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Home My WebLink About28743-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29528 Date: 06/18/03 THIS CERTIFIES that the building STORAGE BUILDING Location of Property: 74500 MAIN RD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 46 Block 1 LOt 2.3 Filed Map No. Lot No. Subdivision GREENPORT conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 2002 pursuant to which Building Perm/t No. 28743-z dated SEPTEMBER 12, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NEW 91' X 260' STORAGE BUILDING (#2) WITH RACKS AS APPLIED FOR AND AS PER CONDITIONS OF ZONING BOARD OF APPEALS & pLAATNING BOARD. The certificate is issued to RIVERHEAD BUILDING SUPPLY CORP. (OWNER) of the aforesaid building. SUFFOLK COUN~i~f DEPARTMENT OF H]~ALTE APPROVAL N/A ELE~-£RICAL CERTIFICATE NO. 1124897 PLUMBERS CERTIFICATION DA'£~U3 N/A 04/28/03 Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28743 Z Date SEPTEMBER 12, 2002 Permission is hereby granted to: BUILDING RIVERHEAD 1295 PULASKI ST RIVERHEAD,NY 11901 for : CONSTRUCTION OF A NEW 91'X 260'STORAGE BUILDING WITH RACKS AS APPLIED FOR AND TO THE CONDITIONS OF PLANNING AND ZBA at premises located at County Tax Map No. 473889 Section 046 pursuant to application dated AUGUST Building Inspector to expire on MARCH 74500 MAIN RD GREENPORT Block 0001 Lot No. 002.003 26, 2002 and approved by the 12, 2004. Fee $ 6,998.00 Authorized Signat~ COPY Rev. 5/8/02 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 w~t~4~h2fo~l~g: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, stre{ts, a~d unusual natural or topographic features.~---'? ' 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Bo For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated CertificateofOccupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property:'~..tO~-'F~t4.~'~,~'~ OlCbt~,l ~,, ~t..% .i:}Ot-..q ~--O'l~,~, Suffolk County Tax Map No 1000, Section ~ Block / Lot ~.,, ~ Subdivision Filed Map. Lot: PermitNo. ~ DateofPermit. I~[ l~.../O~ Applicant:~[i,t~',t~'{~r~ ~OIt.~l~~ rO~ Health Dept. Approval: Plam~ing Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~) ~ Underwriters Approval: Final Certificate: ~ (check one) Applicant Signature APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Lydia A. Tortora George Horning Ruth D. Oliva Vincent Orlando '309 Main Road ~l~.~ I~ ~£J57'-~ !: ~-Ne~v York 11971-0959 ~,~,'~t~x%~~ ZBA Fax (631) 765-9064 '~,/ al~ %~6:Pr Telephone (631) 765-1809 ~ http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 16, 2002 Appl. No. 5114 - RIVERHEAD BUILDING SUPPLY Property Location: 74500 Main Road, Greenport; Date of Public Hearing: May 16, 2002 46.-1-2.1 and I BASIS OF APPEAL: Building Inspector's Notice of Disapproval dated February 20, 2002, denying a permit to (a) construct and locate a new building (No.1) with more than 60 linear feet of frontage on one street, (b) construct and locate a new building (No.2) with more than 60 linear feet of frontage on one street, ref. Section 100-133C, and (c) to construct and locate off street parking at less than the required 50 foot minimum to the street and lot lines pursuant to Section 100-131C (9). AREA VARIANCE REQUESTED:. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 115-foot width of building No. 1 because under prior Appeal No. 4547, dated June 23, 1998, the board granted a vadanca to construct a 115-foot wide building in almost the identical location. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 91-foot width of building No. 2 because the building does not have frontage on a street, and is located behind building No. I more than 300 feet from the Main Road. Applicant is also requesting the board the lift the condition imposed under pdor Appeal No 4527, dated June 23, 1998 with respect to off street parking and loading, or the reverse the building inspector's determination. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 16, 2002 at which time wdtten 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: 1. (PROPERTY FACTS) The subject property consists of a total of 5.9 acres and is located on the south side of Main Road in Greenport. The property is zoned LIO (Light Industrial Office) and is located in a neighborhood that is commercially developed. The site plan, prepared by Donald Alan Denis, Architect, dated August 21, 2001, last amended December 18, 2001, shows plans to demolish the existing building and construct a 14,100 sq. ft. retail/office warehouse with a width of 115 feet facing the Main Road. This building, No. I would be set back 110 feet from the Main Road, with customer parking in front of the building and a 25-foot buffer zone between the parking area and the Main Road. Building No. 2 is proposed for the drive-through operation of the lumber yard. It is 23,660 sq. ft. with a proposed width of 91 feet. Building No. 2 is located 70 feet behind building No 1 and more than 300 feet from the Main Road. The site plan also shows a 5,000 sq. ft. warehouse building. Page 2 - May 16, 2002 ZB Appl. No. 5114 - Riverhead Building Supply 46.-1-1, 2.1 at Greenpo~t 2. In reviewing the revised plan, the board finds that it is not substantially different than the plan which was reviewed by the board and granted variances under Appeal No. 4547. Instead of one large building of 53,425 sq. ft., the applicant has reduced the size of the principal building to 14,100 sq. ft., and created a separate 23,660 sq. ft. building in the rear of the principal building for the drive-through operation of the business, and a 5,000 sq. ft. warehouse building. 3. The 115-foot proposed width of building No.1 is identical to the width variance granted by the board under Appeal No. 4547. The board notes that the pdor variance was granted on condition that the applicant maintain a minimum 110 foot set back from Main Road in order to provide additional landscape buffer, which the applicant's have complied with. Since neither the 115 foot width of the building nor the minimum 110 foot conditioned set back to the Main Road have changed, no further variance is required for building No. 1. 