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2009 Close Out Docs - Warranties
SEBASTIAN AIRPORT HANGARA CLOSE-OUT DOCUMENTS BOOK 1 OF 2 SUBMITTED BY AHRENS 4#AA COMPANIES AHRENS COMPANIES October 12, 2009 City of Sebastian ATTN: Mr. Joe Griffin 202 Airport Drive, East Sebastian, FL 32958 RE: Sebastian Airport Hangar A Dear Joe: HAND DELIVERY Ahrens Companies is pleased to present your close-out documentation for the above mentioned project. Please be sure to keep these books in a convenient place for easy reference. These books contain all of your warranty documents, user/instruction manuals, as -built drawings, etc. Please take the time to look through them and familiarize yourself with the documents presented. The book also includes a list of all Subcontractors and Suppliers that were used on your project along with their contact numbers. All punchlist items, (if any), have been completed. Any service or warranty issues are now the responsibility of each Subcontractor for their scope of work. Please refer to the written warranties provided by the Subcontractors in your book. If you have any issues, please contact the Subcontractor responsible directly. It is also suggested that you keep written correspondence for any issues for easy record keeping. If you are not successful with the Subcontractor for any reason, please contact our office for assistance. Ahrens Companies thanks you for your business and hopes that you are happy and completely satisfied in your new facility. Sincerely Ahrens Companies Michele Ball -Vaughn Project Administrator SIGN NAME: RECEIVED BY: DATE RECEIVED: 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 ELMJill `111[�� W I N D O W 5 A N D D O O R S VVWAN • Fart: D(;crs • E Inoo ce EXKP; • rt,nrene SRJtrArs WINDSTORM PROTECTIVE DEVICE CERTIFICATION Applicant(s): Property Address: Policy #: Installation Date: June 2009 Builder: Ahrens Companies Community: Sebastian Airport Hangar Lot: Block: Specify Type of Devices Installed• aClass A Windstorm Protective Devices- certified to withstand external pressure from a windstorm that conforms to all local wind- bome debris standards and withstands impact from wind-borne debris in accordance with the standards set by the municipality in which the dwelling is located. If the municipality does not have a wind-borne debris standard, the current Dade County standard for wind-borne debris must be met. F1 a] Class B Windstorm Protection Devices- certified to withstand external pressure from a windstorm with sustained wind speed of at least 110 mph, but not certified for wind-borne debris impact. A PREMIUM CREDIT is available to qualifying policyholders if they meet all of the following criteria • The policy listed above includes the peril of"Windstorm or Hail". • All applicable exterior glazed openings * if the dwelling and any other building on or at the location of the residence premises, including garage doors, windows, skylights and vents (excluding roof -ridge and soffit vents) are protected by storm shutters or other approved windstorm protective devices. • The storm shutters or other devices must be approved by Dade County Product Control or be certified by a Florida Registered Professional Engineer to conform to the current Florida Building Code applicable to windstorm structural products. To Qualify for this premium credit, you must complete the applicable section below and return this form to your agent for processing. Please check the appropriate section(s) that applies to you and complete "Certification by Applicant" below: n/a I. Property is located in Dade or Broward County and was built in 1996 or later. n/a 2. If you do not qualify under "I" above, please attach a copy of the Manufacturer's literature or Installer's certification indicating the product is "Dade County Product Control Approved". 3. If you do er. not Qualify Engineerunder either "1" or "2", you must have the following statement signed by the install or Florida Professional CERTIFICATION OF INSTALLER OR FLORIDA PROFESSIONAL ENGINEER 1 hereby certify that all applicable glazed * openings at the "Property Address" listed above are fully protected by windstorm protective devices, which comply with Class "A" standards indicated and described above. * All applicable glazed openings refer to only those openings that were contracted to be protected by the original purchaser of the storm shutter system. Name of Company: Atrium Windows and Doors Inc. License #: CRC -1326985 Signature: V ----Date: June 2009 Telephone No.: 954-689-7545 ALL APPLICANTS: b To receive the premium credit being applied for, please read and sign the following section: CERTIFICATION BY APPLICANT I hereby certify and agree to the following: (1) The property described above has been fitted with Windstorm Protection Devices, which protect all windows, doors and other applicable openings. (2) 1 agree to review and follow all the safety, maintenance, and implementation recommendations and procedures that 1 received in the homeowner package provided by the shutter contractor. (3) I agree to close and secure the devices in the event of a tropical storm or hurricane warning. (4) In the event that I cannot install or secure such devices myself, I have or will make arrangements for someone else to assume that duty. 1 have attached any necessary documentation. Applicant(s) Signature: Date: lr ` TABLE OF CONTENTS 01000- LIST OF SUBCONTRACTORS 8t SUPPLIERS 01000- AHRENS WARRANTY 01000- MISCELLANEOUS SUBCONTRACTOR WARRANTIES 01000- NOTICE OF COMMENCEMENT 01000- CERTIFICATE OF COMPLETION 01000- FORM BOARD TIE-IN SURVEY 01000- FINAL SITE SURVEY 02000- TERMITE CERTIFICATE 02000- TEST RESULTS 02000- SITE WORK 02000- LANDSCAPE 02000- FENCING 03000- REBAR 06000- CABINETS 07000- INSULATION CERTIFICATE 08000- OVERHEAD DOOR 08000- HANGAR DOOR 08000- STOREFRONT 08000- DOOR at HARDWARE 09000- STUCCO 09000- DRYWALL 09000- FLOORING 09000- PAINT 10000- HURRICANE SHUTTERS 10800- BATHROOM ACCESSORIES 11020- FIRE ALARM SYSTEM 13000- USA WARRANTIES 13000- USA METAL BUILDING DRAWINGS 13000- USA METAL BUILDING CALCULATIONS 15000- WALL EXHAUST FANS 15000- HVAC 15000- PLUMBING 15000- OIL/WATER SEPARATOR 15600- FIRE SPRINKLER SYSTEM 16000- ELECTRICAL w n CONTRACTOR INFORMATION: AHRENS COMPANIES 1461 KINETIC ROAD, LAKE PARK, FL 33403 561-863-9004 FAX: 561-863-9007 SUBCONTRACTOR & SUPPLIER LIST SUBCONTRACTOR TRADE PHONE NUMBER 3D FENCING LLC FENCING 772-388-0844 ACCESS DOOR SUPPLY HM WINDOW FRAMES 772-461-3339 ALL GLASS, INC. BATHROOM ACCESSORIES 407-702-0403 ARNOLD AIR CONDITIONING HVAC 772-589-1063 ATLANTIC GLASS COMPANY, INC. IMPACT/NON-IMPACT GLASS 772-878-7759 ATRIUM WINDOWS AND DOORS HURRICANE SHUTTERS 954-689-7545 BEAN DRYWALL, INC. DRYWALUINSULATION 772-460-6110 COONS CONSTRUCTION, INC. STUCCO 772-563-0501 BUSHCO LANDSCAPING LANDSCAPE/IRRIGATION 321-768-1189 CW SOLUTIONS GROUP T-10 NETWORK 877-756-9865 CHEM TECH INC. OF PALM BEACH PAINTING 772-781-2810 CROWN INDUSTRIES HANGAR DOOR 320-238-2616 DELTA FIRE SPRINKLERS FIRE SPRINKLER/ALARM 407-328-3000 EDISON'S ELECTRIC