ems ~ ~i~ge i0'-o i/2' ransack4 ~E u~ SUPP~m 8~ DIMEN SiO N,N. SPECIFICAT~:)NS MINIMUM CLEARANCE UNDER SUPPORT , { E SCREW DOWN DECK; DECK INFQRMA¥tQN DECK 1.0C DECK NUCOR BUILDING SYSTEMS "STEEL MEZZANINE DECK" ERECTION NOTES " BEAM CONNECTION DETAI ~ ~ AM CONNECTION DETAI ~ JOIST CONNECTION DETAIL ~ B~M CONNECTION D~AIL ~ ~ o ERECTOR NOTE: II.,',~'.~ ~ / .,~- ~ - ~ ,. ~ o JOIST CONNECTION DETAIL~ o JOIST CONNECTION DETAIL~ ~ o ~ POUR STOP D~AIL AT ~ ~, ~ ,o ~ ~ ~ o ~, c~c,~ ,o ~a~. ~. ~ ~ FULL HEIGHT COLUMN ~ POUR STOP DETAIL 8' OR 12' DIRT AT CORNER 10" GIRT AT CORNER GIRT AT SW OR E~/ FLUSH GIRT BOLT PLACEMENT DETAIL T AT 8' GIFf~S SECTION "A" ERECTOR NOTE; D.LESS S.EC,F,C^LLY HOTED OT.EnW,SE. STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GiRT TOED DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN tN THE DETAIL ~ELOW. STANDARD I z z ZEE GIRT ORIENTATION CEE GIRT ORIENTATION STANDARD GIRT ORIENTATION DETAIl SEE DIRT DETNLS FOR DIRT CONNEOTIONS (COLUMNS NOT SHOWN) / GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH ERECTOR M T ,,~T~ J UL PLE GIRT DEPTHS. REFER TO THE STANDARD BOLT I~liJ/r ! PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT. (2) HJO20 FASTENERS 7 EDC','"'Tn~ i GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH ~,~,-,,"rr- ] ULTIPLE GIRT DEPTHS. REFER TO THE STANDARD BOLT I~lg/r [. PLACEMENT DETAIL S) FOR PROPER BOLT PLACEMENT. FLUSH GIRT DETAIL STEEL LINE GIRT TO ENDWALL RAFTER CEES 'TOED DOWN' @ 15'-0" ELEVATION CEES 'TOED UP' @ 20'-6" ELEVATION CORNER FLUSH GIRT DETAIL FLUSH GIRT TERMINATION DETAIL -, SW OR EW GIRT DETAIL LAPPED GIRT DETAIL WELOED ........ CLIP SECT. SW OR EW GIRT DETAIL BYPASS GIRT BOLT PLACEMENT DETAIL WSSO550A/B ~ I ,~ ~. I ~C~ZE[ { ~ B~S GIRT CORNER D~NL GIRT TO H.R. JAMB DETAIL S]EE_L UNE_ GIRT TERMINATION SECT. "A" CEE/ZEE DETAIL CENT~I[NLE LIo~ ~J~M 11" 5' : ST1E'E-L4'LIN' -(4) 5/8'm x 2 1/4' A.~2S BOLTS (MI(. HOBiO) AND NUTS (MK. H0310) (4'X4"PATTERN) BUILT-UP (2) $/4'e x 2 3/4' ~325 BOLTS (MK H0630) AND NUTS (MK. H0320) BUMP-OUT BEAM CONNECTION ~LTS (MK. H0610) AND (AT LOt/SIDE) GIRT CLIP --BUiLT-UP [NDWALL COLUMN BUMP-OUT BEAM HOT-ROLLED JAMB BASE CONNECTION COLD FORM HEADER TO HOT-ROLLED JAMB 10" HOT ROLLED JAMB TO BOX BEAM ~ GIRT TO HOT-ROLl. ED JAMB '-'---~ (~"~7'2' ~'--;-T~7~-~o~~~o,l"~"~ ,o,E: us~ (.) ,/~', . ,/~- ~, ~.s .o~,.~s ~ ~ (~) ~/~'. ~ ~ CL~S ~ ~e ~F~ ST~ ~. I ' ~lON ~ JABB TO FINISHED FLOOR CONNECTION~ DOOR JAMB TO H~DER CONN £R~CTOR NOIE: I ir* ~ ~. ~To~ I _ - - ~ ~ e ':~' " ~ ¢ I I L--~ I':~ " Il , ~, --(3~ "'~ ~ I ~' ' I I ~ I t ~ ~ ~ SECTION "A' ~ ~ JAMB EXTENSION TO PURLIN ~ ~ DOOR JAUB TO GIRT CONN 8 J~B ~ENSION TO ZEE/CEE GIRT ~ ~ ~ ~/4' w]mH (*) moa fi*LO ~a ~ ~ SECTION ' ~ · C~ AS ~O'D) TLIN[ CORNER GIRT D~AtL ~ J~B ~0 ~ER CONNEXION / *r,L~ cm -- -- ~ ~ ~ ~ i ~FIELD DRILL o o ', - ~FIELD DRILL S~D F~ ~ FIELD CUl GIRT FROD LONG -- ~sEO c~ W'¢, H~S ~ ~,'~', , ~ V~' O~ ~ ~RS UNPUNCHED GIRT LENGIH ~ FIELD C~ GIRT FRO~ LONG co~c~s. PROVIDED. UNPUNCHED GIRT LENGTH P~DED. FLUSH/INS~ NESTED GIRT D~AIL~i BYPASS ENDBAY NESTED GIRT D~AIL~ SCDHS Ref. # CHO-0.3-O010 SEPTIC ME,4SUREMENTS 12' 14:5' 30' 40.'5' 34' ST AREA = 1,0890 LP#IOs~ LP#3 S ,58'31 '~° ~ 9 ASPHALT CURB CURB MAIN ACRES ANY ALTERATION OR ADSITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAI,V, EXCEPT AS PER SECTION ?209-SUSDIVIS£ON ~ ALL CERTEICAT£ONS HEREON ARE VALID FOR THIS NAP AND COPIES THEREOF ONLY IF SAID HAP OR COPIES SEAR THE INPRESSE~ SEAL OF THE SURVEYOR VHOSE 2ZGNA TURE APPEARS HEREOM SURVEY FOR ALBERTSON' MARINE AT ARSHAMOMAOUE TO~N OF SOUTHOLD SUFFOLK COUNTY, N. tr. 1000-56-03--13.4 SCALE: 1~20' SEPTEMBER 27, 2001 DECEMBER 12, 2005 (PROPOSED BUILDIN¢~--~ DECEMBER 15, 2005 (CERi7FICATION) mc JANUARY 10, 2006 (FOUNDATION LOCATI¢,~ MAY 2J, 2007 (FINAL) Walter J. Hilbe~ Offic~ of Wastewal. Mm'~eet ,[,.,_j CERTIFIED TO: BRIDGEHAMPTON NATIONAL SANK CHICAGO TITLE INSURANCE COMPANY TITLE NO, 