4. With respect to building No.2, the building inspector states that the proposed construction is not permitted pursuant to Article Xlll, Section 100-133C on the grounds that the building has "linear frontage of 91 feet." The code prevision specifically states that, "a project shall be divided into separate structures so that no sin,qle structure shall more than sixty (60) linear feet of fronta,qe on one (1) street." The building (No. 2) in question does not have frontage on one street. It is to be located 70 feet behind building No. 1 and more than 300 feet from the Main Road. The board believes a clear reading of the provision indicates that it was intended to prevent the strip mall effect of one or many excessively wide structures facing the street. In this instance, the code provision is not applicable because the building does not have linear frontage on a street. 5. With respect to off-street parking and loading requirements pursuant to Article Xlil, Section 100-131, C (9). The board notes that the location of the parking and loading areas were worked out with the Planning Board dudng its site plan review of the project after the Board of Appeals granted its approval under Appeal No. 4547, which included a condition #3, that off-street parking areas comply with 100-131. In reviewing the amended site plan, the board finds that compliance with this condition is neither practical, nor would it in any way improve the layout or design of the plan, or serve any useful purpose. BOARD RESOLIITION: For the reasons stated above and, on the basis of testimony presented, materials submitted, the board makes the following determinations: Now, on motion by Member Tortora, seconded by Chairman Goehringer, it was RESOLVED, to REVERSE the Building Inspector's February 20, 2002 determination that Building No. 1 requires a variance pursuant to Article XIII, Section 100-133C because such variance was granted under prior Appeal No 4527, dated June 23, 1998. BE IT FURTHER RESOLVED to REVERSE the Building Inspector's February 20, 2002 determination that Building No 2 requires a vadance pursuant to Article XIII, Section 100-133C because such building does not have frontage on a street and the provision is not applicable to this structure. Page 3 - May 16, 2002 ZB Appl. No. 5114 -Riverhead Building Supply 46.-1-1, 2.1 at Greenport BE IT FURTHER RESOLVED to LIFT ZBA CONDITION No. 3, imposed under prior Appeal No. 4527, dated June 23, 1998 with respect to off-street parking and loading requirements pursuant to Article XIII, Section 100-131C (9), because such condition is contrary to, and in conflict with, the overall revised site plan elements, which have been reviewed by the Planning Board, who have recommended approval of this project. Vote of the Board: Ayes: Members Goehdnger (C~ort~or~, (Member Olive was absent due to illness.) This R~ut',on was du~do/, od yJune 8, 2002 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 POLLARI ELECTRIC INC. 484 SUNRISE HIGhWaY W. BABYLON, NY '11704, * RIVERHEAD E 74500 ROUTE 25 MAIN STREE GREENPORT, NY 11944 Located at 74500 ROUTE 25 MAIN STREET GREENPORT, NY 11944 Application Number: 1124897 Certificate Number: 1124897 Section: Block: Lot: Building Permit: BDC: NS37 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, bldg materiel, Outside, was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 28th Day of April, 2003. Name Q'I~ Rate Rating Circuit Type Alarm and Emergency Equipment Emergency Light 3 0 Emergency Light 5 0 Appliances and Accessories Pump/Motor 4 0 1 H.P. Panels 2 100 Transformers 1 15 Wiring and Devices Fixture 68 0 Incandescent Switch 3 0 General Purpose Receptacle 3 0 General Purpose seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a .~aised seal at the location indicated, Reimer Associates, Inc.. PROFESSIONAL ENGINEERS \'' Structural- Civil · May 30, 2003 National Store Fixtures 601 North Eighth Street Niles, MI 49120 Attention: Mr. Rob J. Jurmu Sh uct .... Engineer Reference: Riverhead Building Supply Crreenport, NY 11944 201456.2 Dear Mr. Jurmu: At your request, I visited the above referenced site on May 22, 2003, to examine the construction of the National Store Fixtures building erected at the location. The structure spans 111 feet and is 260 feet long to cover the building materials storage area. My visual examination revealed the structure to have been constructed according to plans and specifications and in accordance with the manufacturers requirements. If you have any questions or need additional information, please feel free to call upon me at any time. PHR/pr nsf-01.wps(1 d) Sincerely yours, Reime, r Associates, In~ Paul H. Reimer, J~., P~. New York Professional Number 61062-1 PMB #207 3140-B Tilghman Street Allentown, PA 18104-4268 610-395-4849 FAX 610-395-5299 RIVERHEAI BUILDING SUPPLY( 1093 Pulaski Street, Riverhead, NY 11901 Sales: Phone 727-3650 Fax 727-7713 Office: Phone 727-0285 Fax 727-4180 2003 May 16, 2003 Towo of Soulhold Planning Bom'd ATTN: Bruno Semon, Sr.. Site Plan Reviewer PO Box 1179 Southold, N.Y. 11971-0959 RE: Si e hght ng at New G ecnport Complex In an attempt to ease the concerns ufour Greenport neighbors in respect to the site lighting at our new Greenport complex, we intend to make the tbllowing adjustments. 1.) We will adjust downward the two 400 W high pressure sodium flood fixtures on the southwest corner of building #3 and thc two like fixtures on the south wall of Bnilding #2. The 250 W down light on the southeast corner of building #3 should bc no problem. 2.) All exterior fixtures on Building #2 and #3 will be put on timer switches so that they can be set to go offal a reasonable evening hour, and off completely on weekends. Our intent for these lights is for use during working hours to prox idea safe working environmenl. 