SERVICE ELECTRICAL 321-951-7522 HAMWAY FLOORING, INC. FLOORING 954-973-1983 HELLER CABINETRY CABINETRY 321-729-9690 J.B. MATHEWS COMPANY OVERHEAD DOORS 800-226-3667 JUPITER FARMS PLUMBING COMPRESSED AIR 561-748-3367 MEEKS PLUMBING PLUMBING 772-569-2285 NUTTING ENGINEERS OF FL TESTING 772-408-1050 OGDEN BROTHERS CONCRETE WORK 239-592-9960 PARMENTER EXCAVATING SITE WORK 321-724-8760 STOCK BUILDING SUPPLY HM DOORS/HARDWARE 772-589-8976 VELCON GROUP SURVEYING 772-879-0477 UNITED STRUCTURES OF AMERICA IMETAL BUILDING SUPPLIER 281-442-8247 aHRENS COMPANIES PROJECT: SEBASTIAN AIRPORT HANGAR A LOCATION: 202 AIRPORT DRIVE, EAST, SEBASTIAN, FL 32958 OWNER: CITY OF SEBASTIAN We, Ahrens Companies, do hereby warranty that all labor and material furnished and work performed in conjunction with the above referenced project are in compliance with Contract Documents and authorized modifications thereto, and will be free from defects due to defective materials or workmanship for the proof of 1 year(s) from Date of Substantial Completion. This warranty commences on MAY 8, 2009 and expires on MAY 7, 2010 Should any defect develop during warranty period due to improper materials, workmanship or arrangement, the same, including adjacent work displaced shall be made good by undersigned at no expense to Owner. The Owner will give Contractor written notice of defective work. Should Contractor fail to correct defective work within 60 days after receiving written notice, Owner may at his option, correct defects and charge Contractor costs for such correction. Contractor agrees to pay such charges upon demand. FOR Ahrens Companies AFFIX CORPORATE lf✓.G� SEAL HERE 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 CW *11 Solutions Group Inc. Warranty: Commencing with the final acceptance, CW Solutions Group INC will guarantee the installation and performance of all cables, connectors and hardware for a period of one (1) year. During and within the warranty period, CW Solutions Group will respond to cable system troubles that are specifically attributed to the equipment installed (CATSE voice & data cabling. Service calls will be during normal working hours between 7:00 a.m. and 4:00 p.m., Monday through Friday, except for holidays. Service calls not attributed to the above will be billed at normal CW Solutions Group, T&M rates. Best R ands: Clint Webster President "A Complete Technology Solutions Provider!" Office: 1-877-756-9865 Fax: 954-742-8389 Web: www.cwsgi.com 01", n"I" � Ogden Brothers Construction, Inc. www.OgdenBrothers.com May 21, 2009 Attn: Michele Ball -Vaughn Ahrens Companies 1461 Kinetic Road Lake Park FL 33403 Subiect: WARRANTY — SEBASTIAN HANGAR A Ogden Brothers Construction, Inc. (OBC) hereby warranties our work performed in association with The Ahrens Companies on the job — SEBASTIAN AIRPORT HANGAR A situated at 202 Airport Drive, East, Sebastian F132958. OBC's work consisted of concrete and masonry labor and material as designed per the engineered and architectural documentation provided by Ahrens Companies, the General Contractor. OBC guarantees against any defects due to faulty workmanship for a period of one year from date of substantial completion of the job. Materials are guaranteed to the extent provided by the manufacturer. We further guarantee that all labor and materials furnished and work performed by us were in accordance with the contract, drawing and specifications and any authorized alterations and additions thereon. Labor associated with replacement of materials will be guaranteed by OBC for reasons not associated with damage by others, design related structural flaws, acts of God, etc. OBC's warranty does not apply to work done by others or damage to our work caused by others. Should any defect develop within the warranty period due to improper materials and/or workmanship, OBC will, upon written notice, make repairs at no cost to the owner. Sincerely, Robert Og en President Ogden Brothers Construction, Inc. 1141 Sun Century Road - Naples, FL 34110 - 239.592.9960 Office - 239.592.7549 Fax Concrete - Masonry - Tilt -wall - Structural Steel - CGC 1513646 !A\ CRY OF ERAS NOME OF PELICAN ISLAND - CONTRACTOR LICENSING 1225 Main Street Sebastian, FL 32958 - (772)388-8245 Phone - (772)-589:2566 Fax - - SEBASTIAN CONSTRUCTION BOARD — - - - _ LICENSE -REGISTRATION FORM DATE i IF YO U ARE "STATE" LICENSED AND TOOK A "STATE -LICENSING EXAM NO FEE IS -REO TIRED. ALL OTHER LICENSES REDUIRE A -93a (h9 REGISTRATION APPLICANT'S -FULL NAME- ?S?K/�D QUALIFYING: SOLE PROP. O PARTNERSHIP O CORP. O LLC (1� NAME OF FIRM OR COMPANY BUSINESS ADDRESS IC XD PHONEp CTI'Y P STAT �ZIP -a�3� - - - MAILING ADDRESS PHONE LICENSE BEING REGISTERED CSGcX�6 5(.S^LICENSE #: SBC OC6 s7l S QUALIFIER'S SIGNATURE STATE OF FLORIDA - COUNTY OF The fo egoin instrume t was lmowledged before me this _ day of i u 2 ' rod a >'d ',— - (,- s who is personally known or who has catio . Type of identification produced: aCELMAWu W COA4A4lB 0 # M 486182 ethe of Notary Public]�Drtt,�oe aisa�e +orn u� RE_ UIRED PAPERWORK 1) Q General Liability. 2) Workman's Comp. and/or Exemption as required by law for each officer of corporation or member of LLC 3) Copy of current State Registration or Certification 4) Proof of Business Tax Receipt 5) Articles of Corporation or LLC, if applicable 1 r /0000\ Tbis instrument Prepared by: Name: Address: NOTICE OF COMMENCEMENT TAX FOLIO #: 3o3�Z Z OC90 o r -- BUII..DING PERMIT #: o000001sc0 , i State of Florida County of Indian River THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Desch t of��erty: (legal description of the property, and street address if available) S'�fts,Av.�7r 2. General description of improvement: Owner information: D� �.� ' feB 5� a. Name and Address b. Interest in property: 10-1�7 - -, d. Fee simple titleholder (if other than Owner): Name and Address: I- 4. Contractor. a. Name and Address: AirXr�✓S b. Phone Number. _idr 3 ' y Cie, ACL `5 j�a 5. Surety a. Name and address: x Coln b. Phone number. c. Amount of bond: $ O O OO l7 6. Lender. a. Name and Address: b. Lender's phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7 Florida Statutes: a. Name and address: b. Phone numbers of designated persons: 8 In addition to himself or herself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Name and Address G ' r b. Phone number: 9. Expiration date of notice of commencement (the exp' 'on date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FaiST INSPECTION. IF YOU INTEND TO OBTAIN FINANC1N , CNSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y OTIUE W FOMMENCEMENT. Signati4eefi6wner Owner'ss uth zed Officer/Drrector P er/Mana Signatory's Title/O ce: vl RA - � � Wet The foregoing instrument was aclrnnwledged before me thi.Q&y ofNOY 20 by TpSX'ki_ ( 1 M1Q (name of person) as_i)/je�4/L7 D/�7t>� (type of authority, (e.g officer, trustee, attorney in fact) for C (T_ j pF s -P-A571/ Ai (name of party on behalf of whom instrument was executed). nes•snnstnn••u•nems•.