3805-01020 ZONING DtS TRICT~ h4 II SCHOOL DIS TRIC T,, #5 FIRE DISTRICL #28 ELEVATION · =NONUMEN REF'~R,E, NCED TO N,G,V,D, "f~ECONIC <631) 765 - 50£0 FA) P O, BOX 183~ 7RAVELER STREET SOUTHOLD, N,K 11971 '5-1797 0i-259 28 O' CONCRETE FOUNDA~ON T/FND EL. 8.0 CURB SURVEY FOR ALBERTSON MARINE AT ARSHA~IO~IAOUE TORN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000--§6--03--13.4 SCALE: 1'--20' SEP~-MBER 27, 2001 DECEMBER 12, 2005 (PROPOSED BUILDINg) DECEMBER t J, 2005 (CER77FICAT/ON) JANUARY 10, 2006 (FOUNDATION LOCA 770N) CER77F/ED TO: BRIDGEHAMPTON NATIONAL BANK CHICAGO TITLE iNSURANCE COMPANY TITLE NO. JB05-01020 ZONING DISTRIC5 M II SCHOOL DISTRICL #5 FIRE DISTRICT; #28 ELEVATIONS REFERENCE9 TO N~GV,D, · =MONUNEN7 MAIN BOAD AREA = 1,089 4CRES £LEVA TIONS ARE REFERENED 'FO NGVD. ANY AL TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT£ON 7209 OF THE NEV YORK STATE EDUCATION LAV, EXCEPT AS PER SECTION 78~9-SUBBIVISION 2, ALL CERT£FICATIONS HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR OOPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON~ ¢631) 765 - ~ ~ ~OX 1230 TRAVELER STREET SOUTHOL~ ~ 11971 1797 ALL INFORMATION ON THIS, PLAN REGARDING SITE JOHN CONDITIONS FROM SURVEY EHLERS, LAND SURVEYOR. RIVERHEAD. NY DATED O~O'LO4 NO ~II~LL~ pROdUCING 12RINKIN® ~NATEt~ AI~E kS THIN lEO' LAN~DCA~ED A~EA~ F 50' RIGHT OF WAY 5EPTI~ TANK lO' DfA. X D.D' LEACHING POOLS CONCI~,ETE ~ETAINiN~ __ ; EX~AN~ LAN~DGAPE~ A~EA ISLAND T~STHOLE LOCATION METAL BU!L~tN¢ FLf~. ELEV 80 I/ DRtNG LUELL [DY SCDHS 595' 4 II LOCKED CLEANOUT ACCE~HATCH OVER CULVERT (LO~ POINT) AREA ~ HEAOHALL CLANODGAPEO A~.EA MAIN ~.OAI~ (~.~. 25)I A SANITAP-..'f PLAN $CALE: 1"=20' OiAINEP-.SH I P ELEV, GROUNDWATER ELEV 3,5 ELEV - 120 SANDY TOPSOil COARSE TO ~ BROWN SAND, SOME MEDIUM TO FINE GRAVEL COARSE TO FINE BROWN SAND, TO FINS DARK BROWN SAND AND DARK BROWN ORGANIC SILT fSP] BROWN AND GRAY SILTY CLAY, SOME COARSE TO FINE BROWN AND DARK BROWN SAND, TRACE DARK BROWN ORGANIC SILT, TRACE SMALL TO FINE GRAVEL {ML } BROWN CLAY, ROME GRAY SILTY CLAY, TRACE FINE GRAVEL, TRACE COARSE TO FINE BROWN SAND ICL) BROWN CLAY, TRACE FINE GRAVEL (CLI COARSE TO FINE BROWN SAND, SOME FINE GRAVEL, TRACE SILT 25' 0' TEST HOLE NO SCALE TEST HOLE PERFORMED BY SLACKE TEST BORING, INC 11/19/O2 BACKFILL TO BE CLEAN SAND AND GRAVEL WATERPROOF SURFACES BELOW GRADE ~4 REBAR e 12' CC, EACH WAY SET ON UNDISTURBED SOIL f TYP, ) 3' CLR ~'x%TYP' ] %R :r ·" / 3' CLR. TYP RETAINING EL 102 REBAR e 12" OC. ~4 REBAR ¢ 12' O.C, 12' HOOK 30' SPLICE EL MIN, 6.0 _GROUNDWATER EL, 3 0 WALL NO SCALE Southold Bay IO00- 56-O3-134 1000 56-03-133 F.F'f MAP ALBERTSON MARINE, INC. MAIN ROAD f S,R, 25 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OWNERSHIP A - SUFFOLK COUNTY TAX MAP NO OWNERSHIP B - SUFFOLK COUNTY TAX MAP NO REFERENCE NO CIO-03-Ol00 SITE DATA OWNERSHIP A - MAIN ROAD BROKERAGE, INC 61500 RT. 25, SOUTHOLD, NY 11971 ZONING CLASSIFICATION M-II PRO?OSED USE MARINE STORE/SHOWROOM & SHOP TOTAL AREA OF SITE LO89 ACRES 47,266 SOFT EDWARD ERNST 61025 RT. 25, SOUTHOLD, NY 11971 R-80 VACANT 420 ACRES 183j37 SQF] OWNERSHIP B - ZONING CLASSIFICATION PROPOSED USE TOTAL AREA OF SITE TOTAL AREA OF SITE SANITARY DESIGN CALCULATIONS I, ALLOWABLE DENSITY TOTAL ACREAGE - 5289 ACRES HYDROGEOLOGICAL ZONE IV WATER SUPPLY - PUBLIC SERVICE 5,289 ACRES X 600 GPD/ ACRE: 3173,4 GPD IL DESIGN FLOW RETAIL/SHOWROOM AREA 5000 SOFT x 003 GPD/SQFT = 150 GPO WAREHOUSE/PARTS/RESTROOMS AREA 7000 SOFT × O,04 GPO/SOFT = 280 GPO TOTAL SANITARY DESIGN FLOW: 430 GPD III, SANITARY SYSTEM DESIGN SEPTIC TANK 430 GPO x 2 DAYS FLOW: 860 GALLONS USE SINGLE 1200 GALLON CAPACITY TANK LEACHING POOLS 430 GPD/I,5 GPO/SOFT - 287 SOFT. USE 3 - lO' DIA, × 3.5' DEEP LEACHING POOLS TOTAL CAPACITY 330 SQ,FT. __ INLET MIN 4' DIA. CLASS 2400 PIPE PITCHED MIN I/8" / FT INLET ~N 4' DiA CLASS 2400 PiPE PITCHED I/4'/FT __ CAST IPCDN COVERS L, L LJ '?l ? H - OUTLET bIN 4' DIA. CLASS 2400 FIFE PfTCHED 1?8'/FT __CAST IRON COVER TO GRADE MIN COVER C 2 GRADE le M f~l GROUNDWATER __ BACKFILL MATERIAL TO BE CL SAND AND GRAVEL I TYPJ 8'-0' j PROVIDE CROSS OVER PIPES BETW ~ DIAMETER ALL RINGS AT MID-HEIGHT -- SANITARY A .. SEPTIC, TANK. ~~ FIRST RING ~AV*T~ ~o ~v -,=.o P~ST iRON SAO~F[LL ~ITH GLEAN SA~ .... 