3.) The pole mounted 400 W riood lights, which are yet to be installed, will be operated hy photo cell and rcmain oo lbr security lighting. All of these lights will be directed inward toward the site. We feel these measures should ease all reasonable concerns. These adjustments have already been ilnplemented, however, some of the items will require rewiring and nlay take a week or twn to complete. Sincerely, IZichal'd E.: ("s=a. e Riverhcad Bldg Suppl5 5ep-12-02 09:50A p~ (631) 722-3869 P.03 DONALD A. DE S RIVERHEAD BUILDING SUPPLY REENPORT YARD BUILDINQ I: Occupancy: Hazard: Construction Type: Height: Fire Area: Distance Separation: C2 Mercantile Moderate 2B (Non-combustible) 1 Story 14,100 S.F. (Table VI-705:15,000 S.F. max.) 10' (min. required) ~'~Hazard' ' C4.2 (Storage-Moderate Hazard) · Moderate ("Lumber ~rorage without facilities for producing chips Ar or dust") struction Type: 2B (Non-combustible) ht: l~Story ~ ea: 2a,660 S.F. (Table VI~705:15,000 S.F. max.) ase in Fire Area: Accessibility. on~ sides (north/south/east): 75% increase -- 26~250 S.F. ~ Distance Separation: 10 (min. required) ~pd :anLDINO ~: cy; : ction Type: ~is~ce Separation: C4.2 (Storage-Moderate HaT,rd) Moderate ("Lumber storage without facilities for producing chips or dust") 2B (Non-combustiblcl; 1 Story 5,000 S.F. (Table VI-705:15,000 S.F. max.) 10' (min. required) DONALD A. DENIS Aquebogue Square 508 Route 25 / P.O. Box 565 Aquebogue, New York 11931 (631 722-3511 FAX: 631 722-3859 Donald A. Denis Frederick R. Weber, R.A. September 17, 2002 Town of Southold Building Dept. Att: Mr. Mike Verity Main Road Southold, NY 11971 Fax: 765-9502 RIVERHEAD BUILDING S UpPL Y- GREENPOR T Y.4RD PHASING AND LOT COVERAGE MAIN ROAD, GREENPOR T Dear Mr. Verity: The Riverhead Building Supply Corp. is renovating and expanding their facility in Greenport for which they have received Site Plan approval. The Site Plan indicates that three new buildings will be constructed. There are currently two existing buildings on the site. In an attempt to keep the business operational, the project will be "phased". The first phase will involve the construction of the two rear buildings, Building 2 and Building 3, as well as the demolition of the rear storage rack portion of the existing main building (approximately 2620 s.f.). At the end of Phase I the lot coverage will be 16.2%. The second phase would involve the demotion of the two existing buildings, as well as the construction of the front building, Building 1. Atthe end of Phase II the lot coverage would be 16.7% . As a further note, demolition permits will be obtained for the demolition of all buildings. If you have any other questions on this matter, please call our office. FW:dmh cc: Mr. Rich Case Fax - 727-4180 BUILDING PERMIT EXAMINER CHECK LIST SCTM# DISTRICT: 1,000, SECTION: S~ltLEEI AD[ RESS '-'~eu'r~ o~'- , BLOCK: I , LOT: CITY: PROJECT DESCRIPTION: 13.~to .~-,~._,',~ ESTIMATED PROJECT COST: ~:::~-'-) g--- ARCHITECT~: DATE REVIEWED: DATE SUBMITTED:~ SUBDIVISK)N: ~1~ FAST TRACK?__~ SINGLE & SEPARATE CERTIFICATION-REQUIRED? ,,to NOTES: ~ LOTS 40,000SF -I 00 24 Lot recogmtion (CP, F. ATED before June 30, 1983), UNDERSIZED LOTS FROM J&N.1997 100 25 Me~ger (A nonconforming al any time afle ZONING DISTRICT: REQ. LOT SIZE: REQ. FRONT REQ. REAR ~.~o __CONFOR/MING? ~/v"~ __ ACT. LOT SIZE: 2,ff',~?¥2-REQ LOT COV. 2o~__ PROP. FRONT ~' REQ SDE ,~e,/,~a __ PROP. REAR ~ REQ. ftEIGHT- ACT. LOT COV. ACT. SIDE PROP. HEIGHT WATER FRONT? /v~O DESCRIPTION: - PANEL #: _/?( _ FLOOD ZONE:~Iff _, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES of'~ (BED #): __ TOWN SEPTIC RBCEIPT: Y orrl~ NEW YORK STATE DEC: vm~4)~cgn/?$ YES oI~) SOUTHOLD.;TOWN TRUSTEES: YES ort'~ TOWN ZOlx/ING BOARD APPROVAL: YES or ~ TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES ~ DTE: / / PERMIT #:RI 0- NYS ENERGY: YES OR~ : EGRESS(18Hmin.?4sqtotal)-~/~ VENT(SQ. FT. x4%). '-'/(~ LIGHT(SQ. FT. x8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- , HAVEPRE CO'S: YORN BP -Z/C/0 Z- 2. ( SF)- ( .SF)= SF X $ -$__ +$ +$ - $ SOIL MECHANICS ( 3770 MERRICK ROAD · SEAFORD, L.I., NEW YORK 11783 · 1516J 221-23 New York City License NO. 28 REPORT NO.: 3 REPORT OF CONCRETE INSPECTION AND TESTING Pefl'ocelli Con$1]~cfion, 100 Comac Street, Reekonkoma, NY 11779 Riverhead Buildin~7 Supply, Route # 58, Greenport, NY ~oB.o.: 02-739 s~ ~ .o. 4761 S~F.E~: I OF 1 DATE OF INSPECTIOH: 10/29/02 J. Pet]'ocelli cowc~-m ~ AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- F~ ~,~ 3000 ~ ~ 21 ~o~ru.~ ~o,s~ FIELD INSPECTION Footing - building # 3 I 124204 5.0 - - - 7 2069 124205 28 3095 1242061 28 3201 *Controlled inspeddon was not performed by Soil MechaniCS*client. PLANT INSPECTOR FIELD INSPECTOR COF SOIL MECHANICS New York Ct~ L cense No. 28 REPORT REPORT OF CONCRETE INSPECTION AND TESTING Petrocelli Construction, 100 Comac Street. Ronkonkoma, NY 11779 pR'OJECT LOCA1X3N: Riverhead Building Supply, Route # 58, Greenport, NY J. Petrocelli COnCreTE ~O~C~.: AGGREGATE GRADATION SUffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- F.~ ~C,O~E~TE 3000 .o ~'AT~R (GALS,) ~ r~ FIELD INSPECTION LOCATION OF CONCRETE PLACEMENT: Foundation wall - Building # 3 TEST S,~EClMEN Ir DtAMErER BY ~2" LENGTH 124201 5.0 - - - 7, 2157 124202 28 3307 124203 28 3360 *Controlled inspection was not performed by Soil Mechanics*Client* PLANT INSPECTOR FIELD iNSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD, LJ., NEW YORK 11783 , (516J 221-2333 New York City License No. 28 REPORT NO,: I REPORT OF CONCRETE INSPECTION AND TESTING ~oB NO.: 02-739 s~ LA; CtJEhrr: Petrocelli ConstnJction, 100 Comac Street, Ronkonkoma, NY 117'79 SHEET: I OF Riverhead Building Supply, Route # 58, Greenport, NY J. Petrocelli INSPECTION: AIR TEMP.: 11/07/02 cc~c,~E'm pRO~X~C~.: AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- ~,.E *C.C.~ 4000 ~0 ~,~--ru~ 20 ~O~STU.