•••••••�••■•+ DOROTHY M. B03WC�FtTH Signat�ofPubLic - State of Florida) Notary Seal Comm# OD0771461 • t3�812012 Personally known _or Produced Identification n&HW Nw wtc Rss••••st••N•ss•••ass•••••••ss•sss•••••••••s� Verification Pursuant to Section 92.525, Florida Statues Under penalties of perjury, I declare that I have read the foregoing and that the facts statedl6 a true to the best of my wledge and belief. Signavideiof N Person Signing Above THIS DOCUMENT HAS BEEN RECORDED IN THE PUS -1C RECORDS OF INDIAN RIVER COUNTY FL BK: 2305 PG:2419, Pagel of 2 1112&2008 at 11:421 M. JEFFREY K BARTON. CLERK OF COURT Page 1 of 1 Michele Ball -Vaughn From: Allan Ball Sent: Monday, August 17, 2009 8:26 AM To: Michele Ball -Vaughn; Richard Ahrens; Barbara Ahrens Subject: FW: Sebastian Municipal Airport - Canopy Schedule (081109) See Joe Griffin's first comment. Michele please record this date in the close out book(s). From: Joseph Griffin [mailto:JGriffin@CityOfSebastian.org] Sent: Friday, August 14, 2009 3:06 PM To: Allan Ball Cc: Greg Celentano Subject: RE: Sebastian Municipal Airport - Canopy Schedule (081109) Greg/Allan---1. received C.O today ---thank you for your help ---I think we have a quality product. 2. covered walkway is going well. 3. is Greg finished?? there was supposed to be a pvc line installed for the sump pump drain ---perhaps that wasn't your deal. Joe G. From: Allan Ball [mailto:Allan@ahrenscompanies.com] Sent: Tuesday, August 11, 2009 10:00 AM To: Joseph Griffin Cc: Greg Celentano Subject: Sebastian Municipal Airport - Canopy Schedule (081109) Joe, just a reminder that the canopy steel package arrives tomorrow morning (8/12/09) at 8:OOAM. Our crew, Dan Murphy and Co., and Joe Johnson III will be on site to unload and start the erection. By Friday most of the erection work should be completed. Painting of the the red iron steel members will be done in concert with the erection operation. Painting will be done with care of the surrounding property but I believe that the LoPresti vehicles should be moved out of the new parking lot to reduce and/ prevent damage to those vehicles during the operation. Every effort will be taken to reduce airborne paint vapors but you know all to well the normal wind conditions in this area. Painting will occur over a two day time frame. 8/17/2009 CITVOF Y HOME OF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET - SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 - FAX (772) 589-2566 TEMPORARY CERTIFICATE OF OCCUPANCY # 9796 THIS CERTIFICATE ISSUED PURSUANT TO CODE CERTIFYING THAT AT THE TIME OF WITH THE VARIOUS ORDINANCES OF CONSTRUCTION OR USE. PERMIT#: 08-001822 ADDRESS: 210 AirportDr. E. OWNER: City of Sebastian PROPOSED USE: STORAGE DATE APPROVED: 6/24/09 APPROVED BY: CONDITIONS: THE REQUIREMENTS OF THE FLORIDA BUILDING ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE THE JURSIDICTION REGULATING BUILDING Sebastian, Fl 32958 CONTRACTOR: Ahrens Companies CONSTRUCTION TYPE: II -UNP EXPIRATION DATE: 8/24/09 (60 days) Wayne Eseltine - Building Official A Temporary Certificate of Occupancy is being granted under the following conditions: Tennant is restricted to human occupancy inside chain link fenced area at the SE corner of the building for purposes of shipping and receiving with no liquid solvents or resin type substances being used or stored. Tennant will also be allowed to move furniture into the office space and machinery into the chain link fenced area at the west side of the building. There will be no human occupancy in these areas under this Temporary Certificate of Occupancy. The following list of items shall be completed and approved prior to issuance of Final Certificate of Occupancy: 1. High-level alarm in oil/water separator needs to be installed. 2. Penetrations through fire rated walls need to be fire stopped per approved tested fire rated assemblies. 3. Backflow Certification needs to be approved through IRC Utilities. 4. Backflow preventer gate valves need to be chain locked per IRC Fire Rescue requirements. 5. Lock out tag out shall be marked in red ink at electrical panel. 6. Keys to facility and electrical room need to be provided in Knox box. 7. Shower stall needs seat, grab bar and shower wand installed per details on plans. 8. Men's room sign needs to be located on wall adjacent to door opening. 9. Submit requested drawing of poured concrete valve box sealed by a Professional Engineer. 10. Opening in outside wall needs to be sealed around outside air vent in Grinding/Sanding room. 11. Provide missing hardware for storm panel installation. 12. Final Landscape inspection from Growth Management Department and any required documentation. 13. Final documentation to close out permit including final survey, final termite treatment, final Engineering inspection. Michele Ball -Vaughn From: Allan Ball Sent: Thursday, June 25, 20091:11 PM To: Michele Ball -Vaughn Subject: FW: TCO for Sebastian Airport Hangar Attachments: 210 AIRPORT DR TCO.doc In 210 AIRPORT DR TCO.doc (194 KB... For Record purposes. -----Original Message ----- From: Greg Celentano Sent: Wednesday, June 24, 2009 5:41 PM To: Allan Ball Subject: FW: TCO for Sebastian Airport Hangar Greg Celentano Vice President Ahrens Companies 1461 Kinetic Road Lake Park, Florida 33403-1911 Office: (561) 863-9004 Fax: (561) 863-9007 Cell: (561) 718-9961 -----Original Message ----- From: Wayne Eseltine(mailto:weseltine@CityOfSebastian.org] Sent: Wednesday, June 24, 2009 4:34 PM To: Joseph Griffin; Greg Celentano Cc: jduran@ircgov.com; rmarini@ircgov.com Subject: TCO for Sebastian Airport Hangar A TCO was issued today for the Airport Hangar with the conditions noted for occupancy and final C/O. Please let me know if you have any questions or comments. A signed copy is available at the Building Department. Wayne Eseltine Building Director City of Sebastian «210 AIRPORT DR TCO.doc>> 1 �' THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA �\Mf SKILL ,'�sPONS111���{ INTiORITY AGC DOCUMENT NO. 280 CERTIFICATE OF SUBSTANTIAL COMPLETION Substantial Completion of the Work, or of a designated portion, occurs on the date when the Work is sufficiently complete in accordance with the Contract Documents so that the Owner may occupy or utilize the Project, or a designated portion, for the use for which it is intended. PROJECT: ) bA-3}1q�� NtUP0A1C1T,0*.( AirV-Z-ak— Project No. O g Z4 Contractor r t A C µ aoaa � Contract for l� %KQa<"�T;LG " TO (Owner): C ILA-y 0-F SC bi ft+i�r-- ('"� Date of Issuance: Architect/Engineer. A krew-3 Project or Designated Area Shall Include: A(I q r•Qa7 �t.Zc a tJvlletr S rof s 1itoQ .9L('eMtriC*- service -C s}- cc� �i'' .6ire-betrl C �.