7 DRAWN' SH DATE: SCALE JOB NO. SHEET ~© QZ I CHECKED ' 3/03 AS NOTED OF 5 SHEETS ALL INFORMATION ON THIS PLAN RE~ARDIN¢~ SITE CONDITIONS PROM JOHN EHLERS. LAND SURVEYOR, RIVERHEAD. NY DATED O~.Oq,O4 SURVEY BY ALBERTSON MARINE, INC, MAIN ROAD ( S.R. 25 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OWNERSHIP A - SUFFOLK COUNTY TAX MAP NO, OWNERSHIP B - SUFFOLK COUNTY TAX MAP NO. REFERENCE NO, C10-03-O100 IO00 56-03-13.4 1000-56-O3-13,3 ~ !" ~ O¢~o,,e~__~.- SITE DATA OWNERSHIP A - MAIN ROAD ZONING CLASSIFICATION PROPOSED USE TOTAL AREA OF SITE OWNERSHIP B - ZONING CLASSIFICATION PROPOSED USE TOTAL AREA OF SITE 7rsnsPor~8/om IO94' to Laurel Avenue BROKERAGE, INC. 61500 RT. 25, SOUTHOLD, NY MARINE t197~ M-II STORE/SHOWROOM & SHOP 1.089 ACRES 47,266 SQ.FT. / EDWARD ERNST 61025 RT,25,SOUTHOLD, NY 11971/ R-80/ VACANT/ 4.20 ACRE:~ 183,137 SO/, '- ~---~ ~"'J' I/ The NY$ Fresh~uater LLletland E~oundarg "~ ~ls equal to the toe of slope on the north U~A ~' -'-~--~ ~ sale oF the LIRR Tracks as verified by ~tOPl[~ ~ ---~_. ~R, Marsh and G. Kozlo~sM on 4/23/04 ,0 Southold Bay O~nersh,p D Area = 183,131 s[ or 4.20 Acres flncludes R~ght of ~a~) 5B8 51'O0"~J [OO.~ z~ -( o Z --Io 410,81' I00.00' edge of pavement / edge o[ pavement Projeet SI TiE PLAN FEN!A ZONE AE '--LEV. 8.0 7 Ill -7 (f) o~ FYi <o DATE . O1.21 04 SCALE . AS JOB NO. SHEET Z ,J Z LU G¢) CHECKED , NOTED r~ , Southold Bay 12.Oq ~2.-/O 6 NO IN~LL~ ~VIDIN¢ DRIN~IN~ ARE PII'THIN lDO' LAND'GAPED A~A~. lDO I~ H~ AT ID' NtOUNTIN~ HEIGHT t=OOTGANJPLEB ANI~ BEANI DIAh4ETE~ ¢ ... ~ The NYS ~resh~ater. ~etl~nd ~oundarg ¢ :~ ¢ ?/ - ¢ R. Narsh and G Koztomski on 5/23/Od . /.~ is equal to the toe of slope on the norLh s~de of the Liar Teacks as venhed bg =o, - - 12.3 ~T ........ I.~ .......4.4 12 FT. /// L IOHT ~OOTGAN~LB VALUE¢ [ I ~,.,.~, O N 8~~ A~A ~TI DATA GROUNDmATER ELEV. ~.~ LEACHING POOL~ ~-= , WATT ~ 'P~Sf~ ~ , ~RAINS WA~ M~,L~T'M~NT 15" [ ~0~ ~INT ) GRAVEL AREA = ~O ~LO~ ] TOTAL CAPACITT REQUI~BD = 3,~80 CU,FT. PROVIDE EXPANSION JOfNT5 20" O.C BITH 0 STIO~M ~ATED TOTAL CAPACITY pEOVIDED = 3,3~q GU.FT. I I J LEAC~IN~ POOL5 PAVEMENT ASPHALT I~EARINC~ COURSE 5ANITAI~¥ [ , (~.) e i/LAND~APE~ A~A CAPACITY RE~UI~ED = qlfl GU.PT. ASPHALT BIND~E . x,_-¢ SEEDED TOPSOIL SURFACE BASE ~ LR MAIN """~'~"~ ~Y THE NY~DOT (~ert~) P~OFILE OF OPEN TRANCH ~UR~ ~)~,~.*0~.* ~ALEI; j~ ~20 ALL INPORNATION ON THIS PLAN REGARDING 5lTL CONDITION5 FROM SURVEY BY OF ~HA ZONE AE ~I,,,~V. i ~'O JOHN EHLE~S, LAND SURVEYOR. RIVERHEAD, NY DATED 05.01.04 <o : CHECKED : 08.20.04 AS NOTED 5 SHEETS '-3"t + 2'o"1 T WAREHOUSE / B~CE WALLA- 24'ABOVE GROUND FLOOR , , ~' I~1 II I~ I~1 I~ 100'-0" 97'-6" 22 '-9" "m 14'-4" + 11 '-3" TZ 3'-4"±T 11 '-3" t 14 '-4" + 22'-9" WAREHOUSE 5,000 Sq. FL PARTS DEPARTMENT 1,570 Sq Ft. 4,900 Sq. Ft, I 8'-0" ±3'-4"1 8'-0" ~ 3'-4", 8'-0" ~3'-4" 8'-0" 8'-0" 8'-61/2'' ~ 4'-6" I 3'-4"1 6'-0a/4" 7'-0" 6'-0~/4'' 4'-6" ' T T T T 1'-3" ,. ? ~' 33,_6~,~" T T T T 65,.2m" 34,_91/2" 100'-0" t 5'-8"8'-0" v-3" + + +3'-4."+ 100'-0" 33,.61/2" 34,.9u2" 3,_11a/4'' CLEARSTORY GROUND FLOOR 12,050 Sq FL WAREHOUSE (OPEN TO GROUND FLOOR) 97'-6" 3'~'~' (. PLATFORM SHalOM . .... ' .... ~ iI I _. II ~ ~ +1 64,.4~/2 1'-3" _ 65,_2u2'' 34L9u2'' CLEARSTORY 14'-0" r 11 '-5" 14' W X 16' H - OVHD 100'-0" ~ '-" 11'-5" 14'-0" 22'-11" · 3'-4" + 14' W X 16' H - OVHD WAREHOUSE PARTS DEPARTME~F OFFICE COUNTER SHOWROOM 4~900 Sq, FL. 19' 2,, lO'I,, 1 65'_2u2" 100'-0" 6'-0" =4'-1314".. =4-1 ~ 6_-0 33,.6u2" 34,.9~m'' GROUND FLOOR I~IAY 2 - CONTROL ~ TOP OF PEDESTAL ~_ JOINTS J-~-~ I! SEE DETAIL 10 I 7" P.C. SLAB wi#3 REBAR @12" O.C. MID. HT. OF SLAB OVER 2" THICK INSULATION ( DOW/STYROFOAM- HIGH LOAD 100) 120' TOP OF WALL - ELEV. 8.0' BOTT. OF FTC. - ELEV. 4.5' 151 · 22' RAISED CONC. WALL T.O.W. ELEV. 11'-4" J SCALE: 1/8"=1 ~0 * GROUNDWATER LOCATED AT ELEV. 3.5'- 11.19.02 DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMB1! ~ ALL PLUMBING v'~'~ ~' E ~,.