~ ~O~S~E FIELD INSPECTION Slab on building # 3 in middle 124207 5.0 -- -- -- 7 2829 124208 2~ 4032 124209 28 4014 *Controlled inspection was not performed by Soil Mechanics*Client* PLANT INSPECTOR FIELD INSPECTOR IESLAND STRUCTURE:S £NGINEERING~ P.C. May l5,2003 J. Petrocelli Contracting, [nc. 100 Comae Street Ronkonkoma, New York 11779 Attention: Mr. Jerome Petrocelli Subject: Final Inspection of Building #2 (BP 28743Z) and Building #3 (BP 28742Z) for Riverhead Building Supply, Greenport Yard Dear Mr. Petrocelli: The undersigned has performed an inspection of the subject stmctores and has found that the construction is in conformance with the plans submitted and approved for permitting by the Town of Southold Building Department. This certification covers the following general work, as included on the plans prepared by Island Structures for the project: · Fo~iOnSand slshs Building #3 (BP 28742Z) · Foundations and slabs · Metal building system Architectural features Please feel free to contact the undersigned if you have any questions or require additional information. Very truly yours, ISLAND STRUCTURES ENGINEERING, PC William R. p President [ National Store Fixtures 601 No~th Eighlh Street Niles, MI 49120 Ph. (616) 683-0311 * Fax (616) 683-6239 To: Riverhead Building Supply Atm: Rich Case 1093 Pulaski Street Riverhead. NY. 11901 From: Robert Jnnnu Date: 7-May-03 Reft Riverhcad Building Supply GreenporL NY, 11944 Prctject Number 201456.2 - Prcsidential RSB This letter confim~s that the steel design of building project referenced above, was performed per NSF interpretatioo of the New York State Building Code (1995), per infonnation provided to NSF by a Riverhead Building Supply representative. Preliminary design was stamped and approved by a registered New York State professional engineer. No changes to the structural steel were made after the preliminar) design was approved. Engineering Andy Bruno: Area &des ,'~ana~,er File 765-1802 BUILDING DEPT. INSPECTION [ ~FOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FOUNDATION 2ND [ [ ] FRAMING [ []FIREPLACE&CHIMNEY DATE ///~//~/.,2.., 765-1802 BUILDING DEPT. , ~~ou~oNSPECTION ATION 1ST [ ] ROUGH PLBG. [ ] FOUNOATION2NO [ ]INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &~CHIMNEY DATE COMMENTS FH~LD I~SPECTION P-~PORT I DA~ FO~A~ON (2~) ~.~,. , ~ ROVOa ~a ~ PL~G ~DmON~ CO~TS . ~~ ~~ ~ , ?OW. NOF SOUTHOLD BUILDING DI~PARTMENT TOWN I~,LL SOUTIcl[OLI), NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined_ ~ //_, 20. O 9-- Approve _d~l~ - /,2.- ,20 ~ -a Disapproved aJc E×pira on /z__, 20 2002 PERMIT NO. ~ ~'~¢~ ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following., befqre applying'? Board of Health 3 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S,D.E.C. Trustees Contact: Mail to: Phone: kPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS AUGUST 26 ,20 02 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit, shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months afier the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Perrmt pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. RIVERHEAD BUILDING SUPPLY CORP. (Signature of applicant or name, if a corporation) 1295 PULASKI STREET, RI~EkD, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OIqNgR Name of owner of premises RIVERHEAD BUILDING SUPPLY CORP. ~J/As on the tax roll or latest deed) If applicant isa corporation, signatu ~....~j~il'officer EDGAR ~Bhl'.R, PRW. RTnElq'P /__~.222--~"~~ (Name and title of corporate o~er) Builders License No. PETROCELLI CONTRACTING Plumbers License No. }t.~'ORlq PLUMBING - 3203 P Electricians License No. Paw ELECTRIC - 488E Other Trade's License No. 1. Location of land on which proposed work will be done: ROUTE 25 GREENPORT House Number Street Yb County Tax Map No. 1000 Section 46 Subdivision (Name) Block 1 Filed Map No. ,~x'._ar ,., ~[ ~, ': m' r 2. State existing use and occupancy of premises and intended use and occupancy of proposed constmotign: a. Existing use and occupancy RETAIL BUILDING & MA'J2t:;~IALS SALE & STORAGE b. Intended use and occupancy SAME 3. Nature of work (check which applicable): New Building. x Repair Removal Demolition x 4. Estimated Cost__175,000. O0 Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelting units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. DRIVE THRU STORAGE 7. Dimensions of existing structures, if any: Front 70.9 - 40 Rear Height. 28 - 18 Number of Stories ~ 7_ ONE 16.3 - 40 Depth 362.3 - 100.6 Dimensions of same structure with alterations or additions: Front 70.9 - 40 Depth 217.3 - 100.6 Height 28 - 18 Nurn~er of Stories Rear 19.6 - 40 TWO-ONE 8. Dimensions of entire new construction: Front 101 '-6" Rear 101 '-6_" Height 31 '-2" Number of Stories ONE Depth 9. Size of lot: Front 325;81' Rear 394.3' Depth 694.65, Name of Former Owner I0. Date of Purchase 1985 FLEET LUMBER CO. 260'-0" 11. Zone or use district in which premises are situated L10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES x NO__ Will excess fill be removed from premises? YES NO x RIVERItEAD BUILDING 1295 PULASKI STREET i4. Names of Owner of premises SUPPLY CORP. Address RIVERHEAD NY Phone No. _631-727-1400 Name of Architect DONALD A. DENIS AddressPOB 565 .~QUEBOGU~_.Phone No 631-722-3511 Name of Contractor PETROCELLI CONTRACTING Address ~hone No. - - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO x 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) EDGAR OX)DALE, PRESIDENT being duly swum, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CORPORATE OFFICER (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swum to befl~re me this a . '7-'~r~ day of /..~ ~,~t- 20 ' N~tary Public 8ALLY E. NEMSCHICK NOTARY PUBLIC, State of New No. S014257, 8uffotll County Term Expires ,July 15, ~lgnature of Applicant ~ : ,~' ,~ ~ 12%00, . . ~ .~ .~ ~o~,~ ~ . S.C. TAX No. 1000-46-0~-02.1 ' AREA = 162,073.37 sq. fl. ' '~ ~ 3.721 oc. / ~-. -~ ~ / . t~ g / - :" o. --01-01 ~ -' 2.205 ac. " ,,9" ,~ - o / / / / / / . / / / " / / / 394.30 k / / - --' ' ' / v / NOTES: ZONE X: SUFFOLK S.C. TAX SURVEY OF PROPERTY SITUA TED A T GREENPORT TOWN OF SOUYHOLO COUNTY, NEW YORK No. 1000-46-01 -01 1000-46-01 -02.1 SCALE 1'=20' JANUARY 6, 1997 SEPTEMBER 17, 2002 ADDAD FLOOD ZONE TOTAL LOT AREA = 258,124,55 sq. fi, 5.926 dc. N.G.V.D 1929 DATUM THUS: 1. ELEVATIONS ARE REFERENCED TO EXISTING ELEVATIONS ARE SHOWN EXISTING CONTOURS ARE SHOWN THUS: - 15 ...... 