�' b 5, zo6 The Work under this Agreement has been reviewed and found to be subs%intially complete. The Date of �6�'. Substantial Completion is hereby established as which is also the date of commencement of warranties and guarantees required y the Contract Documents. A list of items to be completed or corrected is appended hereto. Corrections or changes called for in this list will be made within 3 days from the date of this Certificate. Signing of this Certificate of Substantial Completion by the Owner in no way alters the responsibility of the Contractor to complete all the Work in accordance with the Contract Documents, including untested or deferred Work. The ner %w4awlivel" shall be responsible for security, maintenance, utilities, insurance and damage to the Work as follows: U Oo, 4-L4t OST !:% '}"LA �L C 6t:hgC0A a lies�.a�e+��["Il�we� {ter S PC Cw.t%� wed The Owner accepts the ork or esignat p 'on thereof as substantially complete and will assume full possession thereof at - 60 . time) on R (date). 1 IMPORTANT: MODIFICATIONS NOT SHOWN. This document may contain modifications to the text of the original AGC standard form. its author has chosen not to reflect any modifications in the electronic or printed output Recipients may wish to request from the author a redlined version prior to signing. Consultation with legal and insurance counsel and careful review of the entire document are strongly encouraged. DocuSuilderC • AGC DOCUMENT NO. 280 • CERTIFICATE OF SUBSTANTIAL COMPLETION m 2001, The Associated General Contractors of America. All rights reserved. This document was produced ekh=nically under the grant of license provided to subsrxibers of the AGC DocuBuilder Contract Document Soft we. Conti r:. � ..... .... ........... ......... tr�........... By: Date: l 0 Owner: tT ey:aVA . . ...................... r IT Authoriz d R resentative Date: kel;�• �� • O 2 IMPORTANT: MODIFICATIONS NOT SHOWN. This document may contain modifications to the text of the original AGC standard form. Its author has chosen not to reflect any modifications in the electronic or printed output Recipients may wish to request from the author a reolired version prior to signing. Consultation with legal and insurance counsel and careful review of the entire document are strongly encouraged. DocuBuilder® • AGC DOCUMENT NO. 280 • CERTIFICATE OF SUBSTANTIAL COMPLETION ® 2001, The Associated General Contractors of America. All rights reserved. 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CONFIRMATION OF COMPLETION of SUBTERRANEAN TREATMENT AND LEWITED WARRANTY AS REQUMED BY FLORIDA BuM DING CGDE (EBC)1816.1.7 PURCHASE'S NAME AND ADDRESS:: Ogden Brothers CartstrucWn 1141 Stet Century RwW, # 1(j0 Naples, FL 34110 Treamwt Sts: 202 Airport Dthre East Sehasoan, FL Pm}ect HaW tM #6 Development TW*Mhtp 31 South Region 38 East SRS Fooftm 15,100 Chaftak Cyperr",tttrEn Date of Comple4 w. MUM 5 YEAR WARRANTY Permit No.: 08-D18Z2 Number of SbvcWms Treated: I Number of Gopon& 1510 Product 3 Pemenbp%. Demon M" a 0.25 % Tecw ions Name. Dennis vvmk rrrs ab a Trull 07r1a". IZAOPm Acct Past Contml. Im lrasaby ocnfn= mat this brdldipg has received a aomptete traaU=M for tha pr nwn ion of 't>r = tl8. ?YeehuW is is woe wd b the nda and taws eMbttshed by Florida Depsrumu of Ate! =d Ca u=mr $avk, 1r7oCrW pfttvdak awwt WU Compleeed upon $pal FZ&, Limeculnbw at toadffim Hat dreot the Camira�r]''* obtipties m 100 t or r epafr damage, is s put ANO. !B 1732 CONTROL, INC. BY: Harvey Sm deo, Pftddeu Roviscd cn OWI/0a 300 S. STAIM ROAD 7 9 PLAN MCIN, FLOMA 3831T • 95q.5Wg58$ 0 i.M7,4MBS 4 FA)U 9S4.5846117 VY41 VVJ LICENSE,#JB Im cue of C4*Vum= for Tena to prouxtim rwphod by Rod& Bo kft code (FBc) 18 16.1,7) Canmn6etloa (239) 913.8343 202 Airport Drive Fsst Sebastian, FL Haag GAW4 DentopM= Towastllp 31 Stwtb Rae= 38 East Peaait No.: 08-001822 M Aod ofTamite Treamcat Pravwtianwood treatmeat, bait systoju, othcr (dm&c) 'tive baa re�imt a ctrs�lats trt ai far the prev of snbtacremeaa temLim- . T accardanoe wIl rale= =W laws cnablitd br the F Ori& DWU%=W of AgdcWtm ead 30 S. svu6 ROAD 7 . PtANTMMM, FLORM 3=317 a 954-5W858X • "SW749.8588 9 FAXt M9 -58"l 17 �ocsoLU20 Z ¢ a w W ci ¢ E! s'��m�m o0[ Q ° t R7 U © O " N ,cc_a > .g _U O� m w c��0 Z � O W -J IL S U O 5.6 L c'E�� �g� '._1r Ld �I� n u. Z z — c: vi 2 c �'>Yo.pc6 W (00T- Q cr -t < 0 Q it � p . m`Cq ac) o V 0. Q rw > > F � '` �c ,_n aj orny �0 y 8529 South Park Circle Tel. 407-802-355 Y CC o o a m w cin Q m ca pyo Ste. 320 Fax. 407-226-03 9 CL °-a. Q Q� w W Z) w M w 0:tT.�� U w n��ummn� N QE ro a) Orlando, FI 32819 Email:mdvera@p CONCRETE MIX DESIGN Client: Ogden Brothers Class 4000 Comm Project: SebastianMunicipal Airport Str Use Date: 117/09 Mix # 40115 WEIGHTS PER CUBIC YARD Saturated, Surface Dry (SSD) Specification Weights Volume Cement ASTM C-150 452 # 2.30 cu.ft. Flyash ASTM C-618 112 # 0.82 cu.ft. Sand ASTM C- 33 1309 # 7.98 cu.ft. Coarse Agg. #57 ASTM C- 33 1398 # 9.14 cu.ft. Coarse Agg. #67 0 # 0.00 cu.ft. Coarse Agg. #89 300 # 1.96 cu.#t. Water (Pounds) 249 # 3.99 cuff Entrained Air 3% 0.81 cu.ft. Water (Gallons) 30 AEA ASTM C-260 6.0 oz/cu.yd. 6.00 oz/cu.yd Water Reducer ASTM C-494 3.0 oz./cwt 16.92 oz/cu.yd HRWR ASTM C-494 0.0 oz./cwt 0.00 oz/cu.yd Other Admixture 1 n/a 0.0 oz./cwt. oz/cu.yd Other Admixture 2 n/a 0.0 oz/cu.yd 0 TOTALS 3820 # 27.00 cu.ft. WATER CEMENT RATIO 0.441 THEOR. UNIT WEIGHT 141.49 lbs. SAND AGG. RATIO 0.771 SLUMP RANGE 4" + — 1" _ Remarks: 3% Air for Yield Purposes Only ACI 214/318 STRENGTH TEST EVALUATION Company: Prestige IAB Ready Mix Mix: 40115 Spec'd Str.: 4000 PSI Test No. Date Slump in. Air % Cone. Temp. F 7 -Day Str. psi 28 -Day Str. Cyl.#1 Cyl.#2 psi psi Range Strength psi Moving Avg of Three Moving Avg of Ten 1 6/4/08 4.75 3.0 87 3760 5270 5350 80 5310 2 615/08 6.00 3.0 86 3100 5040 5220 180 5130 3 615108 6.50 3.0 62 3230 4770 4860 90 4815 5085 4 6/6/08 6.00 3.0 86 3100 5040 5220 180 5130 5025 5 6/6/08 6.50 3.0 82 3230 4770 4860 90 4815 4920 6 617/08 7.00 3.0 87 3540 4640 4720 80 4680 4875 7 617108 7.00 3.0 87 3540 4640 4720 80 4680 4725 8 6/13/08 6.50 3.0 87 3690 4810 4900 90 4855 4738 9 6/19108 8.00 3.0 88 3610 4840 4860 20 4850 4795 10 6/25108 7.25 3.0 90 3150 4720 4880 160 4800 4835 4907 11 6126/08 8.50 3.0 76 3900 4800 4930 130 4865 4838 4862 12 6/26108 4.50 3.0 87 3830 4290 4360 70 4325 4663 4782 13 6/26/08 7.25 3.0 86 3610 4360 4460 100 4410 4533 4741 14 7/10108 6.50 3.0 88 3200 4490 4520 30 4505 4413 4679 15 7/15/08 6.00 3.0 85 3690 5080 5140 60 5110 4675 4708 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 6.55 3.0 86 3479 CACI 214 Strength Analysis 96 4819 Average Strength, X 4819 PSI Min Strength 4325 PSI No. of Tests, n 15 Avg Strength 4819 PSI /"ft\ _ Max Strength 5310 PSI Average Range, R 96 PSI Standard Deviation, s Coefficient of Variation, V Within -Test Std Dev Within Test Coeff. of Var. Batch -to -Batch Std Dev Batch -to -Batch Coeff. of Var. ACI 318 Performance Approval MODIFICATION FACTOR = 1.160 S = 321 PSI fcr = fc + 1.33 s = 4427 PSI fcr = fc + 2.33 s - 500 = 4248 PSI /"°� VALID, >15 TESTS Min Slump 4.50 IN 277 PSI Avg Slump 6.55 IN 5.7% Max Slump 8.50 IN 85 PSI Min Air Content 3.0 % 1.8% Avg Air Content 3.0 % Max Air Content 3.0 % 263 PSI 5.5% Min Cone. Temp. 76 F Avg Cone. Temp. 86 F Max Cone. Temp. 90 F ACI 318 Performance Approval MODIFICATION FACTOR = 1.160 S = 321 PSI fcr = fc + 1.33 s = 4427 PSI fcr = fc + 2.33 s - 500 = 4248 PSI /"°� VALID, >15 TESTS L RES WATER CEMENT RATIO TIE 8529 South Park Circle Tel. 407-802-3555 Ste. 320 Fax. 