~ J / & WATER LINES NEED TESTING BEFORE COVERING ! ~ J ~ '~'LO0]) ZO~~ PLUMBER CERTIFICATION coMPLY WiTH cHAPTER -'q'~ ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY coDE. SOLDER USED IN WATER SUPPLY SYSTEM ~NNOT FiRE iNSPECtiON EXCEED ~I0 OF 1~ LEAD. REQUIRED BEFORE OPENING ALL CONSTRUCTION MEET RETAIN sTORM WATER RI PURSUANT TO OF THE TOWN CODE. ANCHOR BOLTS DIA LENGTH HOOK PROJECTION 3~4" 12" 3" 3" 1" 16" 3" 3" I 1/4" 24" 3" 3" COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF i~; ~ :~~E: ... ' J '/ . SO~ 5OLDTOWNZBA N ',I~Y BOILDJR¢~ DEF~ARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE· NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS· :lC/ rE 'HI z 0 LLI (/) -- o ry, cm E 0 ~o m UJ m 7 < 0 DRA'¢~I BY: MO DATE: 09.29.05 SCALE: AS NQTED SHEET OF 5 SHEETS UNDERWRITERS( SOUTHOLD TOWN PLANNING BOARD 3¢.o 12" 24" 18" SCALE: 3/4" = 1'-0" 12" 24" FOOTING TYPICAL 3 PILE CAP SCALE: 3/4" = 1'-0" v/ SOUFHOLD TOWN TRUSTEES ~ / N,Y,S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY CERTIFICATION OF 12" NAILING & CONNECTIONS REQUIRED, EXTERIOR F/AgE OF FDN.~ TYP'IGAE' 2 : PIEE' CAP ACE Of FTG. PILE FACE OF FTG. 18- i. PILE _ _ 28' ii_- ] ] ] 1_ 12" , FACE OF FTG.. f- PILE b 12" 28' 12" 21' 24" 27'~' 12" SCALE: 1/8"=1'-.0" CONCRETE NOTES 1. DESIGN, MATERIALS & METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSL AT 28 DAYS, EXCEPT CONC. SLAB WHICH SHALL BE 4000 PSI. 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + BEG. F.. IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM FREEZING FOR A PERIOD OF 4 DAYS. A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS - LATEST EDITION. A, PORTLAND CEMENT AS PER ASTM C150 -TYPE I. B.CONCRETE AGGREGATES AS PER ASTM C33, 3/4" MAX. SIZE. C. WATER SHALL BE CLEAN & FREE FROM iNJURIOUS AMOUNT OF OILS, ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS SUBSTANCES. D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM TO C.R.S.I. STANDARDS. E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER AS3~vl A82-84 AND A185-84. F. WATERPROOFING AS PER AC1515.1R-79. 4. ALL CONCRETE SHALL BE AIR ENTRAINED ( 3-5% RETENTION ) 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM EEAPJNG CAPACITY OF TV~3 TONS PER SQ. FT. 6. THECONCRETECONTRACTORSHALLCOOPERATEINSETTiNGALL ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTI-IER TRADES. SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO PRECLUDE ANY CORROSION. 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 9. ALL REINFORCEMENT SHALL BE TIED IN pLACE BEFORE CONCRETE POURED ON GROUND SHALL EE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. 10, ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACl 318 CLASS "C" WITH 40 D A MINIMUM, BENT AROUND CORNERS ANEJ HOOKED AT'~I~,I"'~)NTI N UO U S ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BE'nNEEN SUPPORTS AND Bo'rroM BARS AT SUPPORTS, REVERSE FOR FOUNDATION MATS, STAGGER SPLICESAND OFFSET SPLICES OF BARS AT OPPOSITE FACES, 11. ALLSLAB-ONq2RADETHICKNESSESSHOWNAREMiNiMUMTHiCKNESSES TO BE USED. INCREASE AS REQUIRED FOR DRAINAGE PITCH. 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOIN'rS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. 13. FOR CONCRETE WALLS ABOVE GRADE, VERTICAL CONSTRUCTI ON JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 ~t., AT LEAST 4 FT. FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING. 