2. FLOOB ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0176 G ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF IO0-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN. ROAD THE £XISTANCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y S, Lie. No. 49668 Joseph A. Ingegno Land Surveyor PHONE (631)727-2690 Fax (631)727-1727 96-36511 '~ PANEL L-2 PANEL ]RANSFORUER -- %,, , :' '~ ,';'~ PANEL P-2 ' ' ' - ! , , 208/120V' POWER PANEL , ': ; , i' ' 2/C ~12 ' 14K~A~4PS INTERRUPTING ' ', ,,~ ,,', I/C t~12 GND 50A MNN LUGS . ,~ ¢ ':' ~ !' , ~- '"' ~ ' , ' ! ' 20A' , ' ' r ( ' '- TO CONVENIENCE " ' r : ; ' ; I~ECEPTACLES ' ' i , 2GA '~ TO c^.,'-"'* AND ~ ' ': ' , .EMERGE~NC¥~,LIGHTS - : : ....... ,' '15 KVA [RANSFORMER-',: ;.,' 480V,: 208/120V '~' ,' '~ ' ' " ' "," ; :BI.DO'ROOF::; :" r-4-POLE LGHTNO'CONTACTOR .-- '.. . - ,, . ~30A CONTACTS ~ PANEL L-2 , ' ] ' ',,,. .:.. , / '. '. .' " ,' ' - : :' , ~" ,. ' : ' . 480V POWER PANEL [ ....... ,i; , ' , / ,' ' . '~' ',- - , , ',.' , ~"~'lv'~. ',~r,~ '---2/C #12 ,,... - , __ ..... , : . . ,, rT4K AMPS NTER, RUPTING · L ~' , / - ,* - , ', IOOA MAN CB ,-, I/C ,//1:2 GND.,L , / , ,,' , ., --T=-- . ,,. ,, ,:, , , .lOA (2P) , '."~ , .... , ,' '. - ,; , ,, '" ' " ' .,' , ,,, ' '"' '", TO EXTERIOR LIGHTING PUSH-BU1TON STATIONS ," r ., ~ ':-''" ' ' TO pANEL. L-5 , LIGHTING RXTURES , ' : r ' , TO INTERIOR ' ~, ' LIGHTING flx'rURES, ' . ~ , >: ' "' GND ' ' ..... ' ' ": " ' ' :' 5C. tglEM,4TtC. ' " ,,' , , , : , ' ' NO.SCALE ' · ' .~ LIGHTING CONTACTOR ,, '. ~. ~, ,,~ .~, ,~ . ~ ,. .... ' ~" ~ CONTACTS ' ,- , " ' ~-~ ' ,1 1 GENERAL NOTES & REQUIREMENTS GENERAL ' A. This pta act has been designed according to the criteria shawn an {his page, B. The following notes apply to this project and all corresponding drawings and ~hall govern in the case of any discrepancy. C. it is the Installer's duty to ensure that all procedures and ~quipment used in the project installation are in compliance to local safety codes, and regulations, and to the drawings and specifications provided herein. Any situations or conditions not in compliance to the foregoing terms are not permitted without the written consent of the Cognizant N.S.F. Engineer and the involved local Building Officials. O. The Customer is required to keep all testing and investigation reports, and permits accrued throughout the development of the project available at the job site. E. N.S.F. is not responsible for items, connections, and additions, which will be supported by the structure, not initially included in the N.S.F. project specifications, The Customer will be responsible for the necessary design and attachment of such additional items. F: N.S.F. will not be responsible for damage or failure of the building and/or its components due to: improper installation, use of faulty equipment, temporary bracing failure, inadequate concrete design,, improper/unadvised use, or any additional items or connections not outlined in the project's specifications. G. AIl dimensions and existing conditions & dimensions shall be verified by the Installer. H. The nstaller will be responsible for proper interpretation of the geographical orientation of the project on site. it is not N.S.F.'s intention to,represent the project on the drawings according to (]ny certain (~Bentation concerning North, South, East, or West. h The fallowing drawings have been designed according to the project specifications and N.S.F. standards. Project erection must be in compliance to the foliowlng drawings. No use of, disclosure of, or reproduction of this set of drawings or the information herein shall be made without the prior written consent of N.S.F. J. Acceptance of possession of these drawings and the information herein shall constitute your agreement to the foregoing terms and condiUons. CONCRETE A. All concrete shall be in compliance with local codes. B. All reinforced concrete slabs and footings must be designed by a registered professional engineer for the state of the project's location. The concrete design will be based on local codes and the designed project's loads and base reactions by N.S.F. (made available upon request), N.S.F, requires a minimum thickness of 6" and minimum d]stance of 6" from the anchor to edge of the concrete slab for proper anchoring, however, the design is the responsibility of the customer and his or her qualified engineer. C, Floors and slabs on grade level must maintain a surface flatness of maximum 1/~ inch in 10 feet. N,S.F. is not responsible for concrete design or flatness. BUILDING LAYOUT A. Roof supporfing and intermediate columns will normally vary in size. Location of these cotumns will always be in reference to the centerline unless specifically noted otherwise in the following drawings. B. The installer is responsible for consulting with Customer to determine the exact locations of cantilever arms. The same inquisition must be made concerning the location of pallet rack shelves (beam locations). These locations shall be closely related to these shown on the following drawing(s) (minor deviations are allowable), C. Pallet rack upright widths are from outside face of post to outside face of post. ' All dimensions along width of building will be referenced to these same points, Dimensions along length of building will be referenced to centerline of uprights. Pallet rack beam lengths refer to inside-to-inside face of uprights (bay opening). D. The above guidelines will only differ according to specific notation or detail representation on the following drawing(s). Any major deviations from the following drawing(s) or the notes above may result in failure of the structure or its components (see note h in the "GENERAL" section above), in the case of a major deviation, the Installer is required to contact the Cognizant N.S.F. Engineer prior to procedure. CONNECTIONS A. Bolts that are utilized throughout the proJect ore Grade 5 and Grade B. Primary framing connections will utilize 3/4"¢ and Grade Ii or Grade 5 bolts and secondary framing connections will utilize 1/2"¢ Grade 5 botts. The Froper bolt length and descripUon is shown for each condition on the following drawings. B. All 5/4"¢ bating on cantilever for bases, bracing, roof-turbs, and arms shall be torqued to 250 fl-lbs, minimum. Refer to A,hS,C. for