407-226-0359 Orlando, FI 32819 Email:mdvera@prestige-concrete.com CONCRETE MIX DESIGN Client: Ogden Brothers Class 3000 Project: Sebastian Municipal Airport Sir Use Date: 117/09 Mix # 92245 WEIGHTS PER CUBIC YARD Saturated, Surface Dry (SSD) Specification Weights Volume Cement ASTM C-150 365 # 1.86 cu.ft. Flyash ASTM C-618 94 # 0.68 cu.ft. Sand ASTM C- 33 1380 # 8.41 cu.ft. Coarse Agg. #57 ASTM C- 33 # 0.00 cu.ft. Coarse Agg. #67 1698 # 11.11 cu.ft. Coarse Agg. #89 0 # 0.00 cu.ft. Water (Pounds) 258 # 4.13 cu.ft. Entrained Air 3 % 0.81 cu.it. Water ( THEOR. UNIT WEIGHT SAND AGG. RATIO SLUMP RANGE Remarks: /"w� 4"+-1" 3% Air for Yield Purposes Only 0.562 140.54 lbs. 0.813 Gallons) 31 AEA ASTM C-260 6.0 oz/cu.yd. 6.00 oz/cu.yd Water Reducer ASTM C-494 4.0 oz./cwt. 18.36 ozlcu.yd HRWR ASTM C-494 0.0 oz -/cwt. 0.00 ozlcu.yd Other Admixture 1 n/a 0.0 oz./cwt. oz/cu.yd Other Admixture 2 n/a 0.0 ortcu.yd 0 TOTALS 3795 # 27.00 cu.ft. THEOR. UNIT WEIGHT SAND AGG. RATIO SLUMP RANGE Remarks: /"w� 4"+-1" 3% Air for Yield Purposes Only 0.562 140.54 lbs. 0.813 ACI 2141318 STRENGTH TEST EVALUATION Company: Prestige /AB Ready Mix Mix: 92245 Spec'd Str.: 3000 PSI Test No. Date Slump in. Air % Conc. Temp. F 7 -Day Stir. psi 28 -Day Str. Cyl.#1 Cyl.#2 psi psi Range Strength psi Moving Avg of Three Moving Avg of Ten 1 3126/08 4.50 3.0 78 2460 3360 3530 170 3445 2 3126108 5.50 3.0 82 2030 3270 3840 570 3555 3 5/1/08 6.00 3.0 73 2250 3360 3780 420 3570 3523 4 5/1108 4.00 3.0 70 2740 3850 3980 130 3915 3680 5 5/1/08 4.50 3.0 75 2420 3540 3770 230 3655 3713 6 5/1/08 6.25 3.0 72 2210 3770 4030 260 3900 3823 7 5/1/08 4.00 3.0 74 2580 3880 3930 50 3905 3820 8 5/1/08 4.50 3.0 76 2590 3480 3610 130 3545 3783 9 5/5/08 6.00 3.0 77 2910 3590 3850 260 3720 3723 10 5/5/08 6.00 3.0 76 3310 3810 3870 60 3840 3702 3705 11 5/9/08 9.25 3.0 73 3040 3660 3700 40 3680 3747 3729 12 5/9108 8.00 3.0 74 2820 3650 3890 240 3770 3763 3750 13 5122108 9.25 3.0 83 2100 3950 4030 80 3990 3813 3792 14 5/30/08 9.50 3.0 85 2320 3190 3380 190 3285 3682 3729 15 615108 9.50 3.0 84 2390 3230 3400 170 3315 3530 3695 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 AVG 6.45 3.0 77 2545 200 3673 rage z ACI 214 Strength Analysis Average Strength, X 3673 PSI Min Strength 3285 PSI No. of Tests, n 15 Avg Strength 3673 PSI eo""\ -Max Strength 3990 PSI Average Range, R 200 PSI Standard Deviation, s Coefficient of Variation, V Within -Test Std Dev Within -Test Coeff. of Var. Batch -to -Batch Std Dev Batch -to -Batch Coeff. of Var. ACI 318 Performance A provall MODIFICATION FACTOR = 1.160 S = 255 PSI fcr = fc + 1.33 s = 3339 PSI fcr = fc + 2.33 s - 500 = 3094 PSI w P'1 VALID, >15 TESTS Min Slump 4.00 IN 220 PSI Avg Stump 6.45 IN 6.0% Max Slump 9.50 IN 177 PSI Min Air Content 3.0 % 4.8% Avg Air Content 3.0 % Max Air Content 3.0 °% 130 PSI 3.5% Min Conc. Temp. 70 F Avg Conc. Temp. 77 F Max Conc. Temp. 85 F ACI 318 Performance A provall MODIFICATION FACTOR = 1.160 S = 255 PSI fcr = fc + 1.33 s = 3339 PSI fcr = fc + 2.33 s - 500 = 3094 PSI w P'1 VALID, >15 TESTS 6 - . STILE 8529 South Park Circle Tel. 407-802-3555 Ste. 320 Fax. 407-226-0359 Orlando, FI 32819 Email:mrivera@prestige-concrete.com CONCRETE MIX DESIGN Client: Ogden Brothers Class 3000 cell fill Project: Sebastian Municipal Airport S Use cell fill Date: 1/7/09 Mix # 93380 WEIGHTS PER CUBIC YARD Saturated, Surface Dry (SSD) Spec cation Weights Volume Cement ASTM C-150 530 # 2.70 cu.ft. Flyash ASTM C-618 160 # 1.17 cu.ft. Sand ASTM C- 33 1546 # 9.42 cu.ft. Coarse Agg. #57 ASTM C- 33 0 # 0.00 cu.ft. Coarse Agg. #67 0 # 0.00 cu.ft. Coarse Agg. #89 1071 # 7.01 cu.ft. Water (Pounds) 385 # 6.17 cu.ft. Entrained Air 2% 0.54 cu.ft. Water (Gallons) 46 AEA ASTM C-260 0.0 oz/cu.yd. 0.00 oz/cu.yd Water Reducer ASTM C-494 5.0 oz./cwt. 34.50 oz/cu.yd HRWR ASTM C-494 0.0 oz./cwt. 0.00 oz/cu.yd Other Admixture 1 n/a 0.0 oz./cwt. oz/cu.yd Other Admixture 2 n/a 0.0 oz/cu.yd 0 TOTALS 3692 # 27.00 cu.ft. WATER CEMENT RATIO 0.558 THEOR. UNIT WEIGHT SAND AGG. RATIO SLUMP RANGE /0� Remarks: 8" -11" 136.76 lbs. 1.444 ACI 2141318 STRENGTH TEST EVALUATION Company: Prestige IAB Ready Mix Mix: 93380 Spec'd Str.: 3000 PSI 8.97 2.0 89 2751 AC1214 Strength Analysis 315 4050 Average Strength, X 4050 PSI Min Strength 3695 PSI No. of Tests, n 15 Avg Strength 4050 PSI _ Max Strength 4545 PSI Average Range, R 315 PSI Conic. 7 -Day 28 -Day Str. Test Slump Air Temp. Str. Cyl.#1 Cyl.#2 Strength Moving Avg Moving Avg No. Date in. % 1= psi psi psi Range psi of Three of Ten 1 5/14/08 10.00 2.0 90 2760 3650 3920 270 3785 2 5114/08 8.50 2.0 89 2750 3590 3970 380 3780 3 5114108 9.00 2.0 89 2990 3810 3930 120 3870 3812 4 5120108 9.50 2.0 90 2640 3930 4190 260 4060 3903 5 5/20108 8.50 2.0 88 2740 3680 4130 450 3905 3945 6 5121/08 8.00 2.0 90 2890 3730 3860 130 3795 3920 7 5/21108 9.00 2.0 89 2580 4000 4130 130 4065 3922 8 5/28108 8.50 2.0 90 2650 3690 3850 160 3770 3877 9 5/28/08 9.00 2.0 87 2760 3500 3890 390 3695 3843 10 6/11/08 8.00 2.0 89 2920 4200 4750 550 4475 3980 3920 11 6/11/08 9.00 2.0 89 2890 4000 4630 630 4315 4162 3973 12 6/18/08 10.00 2.0 88 2710 4120 3800 320 3960 4250 3991 13 6/19/08 9.50 2.0 87 2590 4210 4560 350 4385 4220 4043 14 6/19/08 9.00 2.0 88 2640 4290 4400 110 4345 4230 4071 15 6/19/08 9.00 2.0 89 2750 4310 4780 470 4545 4425 4135 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8.97 2.0 89 2751 AC1214 Strength Analysis 315 4050 Average Strength, X 4050 PSI Min Strength 3695 PSI No. of Tests, n 15 Avg Strength 4050 PSI _ Max Strength 4545 PSI Average Range, R 315 PSI Grr� Standard Deviation, s Coefficient of Variation, V Within -Test Std Dev Within -Test Coeff. of Var. Batch -to -Batch Std Dev Batch -to -Batch Coeff. of Var. AC! 318 Perfonnance Approval MODIFICATION FACTOR = 1.160 S = 335 PSI fcr = fc + 1.33 s = 3446 PSI fcr = fc + 2.33 s - 500 = 3281 PSI fo" VALID, >15 TESTS Min Slump 8.00 IN 289 PSI Avg Slump 8.97 IN 7.1 % Max Slump 10.00 IN 279 PSI Min Air Content 2.0 % 6.9 % Avg Air Content 2.0 % Max Air Content 2.0 % 76 PSI 1.9 % Min Conc. Temp. 87 F Avg Conc. Temp. 89 F Max Conc. Temp. 90 F AC! 318 Perfonnance Approval MODIFICATION FACTOR = 1.160 S = 335 PSI fcr = fc + 1.33 s = 3446 PSI fcr = fc + 2.33 s - 500 = 3281 PSI fo" VALID, >15 TESTS Hutting Engineers of FlorIG8 In[.I ESta bllSned 1967 YourProjectls Our Commitment TO Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn MOISTURE - DENSITY RELATIONSHIP REPORT PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East Hanger "A" Sebastian CONTRACTOR PROCTOR NO. 1 DATE TESTED Feb 2 3, 2 0 0 9 DATE RECEIVED Feb 2 0, 2 0 0 9 DATE SAMPLED Feb 2 0, 2 0 0 9 SAMPLED BY W. Grimes TESTED BY C. Costantino SOURCE On-site Material MATERIAL DESCRIPTION: MAJORCOMPONENT Grey Sand MINOR 110.0 1111W ch 105.0 102.5 N z W 100.0 97.5 95.0 COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 5 6 7 8 9 10 11 12 MOISTURE CONTENT (%) TRIAL NUMBER WET DENSITY (Iblft3) DRY DENSITY (Ib1ft3) MOISTURE CONTENT (6/0) 1 108.0 100.9 7.0 2 112.3 103.5 8.5 3 115.0 104.5 10.0 4 115.1 102.9 11.8 �MMENTS / PER. Page 1 of 1 Feb 2 4 , 2 0 0 9 Nutting Engineers of Florida, Inc. Richard) G. lossi, P.E. #42603 These test results constitutes a testing service only. Engineering interpretation or evaluation of results is provided only on written request. MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (Ibjft3) (6/0) CALCULATED 104.5 10.0 �MMENTS / PER. Page 1 of 1 Feb 2 4 , 2 0 0 9 Nutting Engineers of Florida, Inc. Richard) G. lossi, P.E. #42603 These test results constitutes a testing service only. Engineering interpretation or evaluation of results is provided only on written request. Nutting Engineers of Honda Inc. I ESTabilsheo 1967 YourProjectIs OurCommltment ro Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn MOISTURE - DENSITY RELATIONSHIP REPORT PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East Hanger "A" Sebastian CONTRACTOR PROCTOR NO. 2 DATE TESTED Feb 2 3, 2 0 0 9 DATE RECEIVED Feb 2 0, 2 0 0 9 DATE SAMPLED Feb 2 0, 2 0 0 9 SAMPLED BY W. Grimes TESTED BY C. Costantino SOURCE On-site Material MATERIAL DESCRIPTION: MAJOR COMPONENT Brown Sand MINOR Little Stone Frags 125.