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. TIMBER PILE NOTES 1. ALL PILES SHALL BE PRESSURE TREATED TIMBER iN ACCORDANCE WITH A,W.P.A. C-1 FOUNDATION MARINE 1.0 CCA-C. PILES SHALL BE DRIVEN TO A MINIMUM RATED CAPACITY AS DETERMINED BY THE ENR FORMULA OF 15 TON. PILES SHALL HAVE A MINIMUM EU"Fr DIAMETER OF 10 INCHES. LENGTH TO BE DETERMINED BY BLDG. ELEVATIONS & SOIL CONDITIONS. A MINIMUM PENETRATION ~1! OF 15.0 FOOT IS REQUIRED INTO VIRGIN SOIL. THE PILE TIp SHALL REACH AN ELEVATION OF -10,0 MSL. AS A MINIMUM. 2. ALL PILE HANDLING, SETrlNG, AND DRiViNG SHALL CONFORM TO THE N.Y.S. DEPARTMENT OF TRANSPORTATION CODE REQUIREMENTS. DAMAGED ~.~ PILES SHALL BE REPAIRED OR REMOVED AS PER ~ INSTRUCTIONS OF THE RESIDENT ARCHITECT. 3. pILES SHALL BE DRIVEN TO WITHIN 3" OF THE DESIGN I~- LOCATIONS. PILES OUT OF TOLERANCE SHALL REQUIRE REMEDIAL ACTION AS PER THE RESIDENT ARCHITECT. 4. ALL PILE AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITIH ASTM A153. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT ARCHITECT. ALL STEEL CONNECTORS SHALL BE GRADE 2 OR EQUAL. 5. ALL TIMBER GIRDERS AND BRACES SHALL BE CCA TREATED FOR GROUND CONTACT USE AS PER AWPA STANDARDS, 0.6 #/CU.FT. TIMBER TO BE SOUTHERN YELLOW PINE No. 2 CONSTRUCTION GRADE. 6. USE GALVANIZED NAILS FOR ALL EXPOSED AREAS. 7. PLEASE BE ADVISED THAT THIS PILE FOUNDATION HAS BEEN DESIGNED FOR ALL REQUIRED ENVIRONMENTAL LOADS WiTH THE EXISTING SOiL LEVEL OF APPROXIMATELY +6.0 MSL. ANY LOSS OF SOiL BELOW THIS ELEVATION WILL BE DETRIMENTAL TO THE STABILITY OF THE PILE GROUP. IF THE SOiL ELEVATION FALLS BELOW THIS POINT, REMEDIAL ACTION WILL BE REQUIRED. THE ADDITION OF SOIL ABOVE THIS ELEVATION WILL NOT HARM THE PERFORMANCE OF THE FOUNDATION. 8. ALL STEEL TO RECEIVE HOT DIPPED GALVANIZING OR PRIMER AND FINAL COAT OF PROTECTIVE PAINT EQUAL TO: METALATEX PAINT SYSTEM BY SHERWIN/W]LLIAMS. 9. LOCATION OF PILE FOUNDATION ON PROPERTY iS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER. ALL SETEACK LINES AND PILE LOCATIONS TO BE LOCATED AND STAKED BY OTHERS PRIOR TO CONSTRUCTION. Z DRAWN BY: MO DATE: 09.29.05 SCALE: AS SHEET OF 6 SHEET #4REBARSTIRRUPS AT TOP ANCHOR BOLTS SEE ANCHORBOLT PLAN FOR LOCATIONS END WALL > ¢ · 4 - 3/4" Dl~ X 12' FSIDE WALL ANCHOR BOLTS PROVIDE 3" PROJ~ECTION 4 - #5 REBAR- 8" ' 2'~." I 2-fl6 REBAR HAIRPIN INTO SLAB ANCHOR BOLT PLAN SCALE: 1" = 1'..0" CONCRETE PLAN SCALE: 1" = 1'-0" DETAIL 1 12" 2' 2" SIDE WALLT l 8" ANCHOR BOLT PLAN SCALE: 1" = 1'~' END WALL TOP OF WALL SET 3'-4" ABOVE SLAB 4~1 1/4" DIA. X 24" ANCHOR BOLTS PROVIDE 3" PROJECTION #4 REBAR STIRRUPS @ 12" C.C. DOUBLE AT TOP -- 2-//6 REBAR HAIRPIN / 72' INTO SLAB CONCRETE PLAN SCALE: 1" = 1'~" ANCHORBOLTS SEE ANCHOR BOLT p!.~NFORLOCATIONS DETAIL 3 4 - 3/4" DIA. x 12' ANCHOR BOLTS PROVIDE 3" PROJECTION ANCHOR BOLT PLAN SCALE; 1" = 1'..0" 4-1 1/4" DIA. x 24" ANCHOR BOLTS PROVIDE 3" PROJECTION ANCHOR BOLT PLAN SCALE; 1" = 1'-0" ,f 4 - #5 REBAR 24" 12" ANCHOR BOLTS SEEANCHORBOLT PLANFORLOCAT[ONS ~ REBAR STIRRUPS' @ 1'Z' O,C. DOUBLE AT TOP I I 2-~ REBAR HAIRPIN DETAIL 2 CONCRETE PLAN SCALE: 1" = 1'~" 6 - #5 REBAR f~l REBAR STIRRUPS--- ~ 12' O C. DOUBLE AT TOP I ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS F DETAIL 4 CONCRETE PLAN SCALE, 1" = 1'A7' 24~ REBAR HAIRPIN 72' INTO SLAB O .c_ ,',', , '~"".,...__~r '" Z I--o UJ m Dl:~q BY: MO DATE: 09.29.05 SCALE: AS NOTED SHEET OF 5 SHEETS 4 - 3/4" DIA. x 12" ~NCHOR BOLTS PROVIDE 3' ANCHOR BOLT PLAN SCALE: 1" = 1'4" 4 - 1 1/4" DIA, x 24" ANCHOR SOLTS PROVIDE 3" PROJECTION 8II ANCHOR BOLT PLAN SCALE: 1" -- 1q7' 4 - 11/4"DIA x 24" iOLTS PROVIDE 3" PROJECTION 4 - 1 1/4"OIA X 24" ANCHOR BOLTS PROVIDE 3" PROJECTION DETAIL 5 ---I 8 - #5 REBAR #4REBARSTIRRUPS--- AT TOP DETAIL 6 10-f~REBAR #4REBARSTIRRUPS -- @~z'o.c BOUSLE I AT TOP CONCRETE PLAN SCALE: 1" = 1'-0" 1'-6" ' 10 1/4" -k CONCRETE PLAN SCALE: 1" = ANCHOR BOLTS SEE ANCHOR BOLT pLAN FOR LOCATIONS 2~6 REBAR HAIRPIN 72" INTO SLAB ANCHOR BOLTS SEE ANCHOR BOLT PLANFOR LOCATIONS 24t6 REBAR HAIRPIN 72'* INTO SLAB 4 - 3/4" DIA. X 1~' ANCHORBOLTS 10" 8" ANCHOR BOLT PLAN SCALE: 1" = 1q7' 4 - 1 1/4" DIA. x24" ANCHOR BOLTS PROVIDE 3" PROJECTION ~ ~ 12" O.C. DOUBLE AT TOP 8 - #5 RESAR ] I DETAIL 7 -2" 2"- -2" CONCRETE PLAN SCALE; 1" = 1'-0" 24~6 REBAR HAIRPIN 72" INTO SLAB ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS C3 <I~ m ~- o ~' (.