torquing info. C. All girder connections must be installed using hardened washers on nut side and torqued using turn-of-the nut method in accordance with A.hS.C. specifications. D. The Installer shall use washers at all slotted hole locations unless noted otherwise. gRACING A. The installer is responsible for ensuring the safety and effectivity of all temporary bracing. N.S.F. is not responsible. B. Cable bracing will only be required as shown on the following drawings. The Installer may be required to assemble the components of the cable bracing prior lo installation. C. Flange brace struts at girders are to be located on one side of the girder unless noted otherwise on the following drawing(s). The Installer is g~ven the freedom to dec,de on whiich side of the girder to put the struts, however, all struts on a pertain girder must be on the same side. D. Jn the event that sidewall cladding will be located between columns, the cantilever bracing must be oriented according to the following procedure. The horizontal (HER__) and vertical (VBR__) bracing both consist of 2"x2" horizontal angles (each having a verLieaJ and horizontal leg). These angles must be positioned in such a way that the vertical leg is closer to the aisle-side or inside of the buTIding than to the side on which the cladding wiU be. This is to ensure an uninterrupted vertical plane for the cladding. Special girt angles will be instdJed in opposite orientation (utilizing the same bolts and nuts in the regular bracing attachments) for the cladding. This same procedure is to be used at columns along which downspouts will be located (see note D. in the "CLADDING/TRiM" sectTon). ANCHORS / FASTENERS A. N.S.F. will supply anchors for the project unless otherwise arranged with the Customer. g. When anchors are supplied by the Customer they. must be equivalent ,to those specified in the following drawings. C. The Installer is" required to place anchor bolts according to the illustrations and notes shown in the followlng drawings. Any conditions or situations that deviate from the drawings must be approved of by the N.S.F. Cognizant Engineer. D. To ,instal[ anchors, drive the wedge anchor far enough into the h'de so at least 6 threads are below the top surface of the fixture, usTng a 2-lb. hammer. Tighten nut to thio recommended torque value wlth a torque wrench. If a torque ~wrench is not available, tighten 2 to 3 turns from the finger tJglht position. Please refer to the Anchoring Specification Table tto determine the Draper torque for anchors. E, In the case of special fasteners, materials or comdiDons for which special tools or equipment are required, N.S.F. willl make them available to the Installer (as property of N.S,F.). , These conditions will always be noted on the drawings, and the necessity of such equipment will be determined by N.S.F. The Inst¢ller will be held responsible for the equipment and will accept llabiHty concerning it. This equipment or tod(s) must be returned bo the N.S.F. salesperson upon compleUon of its use. CLADDING / TRIM A. All cladding, trim, and related accessories include'd in the project specifications may be shipped to the job site separately from the project. It is the Installer's duty to correctly correlate between parfs/quanUties required and ports/quantities supplied. The Installer is required to inspect the materials prior to accepting the shipment and is dso responsible for proper stardge and handling of such materials. In the event that materials are already on-site at the time of the Installer's arnvd, the Installer must check the materials to ensure proper shipment of parts and quantities. The Installer must keep track of all materials throughout the project installation process. B. The Installer is advised to give attention to trim conditions before erection of cladding, Many situations require trim to share fastener(s) with cladding panel(s). C, Cladding may be installed from left to right or from ricjht to left, however, it musi: be laid out as shown or noted on the drawings. The panels may nat be overlapped in any way ether than the normal sidelap of the last rib (at edge of panel,s) and also at endlaps. Panels extending past a desired area rmust be field cut (not back-lapped), D. Downspouts wlll be routed down along the side iai a cclumn being set back as far as passible against the bracing between columns (see note D. in the "BRACING" section). Bownspoluts shall be located no more than 40' on center. E. Skylites provided must be installed 'as-is.' The)y may ,qot be cut or modified in any way. ANCHORING SPECIFICATION TABLE BD=D drill bit size-anchor diameter 1/4" ~s" 1/2" ~'8" ~/4" 1" minimum 11/8" 1%" 21/~'' 2~4" 31/d' 41/2'' E d~pth of embed, standard 2" 21/2" 51/2" 4" ¢~' 6" for min. E 4 20 40 85 150 250 Install. Torque (it-lbs) for std. E7 25 65 110 2.55 450 ] 4 ] 5 6 RZVERHEAD BU L Y ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR ALT ALTERNATE BRA BRACING Cb CENTER LINE (~) COL COLUMN CONC CONCRETE CONN CONNECTION CANT CANTI LEVER CONST CONSTRUCTION CTR CENTER DET DETAIL DIA DIAMETER DIAG DIAGONAL DWG DRAWING ENG ENCINEER EXIST EXISTING EXP EXPANSION EXT EXTERIOR FIN FINISH FLR FLOOR FT FOOT FTG FOOTING GA GAGE GALV GALVANIZED GIR GIRDER GLVM GALVALUME H HIGH HORIZ HORIZONTAL INSTALL INSTALLATION INT INTERIOR JT dOINT L LONG LBS POUNDS (#) NO. (#) NUMBER O.C. ON CENTER OPP OPPOSITE P.R. PALLET RACK PT POINT REF REFERENCE REINF REINFORCED REQ'B REQUIRED SIM SIMILAR STD STANDARD STIFF STIFFENER STL STEEL SUPPT SUPPORT TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL W WIDE WT WEIGHT SECTION/VIEW IDENTIFICATION SHEET NUMBER TO REFERENCE :~z~D~AIL IDENTIFICATION SHEET NUMBER TO REFERENCE GREENPORT, NY 201456.2 14JUNE01 FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO R?QUtRED FOg POURED CONCRETE ~. ROUGH - FRAMING & PLUMBING ,.SU T O. 4. FINAL - CO,I~T~IUCTION MUST BE COUPL~F~t ¢..,0. ALL CONST~ ~HALL MEET THE REQ~ ~F THE N.Y, ITATE CO~ & ENERGY CODES. ~ ~OflS];LE FOR D~I~ OR~UCTION ER~RS SPE CIFIC4 TIONS FIRE BUILDING: . .11.1ma"x. 260'm0". PRESIDEb/TIAL .RSB .......... CANTLEVgR; .