( 122.5 M 120.0 117.5 N Z p 115.0 p 112.5 110.0 COMMENTS COMPACTION STANDARD Modified Proctor, ASTM D1557 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 M 6 7 H 9 10 11 MOISTURE CONTENT (%) TRIAL NUMBER WET DENSITY (Ib/ft3) DRY DENSITY (lb/ft3) MOISTURE CONTENT (%) 1 122.1 115.2 6.0 2 126.6 117.4 7.8 3 129.7 118.6 9.4 4 128.8 116.2 10.8 Page 1 of 1 Feb 2 4 , 2 00 9 Nutting Engineers of Florida, Inc. TL.. 'kr� PER.V �;W�?Oa Richard G. lossi, P.E. #42603 �� -• �u.u�=� a «�� OCt yl emu �nlnenr n�e r ta�ion or v �u too Ot results is provided only on written request p y re o8 ster yo!: g ng nears of to a• oyn on Beach MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (Ib/ft3) M CALCULATED18.5 9.0 Page 1 of 1 Feb 2 4 , 2 00 9 Nutting Engineers of Florida, Inc. TL.. 'kr� PER.V �;W�?Oa Richard G. lossi, P.E. #42603 �� -• �u.u�=� a «�� OCt yl emu �nlnenr n�e r ta�ion or v �u too Ot results is provided only on written request p y re o8 ster yo!: g ng nears of to a• oyn on Beach Nutting MATERIAL TYPE MOITREDRENSITY Engineers A�� FIELD DENSITY , 1W REPORT AASH70 R1a Your Project Is Our Commkment PROJECTNO. PSL -1107 TO Ahrens Companies CLIENT Ahrens Companies 1461 Kenetic Road C.C. Lake Park, FL 33403-1911 Grey Sand ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East Hanger "A" 104.5 Sebastian REPORT NO. 1 NO. OF DENSITIES 10 TESTEDBY W. Grimes DATETESTED Feb 23, 2009 6.8 CONTRACTOR 104.5 99 AREA Column Footings & Slab on Grade 7.2 CONSTRUCTION TYPE 104.5 99 DENSITY LOCATION NUMBER MATERIAL TYPE MOITREDRENSITY COMPACTION FIELD LAB 1 Northeast interior footing Grey Sand 5.2 104.5 99 Northwest interior footing Grey Sand 6.8 104.5 99 3 Southeast interior footing Grey Sand 7.2 104.5 99 4 Southwest interior footing Grey Sand 12.3 10.0 103.5 104.5 99 5 Northeast corner Brown Sand Little stone Frags 9.6 9.0 116.2 118.5 98 6 Northwest corner, 40' east Grey Sand 8.6 10.0 104.0 104.5 100 7 North of trench drain, center Brown sand Little Stone Frags 10.7 9.0 116.9 118.5 99 8 South of west end of trench drain Brown Sand Little stone Frags 10.4 9.0 118.0 118.5 100 9 South of east end of trench drain Brown sand Little Stone Frags 9.4 9.0 116.8 118.5 99 10 South wall approx. center Grey sand 8.3 10.0 104.7 104.5 100 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 COMMENTS D SITIES INDICATED Feb 2 4,2 0 0 9 e 1 of 1 Nutting Engineers of Florida, Inc. PER. I/ These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the surface tested. Richard G. Iossi, P.E. #42603 This report does not reflect bearing capacity or deeper soil conditions. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Nutting 14ra Engineers AAQ Of FlonOa Inc. l eSWODSneo I907 AASH70 RID $R CERTIFIED LABORATORY CONCRETE RTESC TEST REPORT Your Projectk Our Commitment P'A'N PROJECT NO. PSL -1107 ,J CLIENT Ahrens Companies Ahrens Companies C.C. 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East Cin' Sebastian SCOPE Hanger "A" SET NO. 1 NO. OF SPECIMENS 5 DATE RECEIVED Feb 2 6, 2 0 0 9 DATE CAST Feb 2 5, 2 0 0 9 AGE AVERAGE AVERAGE MAXIMUM AVERAGE COMPRESSIVE SPECIMEN DATE AT DIAMETER (inch) LENGTH OR LOAD CROSS-SECTIONAL OR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN {inch) (Ib} AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) (inch) (psi) A Feb 28 3 4.00 8.00 31669 12.57 2520 D A B Mar 04 7 4.00 8.00 49560 12.57 3940 D B C Mar 25 28 4.00 8.00 70860 12.57 5640 B C �D Mar 25 28 4.00 8.00 70470 12.57 5610 D D E E Mar 25 28 4.00 8.00 70280 12.57 5590 C F MIX ID REGULAR TYPE OF MIX Regular CONCRETE TEMPERATURE 74 'F SPECIFIED STRENGTH 4000 Psi @ 2 8 DAYS MEASURED SLUMP 4. 0 0 inch CAST BY S„ I g BATCH TIME 02:12 MEASURED AIR % . MOULD TYPE SUPPLIER Prestige CAST TIME 03:05 TRUCK NO. 10 5 4 TICKET NO. 100 857 WATER ADDED gal AUTH. BY LOAD VOL. 10 yd 3 LOCATION Thickend Edge @ West & North Side Nutting Engineers of Florida, Inc. Boynton Beach 561-736-4900 Pompano 954-941-8700 COMMENTS Miami -Dade 305-824-0060 ,,Mort St. Lucie 772-408-1050 .I Free 877 -NUTTING 3 Web: www.nuttingengineers.com Nutting Engineers of Florida, Inc. PER. l/ Page 1 of 1 Mar 2 7, 2 0 0 9 Richard G. lossi. RE, #42603 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. Hutting Ia Engineers 01 FIDfIOa IflC I (`.idblLSheO I Ntl) Your Project is Our Commitment AMW A4Ft70 RIB TO Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 2 NO. OF SPECIMENS 5 AVERAGE SP CERTIFIED LABORATORY FOR TESTING CONCRETE PROJECT N0. PSL -1107 CLIENT Ahrens Companies C.C. CIN Sebastian CONCRETE TEST REPORT DATERECEIVED Feb 26, 2009 DATECAST Feb 25, 2009 AVERAGE COMPRESSIVE SPECIMEN DATE AGE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD CROSS-SECTIONAL OR FLEXURAL STRENGTH FAILURE TYPE NUMBER TESTED TEST (DAYS) OR SIDE (inch x inch) SPAN (inch) (lb) AREA (inchz) (psi) A Feb 28 3 4.00 8.00 41226 12.57 3280 D B Mar 04 7 4.00 8.00 55220 12.57 4390 C :jB C Mar 25 28 4.00 BATCH TIME D Mar 25 28 4.00 1088 E Mar 25 28 4.00 MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 Psi @ 28 DAYS BATCH TIME 02:28 SUPPLIER Prestige TRUCK NO. 1088 TICKET NO. 100861 LOAD VOL. 10 yd 3 Nutting Engineers of Florida, Inc. Boynton Beach 561-736-4900 Pompano 954-941-8700 ,.w4ami-Dade 305-824-0060 xt St. Lucie 7721408-1050 Toll Free 877 -NUTTING Web: www.nuftingengineers.com 3 8.00 77230 12.57 6150 8.00 77560 12.57 6170 8.00 77840 12.57 6190 CONCRETE TEMPERATURE 73 'F MEASURED SLUMP 3.50 inch CAST BY MEASURED AIR MOULD TYPE CAST TIME 03:45 C C D D E A F WATER ADDED gal AUTH. BY LOCATION Column Footing @ North West Interior Pad COMMENTS Nuttin Engineers of Florida Inc. 9 _Page 1 of 1 Mar 27, 2009 I Richard G.lossi, P.E.