} .c:gm o~ D~ BY: MO DATE: 09.29.05 SCALE: AS NOTED SHEET OF 6 SHEETS 18" 8Ii 4 - 1 1/4" DIA. x 16" ANCHOR BOLTS PROVIDE 3" PROJECTION ANCHOR BOLT PLAN SCALE: 1" = 1'-(7' 24" 4 - 1" DIA. x 16" ANCHOR BOLTS PROVIDE 3" PROJECTION ANCHOR BOLT PLAN SCALE, 1" = 1'-0" TOP OF PEDESTAL BELOW TOP OF SLAB 2-.'~6 REBAR HAIRPIN 72" INTO SLAB 12" C.C. DOUBLE AT TOP I 6 - #5 REBAR DETAIL 8 ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS CONCRETE PLAN SCALE: 1" = 1'-0" 24" 24" L ~4 REBAR STIRRUPS @ 12"O.C DOUBLE AT TOP 4 N 24" 4 - #5 REBAR J IOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS CONCRETE PLAN SCALE: 1" = 1'-6" DETAIL 10 2-#6 REBAR HAIRPIN 72`' INTO SLAB 4 - 1 1/4" DIA. x 24" ~,NCHOR BOLTS PROVIDE 3" PROJECTION ANCHOR BOLT PLAN SCALE: 1" = 1'-0" 24" F @ 12`' C.C. DOUBLE AT TOP 16" 6 - #5 REBAR DETAIL 9 I- ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS / CONCRETE PLAN SCALE: 1" = 1'-0" SIDE WALL 6,1 6'1 . ¢ ANCHOR BOLT PLAN SCALE: 1" = %0" __ 2-~6 REBAR HAIRPIN 2'~ 72'' INTO SLAB ANCHOR BOLTS PROVIDE 3" PROJECTION ENO WALL #4 REBAR STIRRUPS @ 12`' C.C. DOUBLE AT TOP ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS CONCRETE PLAN SCALE. 1" = 1'-0" DETAIL 11 O .__.. ~ '"' E Oo D~ BY: MO DATE: 09.29.05 SCALE: AS NOTED SHEET OF 6 SHEETS C 1/2" EXPANSION SEAL (TYP.) FINISHED GRADE 2'-(7* KEY ~ ~ SLAB ~ I'Z'O C. DOUBLE AT TOP (TYP.) 5 REBAR 1/2" EXPANSION SEAL (TYP.) FINISHED GRADE KEY ~ 12" O.C DOUBLE AT TOP (TYP.) TYP SEAL(TYP.) 7"CONC. SLAB FINISHED GRADE @ 12" O C. DOUBLE AT TOP (TYP) 10" DIA. TIMBER PILE- TYP. 44~5rEBAR EACH WAY SET FOOTING ON UNDISTURBED GRANULAR MATERIAL SECTION A SCALE: 3/4" = %0" 12" I 24" ,I. 12" SECTION B SCALE: 3/4" FINISHED GRADE KEY 1/2" EXPANSION SEAL (TYP.) SLAB @ 12" 0 C. DOUBLE AT TOP (TYP,) 5 REBAR FINISHED GRADE KEY 6-#5REBAR EACH WAY SET FOOTING ON UNDISTURBED 12" SECTION D SCALE: 3/4" = 1'-0" I~"EXPANBION SEAL(TYP) 12" I I I 30" SECTION E SCALE: 3/4" = 1'-0" 6- #5 REBAR EACH WAY COTING ON UNDISTURBED GRANULAR MATERIAL 7" CONC. SLAB AT TOP(TYP.) 6-#5REBAR EACH WAY SETFOOTING ON UNDISTURBED KEY 5 - #5 REBAR EACH WAY SET FOOTING ON UNDISTURBED GRANULAR MATERIAL SECTION C SCALE: 3/4" = 1'-0" 1~2" EXPANSION 7" CONC. SLAB KEY 12" x 24" P.C. FOOTING SET FOOTING ON UNDISTURBED GRANULAR MATERIAL SLAB 1/2" EXPANSION SEAL- (TYP) "' CONC. SLAB ~) TYPICAL FOUNDATION SECTION SCALE: 3/4" = 1'~' 4 12" 24" SECTION F SCALE: 3/4" = 1'-0" REBARSTIRRUPS AT TOP(T','P.) '1 5-~5 REBAR EACH WAY ET FOOTING ON UNDISTURBED GRANULAR MATERIAL 12" FINISHED GRADE KEY 12" 1t IEBAR STIRRUPS 12" C.C. DOUBLE AT TOP (TYP.) 5REBAR 5-#5REBAR EACH WAY ,IG ON UNDISTURBED GRANULAR MATERIAL SECTION G SCALE: 3/4 = 1 ~' EXTEND SLAB TO 12" EDGE OF CONC, DROPTOPOF 7"CONCRETE 2~ COMPACTED MATERIAL SECTION @ O.H. DOORS-TYP. SCALE: 3/4" = 1'-0" 03 03 '' ~ 0 w Z o D~ BY: MO DATE: 09,29.05 SCALE: AS NOTED SHEET OF 8 SHEETS APPFJO~/ED AS NOTED DATE:~ B.P.# NOTIFY BUILDING DEPA1R~M'ENT AT 765-1802 8AM TO 4PM FORTHE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PL UMBER CER TIFICA TION ON LEAD CON~ENT BEFORE CERTtF/CATE OF OCCUPANCY SOLDER USED IN WATER SUPPLy SYSTEM CANNOT EXCEED 2/10 OF I.