(2) 2~0'~0" run 24/"l~, D.b[., .4 grm~.4: .base~,. 6q".q,~ ........... (1.) 1.30'-0'.' .run, 25/19, Sgl, 5 arm¢ 4: baqes, 60" q.¢ ........ ROOF: ~/18x35#. & WS.x18# 6'~SeCs 1~.10'/15'o.c ................. 2:I2 P~Lch 5 qablps,.~, :~ ,E~vqs, 2§Ga, .Oplvqlqroe glgdd.m.g ...... SDEWAI]L~ (~)' ~gG~ Co or Cladding (in between col) ENDWAI~LSi '(2i 92'-Oi'"Lg. w// (~) 22'x 14' Openiqgs 260~ Color CadP:'q PENING CODE; SN__OW: _WIND: SEISMIC: ARM , DESIGN ,CRITEiZL4 _NY .SLATE ......... _ 50 .ps~. GROUND. SblO!~V LOAD ]20 mph. BASIC YV. IND .SI~EED Av=0.12 .... ~a=O !2 ...... LOAD: . DRAI3'ING INDEX THIS SET = T1, Al-A7 T1 :_TITLE. SHEET. ........................ A1: _ISOMETRIC ................................. [ N. SEALLAEON .................... AG: _SECONDARY. ERAM.I G ................... A4: .CLADDING ............... , ................... AS: _DETAILS ........................... A6: _ CLADDING..DETAI. LS ................... A7: _ CLADD. ING .ISQM ETRJC ....................... PERMZT ONLY 2 PERMZT ONLY 5 6 pr. " '-'. ,',,z~ o~ O,~m I~, 5 % 5 250'-0" 8 BAYS @ 15'-0"= 120'-0" ~10'-- " 8 BAYS @ 15'-0"= 120'-0" 5~-0" : 60" 60" PLAN W8 x 18# x 18' INTERMEDIATE COLUMN VIEW VIEW (~) W8 x 24# x 24'-8 7/1~" ROOF SUPPORT COLUMN (TYPO QTM. 18 21 '-11" W8 x 18# ROOF GIRDER (WP.) OW. B W8 x 28# x 28'-9 1/2" ROOF SUPPORT COLUMN (]'Cp.) QTY. 10 60" 60" x 18# x 19' INTERMEDIATE COLUMN (TYP.) OTY. 17 ROOF SUPPORT COLUMN (~(P.) QTY, 8 I I HBR60: 60" HORIZONTAL BRACE (WP) OW. 50 VIEW (~ (TYP) Q~(. 50 / (TYP.) Q~(. 5a / (WP.) QTY. 18 / I II III II I Ii IIIII ~illl II x 18# ROOF GIRDER (TYP,) QTY, 9 S4x7.7# x 52" ARM OYP.) Q1Y. 408 12 21 --W18 x 35# ROOF GIRDER (TYPO QTY. 8 12 2[ --W21 x 44# ROOF GIRDER OYP.) QTY. 10 I-W8 x 2¢# x 52" / BASE @ ROOF -~ "~ [ SUPPORT /bw8 x 18# x 52" LUMN QTY. 66 S4x7.7# x 52" ARM- (~YP.) QTY. 108 PERI,IT ONLY W18 x 35# ROOF GIRDER (TYPo QW. 8 W8 x 18# ROOF GIRDER (TYP.) QW. 9 VI EW G x 24# x 52" BASE @ ROOF SUPPORT COLUMN QTY. 10 -W8 x 18# x 52" BASE @ INTERMEDIATE COLUMN QTY, 17 111'-0" 48'-8" - W21 x 44# ROOF GIRDER (TYP.) QTY. 10 S4x7.7# x 52" ARM- (TYP.) QTY. 408 W8 x 24# x BASE @ ROOF SUPPORT COLUMN QTY, 36 W8 x 18# x 52"- BASE @ INTERMEDIATE COLUMN QTY. 66 #8 x ROOF 6 (TYP.) QTY. fl) VIEW 1 I 2 I 5 I '~ I 5 1 NOTES: 1. CUSTOMER TO VERIFY LOCATION OF OVERHEAD DOORS. 2. DOOR HEADERS TO BE OUT TO 260'-0" C U R TAI N WA L L F R A M I N G E,T AT S,TE. ~'-o" -- ,~o'-o" Q~. HORIZONTAL Q~. VERTICAL 8 BAYS ~ 15'-D"= 120'-0" .--10'-- 8 BAYS ~ 15'-0"= ,20'-0" ~ = 24-0" * ~ = ~~ ~ = g'-o" ~~ ~ = 50'-1" ~ ~ = 8'-0" 8 ~ = 25'-7" , ~ = 8'-4" (Angle 3 x 5 x 14 g~.) ~ ~ = 24'-4" A , ~ = 16'-1" (Angle ~x 5 x 14 ga.) , e = ~,,_~,, CURTAINWALL FRAMING , e ~ = 24'-0" (~e · x 2-1/2 x 16 G~.) s ~ = 12'-10" I ,e ~ = 24'-0" (Angle 4 x 2 x 14 Gm) , ~ = 24'-11" (Angle 4 x 2 x 14 Gm.) · DIMENSION LINES ARE REFERENCED TO F~T SIDE OF VERTICAL CEE MEMBERS I 4 ~ = 25,_6" (Cee 4 x 2-1/2 x 12 Ga.) s ~ = 14'_0" (Angle ~ x 2 x 14 Ga.) · VERTICAL FRAMING MEMBERS ARE CEE 8 x 2-1/2 x 12 GA.I ~ ~ = 25'-6" (Cee 8 x 2-1/2 x 12 Ga.) · HORIZONTAL FRAMING MEMBERS ARE ZEE 4 x 2-1/2 x 16 GA. U.N.O. ' 12 , ~ ~ ¢ ~ ~ ¢-- (;2) PURLINS (224) TOTAL IN THIS AR~ (52) PURLINS (224)(52) PURLINsTOTAL (NiNTHIS~, AR~BAY (52)1N THIsPURLINSsAY ~1 ¢ ¢ ~ ~ ZEE 8x2-1/2x16 O,. ZEE 8x2-1/2x16 Go. ZEE 8x2-1/2x16 G.. ZEE 8x2-1/2x16 Go. ZEE 8x2-1/2x16 PLAN VIEW 2 plcs. CEE ~" x 2-1/2" x 14 GA, ANOLE 2" x ~" x 14 ~ 1~'-10" LONG. (52 REQ'D.) 9'-10" LONG. (2 REQ'D.) ~ 4'-10" LONG.(150 REQ'D.) CEE 4" x 2-I/2" x , 'c ' I NGLE 4" x 2" x 1 / 14'-10" LONG. ('2 REQ'D.) ~9'-10" LONG. (2 REQ'D.) -4'-10" LONG.(150 REQ'D.) /CEE4,_10,,4" xLONG. 2-1/2" x(10 REQ'D.) 8 BAYS @ 15'-B"= 120'-0'* --10'-- 8 BAYS ~ 15'-0"= 120'-0" 4"x 2 1/2"x 14 GA. ~ %_ANGLE 2"x ¢"x 14DA. ~ CEE 11" LONG. (4 REQ'D,)~_ x 4" x 14 GA. 9'-0" LONG, (2 REQ'D.) BASE ANGLE 2" CEE 4"x 2-1/2" x 14 GA, ¢'-5" LOND, (49 REQ'D.) VI EWf~ z'-o" LONG. (1 REQ'D.) / 4"x 2 1/2"x 14 GA. ~ %_ ANGLE 2"x 4"x 14DA. ~ CEE 11" LONg. (4 REQ'D,)~_ x 4" x 14 GA. 9'-0" LONG. (2 REQ'D.) BASE ANGLE 2" CEE 4"x 2-1/2" x 14 GA, 4-'-5" LONG, (49 REQ'D.) CEE 4" x 2-1/2" x 14 GA, CEE 4"x ,~ ~/o~_,/~" X 14 DA. ANGLE 2" x 4" x 14. GA. × X X X X X X X X X × X X X X >{ X X X X X X × / 4'-5" LONG. (2 REQ'D.) - × × X N× X X X X X X X X' X' X × N N X 'X X' X, ,X X × × × X X X X X X' X' X X X X' X' X' X X X X' X' t 12 17 REQ'D. ROOF C~DDING IS 26 GA. "MULTI-RIB" PANELS SEE CHART FOR SIZES : , MARK LENGTH ~ 32'-6" 22 17'-4" 168 ~ DENOTES 12' SKYLIGHT SIDEWALL (BACK) C~DDINO FIELD CUT: AS NEEDED D SIDEWALL (FRONT) C~DDING 26 GA., "MULTI-RI~B" PANELS FIELD CUT AS NEEDED MARK LENGTH QTY (~ 32'--6" 22 (~ 26'--6" 12 (~) 6'-- 0" 28 I~) 9'-6" 280 ~ 7'-4" 168 ~ 8'-0" 68 lil,i ilili il/I Ill il il il il.iii Ii i il ilil liti i/il il/il lil il/litiill Ii I ~ P7 P16 P- ,,, ~ J , J -m- USE (8) ~/~"¢ x j,, ~ USE (5) 3/~" x 5-1/2" HILTI KWIK BOLT mm (OR EQUIVALE~ ANCHORS) W/3/4" HARDENED WASHER .... ~. -~ --~ ~ , ON NUT ~,~E,~ ~ 10~ I~1 + ~~ ~)~ m ~ [ J/~,,~ ~ 2,, BOLTS~~ ~ BASE/COLUMN ANCHORING DETAIL ~-~ DOUB~ SIDED · ROOF SUPPORT A~ ~ ~ w/(1) 3/4"¢ x I I .~ ~ 2- BO:T W/NUt ', ~ ' ~USE (4)~/~"~ x 2 ~/2" ~ ~ -- W/~/4" HARDENED WASHER ~ i -- ~ ON NUT SLOE. ' ~// ~/~"~ ~ 2" BOLTS ~ ~ ' ~- ~ ~ BASE/COLUMN ANCHORING D~AIL ,,, . NU, .... ' ' .............. ..... A, B C D F F P17 P9b SUPPORT S~40 USE (3) 3/4" x 5-l/2" HILTI KWIK BOLT Il (OR EQUIVALENT ANCHORS) COLUMN _~ S35o ENDWALL VERTICAL ~ AT "~" LOCATIONS. ~ HILLSIDE WASHER (6" OR 8" CEE)~ ~ use (4)~3/4" x lO" ~ m 8" ~m + * o~ ~,,,~, ,w,~ ,o,~ ,, .~,, ~,o,~ ~ ~ / CEE / {OR EQUIVALENT) ANCHORS~ ~3/4" NUT W/F~T ~ i~ VERTICAL / MINIMUM 8" gLO-LOC GRIP /~ WASHER ~ I BASE/COLUMNANCHORING DETAIl EMBEDMENT ~SLOT IN WEB SING~ SIDED 0 ROOF SUPPORT COLUMN ~ ENDWALL B ~ COLUMN ~- m 20' LENGTHS. FIELD CUT TO m r LENGTH REQ'D. FIELD DRILL ~ ~ -' ~ I = ~.)