% LEAD. & WATER LINES NEED TESTING aEFORE COVERING too zo COMPLY WITH CHAPTER "46 FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN ,CODE. UNDERWRITERS CERTIFICATE~ REQUIRED CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. GENERAL NOTES Southold, New York ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. FIRE INSPECTION REQUIRED BEFORE OPENING OCCUPANCY OR ,wilSE IS UNLAWFUL 1. Contractor shall check and verify ali9. The owner shall provide all required testing and 14. All exit, emergency lighting, smoke, fire 20 For all drywall partitions, provide 5/8" gyp {. ~iTHOUTCERTIFICATE dimensions, elevations, openings, etc. and inspections coordinated and called for by the G.C. detection and fire extinguishers shall be installed to type in water areas) board which shall be taped conditions at the site prior to starting of work and applicable codes, and spackled with three (3) coats and sanded OF OCCUPANCY · ' smooth· COMPLY WITH ALL CODES OF shall familiarize himself with the intent of th.ese 10. If m the course of co.n. struct~on a cond~bon plans and coordinate with the architect/engineer, exists which disagrees w~th that as indicated on 15. Contractor shall install all necessary NEWYOR.,K STATE~TOWN CODES these plans, the Contractor shall .s. top work and barricades, falsework, shoring, bracing and any 21. General Contract.o. r is responsible for AS REQI~[RED AND 2. DO not scale drawings. Written- dimensions notify the architect. Should he fad to follow this other construction material or equipment required coordination of all dehveries & all trash remo~ s0,:T~ ':'T'"..';~r supersede scaled dimensions, procedure and continue with .t. he work, he shall to completely protect persons and property due to _.~___ s:.L,-.~ assume all reslPonsibility and hability arising any phase of work, conforming to Building Code of SITE SAFETY NOTES 3. Drawings and specifications as instruments of therefrom. New York State. ~/ N.¥.S. DEC service are and. shall be used only for the project which they are intended. They are not to be used 11. Contractor to repair and patch (by hand) any 16 All plumbing shall be installed by a plumber I. Construction work shall be confined to the on any other projects or extensions to this project except by agreement in writing to the architect. 4. Contractor shall obtain a building permit from municipality prior to starting any work & shall secure C OF 0 @ completion 5. Contractor shall obtain all required approvaJs for work performed from agencies having jurisdiction thereof. 6. All work shall conform to the Building Codeof New York State, N.F.P.A., O.S.H.A. and all rules and regulations that apply. 7. Contractor shall maintain coverage for all insurance, bonds, workmen's compensation, material and labor bond, etc.., as required b y law. 8. Testing and inspection of concrete, steel welding, H.S. bolting, controlled inspections, etc. to be in accordance with the Building Code of Ne~v York State. areas altered or damaged during process of work. 12. Wherever they are not in conflict with those specifications, all materials shall be installed in strict accordance with the manufacturer's written specification o~r materials. Where manufacturer's recommended details are used the manufacturer shall be responsible for the performance of their project and shall indemnify and save harmless the Owner, Architect and General Contractor in case of failure. The C~ntractor is cautioned to make continuous observations of the existing structures during the performance of his work. Should he become aware of any situations that require further investigation o.r study (such as cracks in masonry or slabs, additiional deflection, etc.) he shall notify the Architect o,r Engineer. 13. All exterior openings shall be shuttered for hurricanes and severe storms following New York State Building Code Section 1609.1.4ex1 - Wood structural panels with a minimum thickness of 7/16" and a maximu~m panel span of 8'-0" shall be permitted for o~pening protection in one and two story buildings. Panels shall be precut to cover the glazed opening with attaching hardware provided. ABBREVIATIONS A,F.F. ABOVE FINISHED FL. EXG EXISTING AL ALUMINUM EXT EXTERIOR EIFS EXTER(OR INSULAT]ON FINISH SYSTEM B.C. BY OTHERS B.B. BULLETIN BOARD BD BOARD RS, FULL SIZE BLDG BUILDING FIN FINISH BLK ELOCK FIXT FIXTURE ELKS SLOCKING FL FLOOR FR FITTING ROOM C,H CEILING HEIGHT C,R. CASH REGISTER GALV, GALVANIZED CAB CABINET G,C, SEN, CONTRACTOR CLR CLEAR G.H, GARMENT HANGER COL COLUMN GA GAUGE CONST CONSTRUCTION GL GLASS CONT CONTINUOUS GYP. ED, GYPSUM BOARD CR,PL, CHROMIUM PLATE H,R HANGRAIL DIA DIAMETER HD HEAVY DUTY DIM DIMENSION HDW HARDWARE HDWD HARDWOOD DR DOOR HOT HEIGHT DTL DETAIL HORIZ HORIZONTAL DWG DRAWING DWR DRAWER I,D, INSIDE DIMENSION INT INTERIOR ELEC ELECTRIC EQ EQUAL L,H, LEFT-HAND ELEV ELEVATION L,L LANDLORD EWC ELEC.WATER COOLER ¢1 MIRROR ,4AX MAXIMUM v~ECH MECHANICAL ~FR MANUFACTURER VIIN MINIMUM VIISC MISCELLANEOUS 14TD MOUNTED VITL METAL q.A NOT APPLICABLE q.I.C, NOT IN CONTRACT q,TS, NOT TO SCALE )C Dfc ON CENTER ~.D. OUTSIDE DIMENSION ")PNG OPENING 3PP OPPOSITE ~/- PLUS OR MINUS =ARTrN PARTITION =LWD PLYWOOD ?OL POLISHED =L.LAM PLASTIC LAMINATE =.O.S. POINT OF SALE PT PAINT PTD PAINTED R,H. RIGHT HAND) REINF REINFORCE[D REMV RSMOVEABLE REQ'D REQUIRED REV REVISION RM ROOM S,C. SHOPPING CENTER S.F, SQUARE FEEET S.S. SERVICE SIMK SECT SECTION SIM SIMILAR SL DR SLIBING DO(ORS SPEC SPECIFICATIION STD STANBARB STL STEEL ST. STL. STAINLESS ~TEEL STRUC STRUCTU RA~,L SUSP SUSPENDEC) TEL TELEPHONE[ TYP TYPICAL VERT VERTICAL WC. WALL COVE~RING WD WOOD licensed in the State of New York in strict conformance with Building Code of New York State and National Plumbing Code. 17. All electrical work shall be installed by an electrician, licensed in the Sate of New York in accordance with N.Y.S. and National Electrical Codes, Board of Fire Underwriter Located at 85 John Street, NY, NY 10038. 16. Contractor to verify all lengths, runs, sizes and access for wiring, cables, etc. 19. At the completion of each work day, each trade shall be responsable for cleaning up their work. Rubbish removal shall be done in a dust-inhibitive fashion and the job site shall be free of all debris and broom cleaned upon completition. At some point during the construction process store fixtures shall be installed prior to completion and before installation of the floor. All care must be taken to protect this and any other fixture. The G.C. shall coordinate installation of this and other equipment provided and / or installed by others. immediate area and will not create dust, dirt, or other such inconveniences to other areas within the site. 2. Construction operation will not block roadways or other means of site access. TOWN INFORMATION SITE LOCATION DISTRICT 1000 S,C T.M SECTION 056 Building Code of NYS DESIGN CRITERIA LU ~ POWER VEN'ED 1 1~ GAS FIRED H W. HEATER .... MOP SINK CODP I 3"F,D, PLUMBING RISER DIAGRAM N .T.S. 1 1/2"V 2"W 1 1/2"V ROOF 4"V 1(21'V ....... i 4"VTR '¢:: ...... I 1/2"V 2"V i 2"V ROOF 4II CODF 2"V 1 1/2"V 4II 1 1/2"V 3"F.D. ! 1 1/2"V 1 1/2"V W.H, LAV. W.H, LAV. 4" 4" 1 1/2'"~' 4" @ 1/8"/FT. 1/2"V CODP 2"V 4"V 1 1/2"V 4II 1 1/2"V 3"F,D, 1 1/2"V I 1/2"V 1 I/Z'V 1 1/2"V W,H. LAV. W,H, LAV. W.H. LAV. W.H. LAV, 1ST FLOOR 3"SHOWER 4I' 4" 4" 4" 1 1/2"V TRAP EXTERIOR WALL 4II TO SANITARY DISPOSAL SYSTEM. (BY OTHERS) 0'!I + 100'-0" 98'-4" i 8'-0" 8'-0" 10"~ +3"4"+_ _,t3'-4" + WAREHOUSE (OPEN TO GROUND FLOOR) 97L6" ii ~ 42" ~IGH SAFETY RAILING '"~.~ PLATFORM PROVIDE 1 LAYER OF 5/8 DRYWALL ON EACH SIDE OF 8 S31'UDS 16 CC BRACE WALL AT 24' ABOVE GRO UN D FLOOR TO STRUCTURE ABOVE__ .SHOWROOM (OPEN TO GROUND FLOOR) ~ co I 8'-0" 3'-4" 8'-0" 6~,.41,~.~ ~3'-4"+ 8'-o" ¢'-4"+ 65,.21/2'' 100'-0" 7'-0" 6'-0~/4'' 33,.6u~'' + 34,_91/2'' CLEARSTORY 100'-0" ~ E 97L6,' 1 '-3' 22'-9" + 14'-4" ,~ 11"3" ~,3'-4" + 11'-3" + 14'-4" + 22'-9" '-' 14JWX 161H - OVHD 3' x ?' ~4~. D~ 14JWX 16'H "OVHD WAREHOUSE S,O00 Sq. Ft. PARTS DEPARTMENT OFFICE I 280 SQ.FT. SHOWROOM 4,900 Sq. Ft. 3,.11~/4" 3,.11a/4'' 68~.21/2'' 34L9U2" 100'-0" GROUND FLOOR 12,050 5q, Ft. /do /¢, METAL ROOF - PREFIN]SHED BROWN VERTICAL METAL SIDING PREFINISHED LIGHT BROWN WEST ELEVATION NORTH ELEVATION VERTICAL METAL SIDING PREFINISHED LIGHT BROWN SOUTH ELEVATION METAL ROOF - PREFIN]SHED BROWN I '-0112'' EAST ELEVATION ~'ERTICAL METAL SIDING PREFiNISHED LIGHT BROWN m m m ~m