~... ~ ,-1~... ,,L~, ~w,, .OL~ ,, ~0. =,W..,~ *~C~O,.) i/ ,~," C* ~~ ,OL,, ~1~")*~ ~'-~" O.C/ ......... ~--r .......................... BASE/COLOMN ANCHORINO DETAIl gLO-LOC ~m~s ~/~" ,u~ w/~ .o,~s ~ ,u~s v,x. (1)l~-l~ ~ 1-t/~ S~LF- .... WASHER ON NUT SIDE. AS REQ'D. ANGLE TO BE FULL HEIGHT., SINDLE SIDED ~ INTERMEDIA~ COLUMN BASE P~TE ~ ~/ WASHER (~P DRILLING SCREW (~P). , G H d ¢3/4" ~EBOLT~ ~HILLSIDE WASHER ~ ; (~4" USE ¢1/2" x 1-1/2" BOLT W/NUT ~2~1~2"+x~2" BOLT W/NUT A525-N A WASHER ON ~. SlOE /( - ) R ON ~CH SID~ CLIP~ PURLIN AT ~ LOCATIONS /OF PURLIN WEB AT ~ LOCATIONS ~ W/NUT A325-N / I ~ CLIP / HEADER ~ / x 1-1/2 BOLT FIELD DRILL / . / ' JAMB W/NUT A325-N ZEE PURLIN (IF NEEDED 27 1/2 ~P ~8" VERTICAL /CEE ~ ............ SIDE VIEW SIDE VIEW ~ ~/ ~P~TE C ~ o o ~ ~ ~ CLIP , 2" x 7-3/4" x 5/16"~ - WITH (2) ¢1/2"x1-1/2" ~ & LFIELD DRILL ~ ~PURUN CLIP I ~ CLIP W/(2) ¢1/2"xl-1/2" WASHERS. (FIELD DRILL ;xGxl/~x7-5/4% Z ........... ; ~USE (2) ¢1/2" x 1" A525 BOLTS W/NUTS & HOLES IN JAMB) ANGLE CLIP ~ (IF NEEDED) ~ R ROOF GIRDER / A525 BOLTS W/NUTS WASHERS ~ m ~ ~OOF ~I~D~ ~ - · m r F~NGE BRACE~~~ ANCHOR TO CONCR~E~ a WASHER ;~1~;~S~5~ STRUT S LONG WITH (2) ¢5/8" x 5 5/4" P~TE "SANDW,CHED" TO J , ~H~ADER ~/16m, / ER ~¢~'~-1/t ~OL~ ~¢~/:" ~ 1-~/~" .OLT N W UT ~25-N W/NUT A525-N A525 BOLTS W/NUTS A ANCHORS CLIP W/(2) ¢1/2"x1-1/2" ~ ¢ (2) 2" x 7-5/~" x P~TES "SANDWICHED" TO A525 BOLTS W/NUTS ~ ~ ~ CLIP WITH (4) ¢1/2"x1-1/2" WASHERS ~ 12" , ENDWALL VERTICAL s45c JAM~ (8" CEE) 8" CEE -- ~ ENDWALL _ ~ __ VERTICAL [ l ROOF ~URU~ ~"x~"~ ~A. BAS~ AN~L~; ~ S~LF(~) m-~DRi~L~RX ~ -~/~" ~ : -- ,~ ,l ~ EUPWALL(~,, CE~) VERTICAL USE 20' LENGTHS, FIELD %SCREWS (~P) ~' :~ r ..... CUT TO LENGTH,REQ'D AND ENDWALL - . - ~ - COPE AT CORNERS. FIELD ZEE GIRT _~ ~- ~ ZEE SIDE VIEW GIRT CHANNEL + -- ....................................... , . · .... .... ....... ..... .-, FASTEN TD ~ PURLIN WITH (2) ~ ' 12-14x 1-1/2" ~ 4~'11I '~ ~- m~ HWH ~5 KW/K-COTE ~B VERT, CEE r' '/ ~ ~ FASTENERS BY HILT ENDWALL (4) 12-2¢ x 1-1/4" I W/ (~) t t/~" (~p) 12" 7-1/2" ~ SELF ~R[LL[N6 TEK ¢5 SELF DRILLER 4 ~ MAX. ~P SCR~S (~p) , I TEK ~3 SCREW ICAL CEE (~p) A~ACH2"x4"x14GA*To GIRTANGLEwITH ~ ~ 2"x4"x 14GA. ANGLE FASTEN TO CEE WITH (1)12-14 x 1-1/2" SELF- ~ ~ A~ACH TO GIRT WITH (2) 12-14 x 1-~/2" "x 5 5/4" DRILLING SCREW (~P), -~- VERTICAL SUPPORT - VERTICAL SUPPORT (1)12-14 x 1-1/2" SELF- HWH ~5 KWIK-COTE MEMBER MEMBER DRILLING SCREW (~P). (NV PANEL TAPE SEALER ~ / 3" ,~ ~ ITL ~-~J_ TAPE SEALLER ~ ~F'~-~~ (UNDER TRIM)~-STITCH SCREW (]~'P)~ 1' O.C, ~--FASTE~ WTIH ~12 x 1 1/4' INSIDE CLOSURE-- . CLA~ ' ~ S.D.S. TO S~Rbc'ruRE W/TAPE SEALER /--STITCH SCREW ~ CLADDtNG~ \ \ /~SELF DRILLER SCREW r-7/8" TEK "STITCH" SCREW m /-TAPE SALER / SELF-DRILLER / (EVERY 20") . ~L / I 1/4 SELF-DRILLER SCREW ~ ER SCREW ] SCREW ~HEAD TRIM (FOR / (s PER PANEL e EVERy PURUN) / - '/ / PANEL CLOSURE) _ GUTTER HANGER-- ~ '% - LER FASTENING PA~FFERN AT LAP, RIDGE & LAVE I~SELF DRILLER i L , ] ___ STITCH SCREW , r-7/8" TEK "S~qTCH" SCREW TAPE SEALER " 3" / 1 1/4" SELF-DRILLER SCREW~ \ W/TAPE SEALER~ / (s PER PANEL @ EVERY PURLIN) /~_~ ~ PURLIN PURLIN~ SELF(#12 xDRILLER1 1/4")SCREW ~ ~"-CLADDING FASTENING PA~ERN AT INTERMEDIATE PURLINS SELF-DRILLER A' B C D SCREW E F ClS-A C14 614a C1S C41~ _~ / BACK TAB TRIM POP RIVET (UNDER TRIM) STITCH SCREW (TYP) @ 1' O.C. CLADDING --~ CLADDING ~ OUTLET CLAI~DING ~ \ \ /~SELF DRILLER SCREW ~ CAP TRIM I / S LF D JLLER / '~. ~. "~ '-, / PER~METER OF ~, F~'-scR~ C. %'"'-L% J% / DOWNSPOUT OUTLET ~ ITCH SCREW J~ ~' ~BASE ANGLE ~ BASE ANGLE ~ ! ~, ~ , ~~ ~ow~s~ou~ A~. ~o w~,, "CEE"_ ~ /SCREW ~P. '. .'' ~ '~~'m cee A~ACH TO DOWNSPOUT CAP TRIM /TEK ~5) ~ ........................... ANGLE WITH POP RIVES. CAP TRIM /' , %,' ' CEE/ZEE GIRT %% INSIDE CLOSURE "IN-B~EEN ~ , --~ _ W/TAPE S~LER% JAMB TRIM ( LUMN" / ~ ~ ~ ~ O '%~' % C~DDING H~D OUTSIDE ELBOW TRIM INSIDE ELBOW SCREW (~P) ~ INTERMEDIATE ~ ~TAPE ~ PURLIN GIRDER ~ COLUMN F I GIRT ANGLE 8" VERTICAL CEE ~m SCREW ~ L ~ ~;%;~ i DOWNSPOUT PROFILE W'THDOWNSPOUTKIcK0 = ~ .............mW/TAPE S~LER FELD CUT~ - ~ ~p OVER , II1~11 II III i~ FILL IN GAP ~ IIII II H III ' ' DOWNSPOUT INSTAL~TiON ~ ~ln ~EClAL 2 , ~ BASE ANGLE GU~ER ERECTION NOTES: C~DBING ~ 6GA. ~/ 1') DETERMINE LOCATION AND CUT A 5 ~"x 4 OPENING AT THE BOSOM OF THE GU~ER, ii COLORED TRIM ~ SO THAT THE BACK TAB OF THE OUTLET CAN POP RIVET TO THE BACK OF THE GU~ER. o° COLUMNIN-B~EENc~DDiNG ~ ~ ABOVEcoLUMNsINTERMEDIATE 3.) A%ACH DOWNSPOUT STRAPS; AT 5'-0" VERTICALLY ON CENTER. -~- ~COLUMN ENDWALL SECTION 4.) SPLICE DOWNSPOUTS (IF REQUIRED), WITH (8) POP RIVETS. Q ~ ~ ~ U 5.) A%ACH DOWNSPOUTS TO DOWNSPOUT STRAPS WiTH (4)POP RIVES. 3 C E F G H t ~ 3 4 t 6 7 8 9 I . C. ON~TRUC:TIC~I JOINT IN 5LAE~ I ~ (TTP. AT B0'-O" MAX. EA. DIP, ECTION) I I I J (2) '9 1 ~LDED JOINT FILLER -~ · [2" 0~. SECTION SCALE 314" = l'-~" FOUNDATION PLAN PREMC~LOEO JOINT FILLER - "5 · ~2" C.C. VERT. · '~ · I~" C.C. ~ (2) '5 ~_~' SECTION · F~i~Zt'IOJLDEO JOINT FILLER SECTION t~IVEI~I--IEAID 15UlLDING 5UP/ MAIN I~:~AD CI~TE. 2,5) G~EEN~:;~T, NEW ¥O1~ i SCALE 314" = I'-~D" 5CALVE 314" = I'-¢" Dl~,4dJl,~ 1,5¥~ ~VJ-I I~ MO. ~1-212 I ,:,,.,., C E4 ,I 3 4 5 6 7 8 9 2/C ~10, I/C #~0 GROUND IOOA OURIED FEEDER FROM UGH]lNG CONTACTOR 'A' FROM PANEL L-3 IN (PANEL L-5. CKT. BLDG. #3 TO SITE UGHTING RXIURES I/C ~2 AWG PER PHASE, ,l' BURIED SCH. OD PVC I/C ii6 GROUND CONDUIT - CONCREI~ ENCASED A 5' CONCRETE ENCASED BELOW PAVED AREAS R' BURIED SCH. 80 PVC E~IPTf OCO, 80 PVC CONDUIT ~' TELJ~HONE CONDUIT - CONCRETE -2. cra2 ~ To L-2, cra, ,~TO C-2, CKTJI¢ 5GALE 3/32" · 1'-0" F PHOTOCELL ON BLDG. ROOF ~4-POLE UGHTING CONTACTOR ~30A CONTACTS I NON-~TCHING PANEL P-2 PANEL L-2 208/120v POWER PANEL 480V POWER PANEL 2/C ~12 2/C ~12 14K AMPS INTERRUPTING 14K AMPS INTERRUPTING 1/C ~12 GND 50A ~AIN LUGS IOOA MAIN C.B. / 1/C ~12 GNU ~ G 20A 20A ~ ~OA 30A (29) i - TO CONVENIENCE 20A ~ 30A 30A (29) LIGHTING FIXTURES RECEPTACLES ~ ~ ~ ~ m m ~ ~ 20A ~0A (29) EMERGENCY LIGHTS -- ~ -- mmm 20A 30A (29) TO INTERIOR ~ ~ ~ ~m m m m I LIGHTING FIXTURES KVA TRANSFORMER ~ 20A ~ -- 480V - 208/t20V ~ ~~ ) ooA SCHEMATIC I 2/c ~1o~-POLe LIGHTING CONTACTOR 3 4 5 6 7 8 9 ,! 5 6 7 8 9 2~'-~" SYSTEM. 0~ 6-MIL POLT FIN. FL~ EL. 4~'-~" I FOUNDATION PLAN ..... < ',i L"~ F S~E 3/32" = 1'-0" NOTE ~~~ G MAIN ROAD (RT~. 25) 5 6 7 8 TO DI;~.,AI)RE OOLLE SYSTEM. ~ h / 0 I~'-~" ~ ~ C.J. o o (C~TROL 3%) I - ,,' / ~ ' ,