#42 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request Nutting E Engineers or Ronda mc.1 EMNIShed ryer Your Project is Our Commitment ro F ���® PJL"TO R Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 3 NO. OF SPECIMENS 5 AGE AVERAGE SP CERTIFIED LABORATORY FOR TESTING CONCRETE PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. CIN Sebastian CONCRETE TEST REPORT DATE RECEIVED Feb 26, 2009 DATE CAST Feb 25, 2009 AVERAGE COMPRESSIVE SPECIMEN DATE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD CROSS-SECTIONALOR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN (inch) (lb) AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) D (inch) (psi) 28 A Feb 28 3 4.00 8.00 23445 12.57 1870 B A B Mar 04 7 4.00 8.00 32550 12.57 2590 B B E C Mar 25 28 4.00 8.00 54860 12.57 4370 B C D D Mar 25 28 4.00 8.00 54440 12.57 4330 E E E Mar 25 28 4.00 8.00 54100 12.57 4310 D LF MIX ID REGULAR TYPE OF MIX Regular CONCRETE TEMPERATURE 73 'F SPECIFIED STRENGTH 4000 Psi@ 28 DAYS MEASURED SLUMP 5.00 inch CAST BY b g BATCH TIME 02' 55 ' MEASUREDAIR % MOU LD TYPE SUPPLIER Prestige CAST TIME 04:10 TRUCK NO. 949 WATER ADDED gal AUTH. BY TICKET NO. 44863 LOAD VOL. 10 yd 3 LOCATION S O G @ vCenter of West End and 10` Nutting Engineers of Florida, Inc. South Boynton Beach 561-736-4900 Pompano 954-941-8700 COMMENTS Miami -Dade 305-824-0060 /",rt St. Lucie 772-408-1050 A Free 877 -NUTTING 3 Web: www.nuftingengineers.com Pa Nutting Engineers of Florida, Inc. PER. " 1 of 1 Mar 2 7, 2 0 0 9 Richard G, lossi, PE. #42803 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. NuttingCERTIFIED LABORATORY CONCRETE 10 Engineers Q SA FOR TESTING CONCRETE TEST REPORT orFlonaamc IPstBonsnen iso 0.0.4170 RIB YourProJect is Our Commitment 10 Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 4 NO. OF SPECIMENS 5 AGE AVERAGE PROJECT NO, PSL -1107 CLIENT Ahrens Companies C.C. CITY Sebastian DATE RECEIVED Feb 2 6, 2 0 0 9 DATE CAST Feb 2 5, 2 0 0 9 AVERAGE COMPRESSIVE SPECIMEN DATE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD CROSS-SECTIONAL OR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN (inch) (lb) AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) (inch. (psi) A Feb 28 3 4.00 8.00 24110 12.57 1920 C A B Mar 04 7 4.00 8.00 32990 12.57 2630 A B C Mar 25 28 4.00 D Mar 25 28 4.00 E Mar 25 28 4.00 MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4 000 psi @ 28 DAYS BATCH TIME 03:35 SUPPLIER Prestige TRUCK NO. 2002 TICKET NO. 4 4 8 6 6 LOAD VOL. 10 yd 3 Nutting Engineers of Florida, Inc. Boynton Beach 561-736-4900 P 954 941 8700 8.00 52890 12..57 4210 A C 8.00 52230 12.57 4160 B E 8.00 53360 12.57 4250 D F CONCRETE TEMPERATURE 71 'F MEASURED SLUMP 6. 00 inch CAST BY b g MEASURED AIR % MOULD TYPE CAST TIME 04:22 WATER ADDED gal AUTH. BY LOCATION S 0 G Between West Interior Column Pads & South Side ompano - - COMMENTS Miami -Dade 305-824-0060 /"q St. Lucie 772-408-1050 .,Free 877 -NUTTING 3 Web: www.nuttingengineers.com /1 : Nutting Engineers of Florida, Inc. PER. Page 1 of 1 Mar 27, 2009 Richard 0.lossi, P,E.#42603 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. NuttingCERTIFIED LABORATORY CONCRETE EEngineers Akl �@ FOR TESTING CONCRETE TEST REPORT 4 orFlonaaInc.IEstabnsneo I9w AASHTO RIB Your Protect it Our Commitment 10 Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 5 NO. OF SPECIMENS 5 AGE AVERAGE PROJECTNO. PSL -1107 CLIENT Ahrens Companies C.C. CITY Sebastian DATERECEIVED Feb 26,2009 DATE CAST Feb 25,2009 AVERAGE COMPRESSNE SPECIMEN DATE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD CROSS-SECTIONAL OR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN (inch) (lb) AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) (inch') (psi) A Feb 28 3 4.00 8.00 26331 12.57 2100 B FA B Mar 04 7 4.00 8.00 37100 12.57 2950 B B C Mar 25 28 4.00 8.00 59800 12.57 4760 D C D Mar 25 28 4.00 8.00 59470 12.57 4730 C D E E Mar 25 28 4.00 8.00 58880 12.57 4690 B MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 Psi @ 28 DAYS BATCH TIME 04: 3 6 SUPPLIER Prestige TRUCK NO. 1118 TICKET NO. 100871 LOAD VOL. 10 yd 3 CONCRETE TEMPERATURE 73 °F MEASURED SLUMP 6. 50 inch CAST BY MEASURED AIR % MOULD TYPE CAST TIME 05: 2 2 WATER ADDED gal AUTH. BY I• • F LOCATION S 0 G South of Floor Drain & West of Nutting Engineers of Florida, Inc. Center Boynton Beach 561-736-4900 Pompano 954-941-8700 COMMENTS Miami -Dade 305-824-0060 /&*'Cf St. Lucie 772-408-1050 .I Free 877 -NUTTING 3 Web: www.nuttingengineers.com Nutting Engineers of Florida, Inc. PER.2 j Page 1 of 1 Mar 27,2009 Richard G.lossi.RE. #42603 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. NumngCERTIFIED LABORATORY CONCRETE EngineersAIM FOR TESTING CONCRETE TEST REPORT or flonaa inc. I fstaunshea 19d TO RIB Your Profen is Our Commitment t� 10 Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 6 NO. OF SPECIMENS 5 PROJECTNO. PSL -1107 CLIENT Ahrens Companies C.C. CITY Sebastian DATE RECEIVED Feb 2 6, 2 0 0 9 DATE CAST Feb 2 5. 2 0 0 9 SPECIMEN DATE AGE AT AVERAGE DIAMETER (inch) AVERAGE MAXIMUM AVERAGE CROSS-SECTIONALOR COMPRESSIVE FLEXURAL FAILURE NUMBER TESTED TEST OR LENGTH OR LOAD AREA STRENGTH TYPE 3830 E (DAYS) SIDE (inch x inch) SPAN (inch) (lb) (inch2) (psi) 28 A Feb 28 3 4.00 8.00 31447 12.57 2500 C A TICKETNO. B Mar 04 7 4.00 8.00 48080 12.57 3830 E B C C Mar 25 28 4.00 8.00 69860 12.57 5560 E D D Mar 25 28 4.00 8.00 69520 12.57 5530 A E E Mar 25 28 4.00 8.00 69230 12.57 5510 D F MIX 1D REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 psi @ 28 DAYS BATCH TIME 05: 2 3 SUPPLIER Prestige TRUCK NO. 10 9 6 TICKETNO. 100883 LOAD VOL. 10 yd 3 Nutting Engineers of Florida, Inc. Boynton Beach 561-736-4900 Pompano 954-941-8700 Miami -Dade 305-824-0060 " St. Lucie 772-408-1050 Free 877 -NUTTING 3 Web: www.nuttingengineers.com Page 1 of 1 Mar 27,2009 CONCRETE TEMPERATURE 72 °F MEASURED SLUMP 5.00 inch CAST BY b q MEASURED AIR % MOULD TYPE CASTTIME 06:12 WATER ADDED gal AUTH. BY —71 LOCATION S O G @ North of Floor Drain @ East & Center COMMENTS 9 A e Nutting Engineers of Florida, Inc. PER. These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request Hutting ea Engineers or worida inc.I EMD11sned 1967 Your Project it Our Commttment 10 f AMW ANMV AASHTO RIB Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 7 NO. OF SPECIMENS 5 AGE AVERAGE �A CERTIFIED LABORATORY FOR TESTING CONCRETE PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. CIT' Sebastian CONCRETE TEST REPORT DATE RECEIVED Feb 2 6, 2 0 0 9 DATE CAST Feb 2 5, 2 0 0 9 AVERAGE COMPRE SI SPECIMEN DATE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD S VECROSS-SECTIONAL OR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN (inch) (lb) AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) (inch) (psi) A Feb 28 3 4.00 8.00 21449 12.57 1710 D A B Mar 04 7 4.00 8.00 36640 12.57 2920 D B C Mar 25 28 4.00 /do� D Mar 25 28 4.00 E Mar 25 28 4.00 MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 Psi @ 28 DAYS BATCH TIME 05: 56 SUPPLIER Prestige TRUCK NO. 1006 TICKET NO. 44868 LOAD VOL. 10 yd 3 8.00 58900 12.57 4690 D C 8.00 58460 12.57 4650 B D E 8.00 68200 12.57 5430 C F CONCRETE TEMPERATURE 74 'F MEASURED SLUMP 5.00 inch CAST BY b q MEASURED AIR % MOULD TYPE CAST TIME 0 6: 4 0 WATER ADDED gal AUTH. BY LOCATION S 0 G @ North Side of Floor Drain @ Nutting Engineers of Florida, Inc. West End Boynton Beach 561-736-4900 Pompano 954-941-8700 COMMENTS Miami -Dade 305-824-0060 art St. Lucie 772-408-1050 .II Free 877 -NUTTING 3 Web: www.nuftingengineers.com Nutting Engineers of Florida, Inc. PE Page 1 of 1 Mar 27,2009 Richard 0.losSi,RE. #42603 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. NuttingAILWCERTIFIED LABORATORY CONCRETE � Engineers FOR TESTING CONCRETE TEST REPORT Or Florin InC.I ESMIDIISheo 1967 AASHTO RIB Your Project is Our Commitment TO Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 8 NO. OF SPECIMENS 5 AGE AVERAGE PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. CITY Sebastian DATERECEIVED Feb 26, 2009 DATECAST Feb 25, 2009 AVERAGE COMPRESSIVE SPECIMEN DATE AT DIAMETER (inch) AVERAGE LENGTH OR MAXIMUM LOAD CROSS-SECTIONAL OR FLEXURAL FAILURE NUMBER TESTED TEST OR SPAN (inch) (ib) AREA STRENGTH TYPE (DAYS) SIDE (inch x inch) (inch (psi) A Feb 28 3 4.00 8.00 31598 12.57 2510 B A B Mar 04 7 4.00 8.00 51270 12.57 4080 A B C Mar 25 28 4.00 8.00 D Mar 25 28 4.00 8.00 E Mar 25 28 4.00 8.00 MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 Psi @ 28 DAYS BATCH TIME 06: 3 0 SUPPLIER Prestige TRUCK NO. 1118 TICKET NO. 100887 LOAD VOL. 10 yd 3 73240 12.57 5830 D C 73560 12.57 5850 C E 73900 12.57 5880 D F CONCRETE TEMPERATURE 75 of MEASURED SLUMP 5.00 inch CAST BY b g MEASURED AIR % MOULD TYPE CAST TIME 07:10 WATER ADDED gal AUTH. BY LOCATION S 0 G @ East End, North Side of Floor Nutting Engineers of Florida, Inc. Drain Boynton Beach 561-736-4900 Pompano 954-941-8700 COMMENTS Miami -Dade 305-824-0060 iO�Nrt St. Lucie 772-408-1050 .,)Il Free 877 -NUTTING 3 Web: www.nuttingengineers.com Nutting Engineers of Florida, Inc. PER. Page 1 of 1 Mar 2 7, 2 0 0 9 Richard G. loss'► P.E. #42603 These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. NuttingS� CERTIFIED LABORATORY CONCRETE FEEngineers Q c FOR TESTING CONCRETE TEST REPORT Or rlonaa cnc.I Bmbtisnea 19W eaatro tna Your ProjectisOur Commitment TO Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East SCOPE Hanger "A" SET NO. 9 NO. OF SPECIMENS 5 PROJECTNO. PSL -1107 CLIENT Ahrens Companies C.C. CITY Sebastian DATE RECEIVED F'Ph ? r, _ ? n n g DATE CAST Fch 9c; ') n n a SPECIMEN DATE AGE AT AVERAGE DIAMETER (inch) E AVERAGE E MAXIMUM AVERAGE CROSS-SECTIONAL COMPRESSIVE OR FLEXURAL FAILURE NUMBER TESTED TEST OR LENGTH SPAN (inch) LOAD Ib () AREA STRENGTH TYPE 3870 B (DAYS) SIDE (inch x inch) �C Mar 25 (inchz) (psi) 8.00 A Feb 28 3 4.00 8.00 31225 12.57 2480 D A 877 -NUTTING B Mar 04 7 4.00 8.00 48630 12.57 3870 B B �C Mar 25 28 4.00 8.00 70180 12.57 5580 D C D Mar 25 28 4.00 8.00 69230 12.57 5510 C D E E Mar 25 28 4.00 8.00 69760 12.57 5550 D F MIX ID REGULAR TYPE OF MIX Regular SPECIFIED STRENGTH 4000 Psi @ 28 DAYS BATCH TIME 0 6: 4 5 SUPPLIER Prestige TRUCK NO. 1088 TICKET NO. 10088 9 LOAD VOL. 10 yd 3 Nutting Engineers of Florida, Inc. Boynton Beach 561-736-4900 Pompano 954-941-8700 *ami -Dade 305-824-0060 St. Lucie 772-408-1050 i. a Free 877 -NUTTING 3 Web: www.nuftingengineers.com Page 1 of 1 Mar 27,2009 CONCRETE TEMPERATURE 76 MEASURED SLUMP 5.00 inch MEASURED AIR CAST TIME 07: 4 0 °F CAST BY b g MOULD TYPE WATER ADDED gal AUTH. BY I LOCATION S 0 G @ South East Corner COMMENTS Nutting Engineers of Florida, Inc. a� ��5,7* i nese test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request. Geotechnical & Construction Materials Engineering, Testing & Inspection Environmental Services Offices throughout the state of Florida www.nuttingengineers.com info@nuttingengineers.com Limerock Analysis Report Client Name: Ahrens Companies Project Name: Sebastian Municipal Airport Hanger "A" Site Address: 202 Airport Drive East, Sebastian, FL Lab Technician C. Costantino Visual Description of Material: Brown Fine Sand w/ Little Stone Can # Wet Weight + Can Dry Weight + Can Tare Can Wet Weight Soil Dry Weight Soil Weight of Moisture Moisture Content Mold # Wet Weight + Mold i"'� Weight Mold Wet Weight Wet Unit Wet Dry Unit Weight LBR Value 115.0 114.5 114.0 Order Number: 253.1 Report Number: 1 Sampled By M. Langevin Date Sampled 3/18/2009 D.O.T. Sample # Condition of Sample Soaked Maximum Dry Density: 114.4 506.3 502.8 503.1 500.8 489.9 483 481.2 477.3 292.7 292.7 292.7 292.7 213.6 210.1 210.4 208.1 197.2 190.3 188.5 184.6 16.4 19.8 21.9 23.5 8.3% 10.4% 11.6% Order Number: 253.1 Report Number: 1 Sampled By M. Langevin Date Sampled 3/18/2009 D.O.T. Sample # Condition of Sample Soaked Maximum Dry Density: 114.4 11326.1 11395.6 11435.2 11468.9 7188.2 7098.5 7115.6 7154.2 4137.9 4297.1 4319.6 4314.7 121.60 126.28 126.94 126.80 112.3 114.4 113.7 112.5 29 42 25 12 Order Number: 253.1 Report Number: 1 Sampled By M. Langevin Date Sampled 3/18/2009 D.O.T. Sample # Condition of Sample Soaked Maximum Dry Density: 114.4 Optimum Moisture: 10.5% LBR Value 42 + #14 Material22% - #4 Material 78% Calcium & MagnesiumNIA Carbonates Liquid LimitsNP Palstic Limits NP 100 112.5 112.0 3.0% 8.0% 13.0% Moisture Content 18.0% 10 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0% ., Moisture Content By: �12-�l P.E. Ric and G. lossi, P.E. #42603 1310 Neptune Drive, Boynton Beach, FL 33426 - (561)736-4900/(954)941-8700 Fax: (561)737-9975/ (954)938-8900 ^ . _ ..,,...:_.....: Dai -7q _ tqn;;l F;F;7-'inRq Fax: (305) 824-8827 Nutting Engineers dFlarde,hn. I Eohihrafrd IB6! Your Project is Our Commitment aQ A ' A{LSIiTO Rta TO Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport Hanger "A" REPORT NO. 2 NO. OF DENSITIES 3 FIELD DENSITY REPORT PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. LOCATION 202 Airport Drive East Sebastian TESTED BY M • Langevin DATE TESTED Mar 18 , 2 00 9 CONTRACTOR Additional Parking @ Police AREA CONSTRUCTION TYPE Evidence Compound Laboratory DENSITY LOCATION Soil Identifier NUMBER FIELD METHOD Nuclear ASTM D6938 LABORATORY METHOD FM5 - 515 COMMENTS See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY Brown Sand 1 1 North area Little Rock Frags LAB % FIELD LAB Brown Sand .2 Center area Little Rock Frags 100 5.3 10.5 Brown Sand 13 South area Little Rock Frags FIELD METHOD Nuclear ASTM D6938 LABORATORY METHOD FM5 - 515 COMMENTS See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY COMPACTION FIELD LAB % FIELD LAB 4.8 10.5 114.8 114.5 100 5.3 10.5 114.3 114.5 100 5.51 10.5 1 114.01 114.5' 100 SPECIFIED COMPACTION 98 LOW DENSITIES INDICATED Page 1 Of 1 Mar 24, 2009 Nutting Engineers of Florida, Inc. PER. These test results only represent compaction measured at the location Richard G. losSi, P.E. #42@03 reported to a maximum depth of 12 inches below the surface tested. This report does not reflect bearing capacity or deeper soil conditions. 13-1 , uo.,.t, (FRl) 736.4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408.1050 Nutting Engineers of Ftonda me I Established 1967 YourPrgfert is our Commitment Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn MOISTURE - DENSITY RELATIONSHIP REPORT PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. PROJECT Sebastian Municipal Airport 202 Airport Drive East Hanger "A" Sebastian CONTRACTOR PROCTOR NO. 4 DATETESTED Mar 18, 2009 DATERECEIVED Mar 18, 2009 DATESAMPLED Mar 18, 2009 INSITU MOISTURE N/A % SAMPLED BY M. Langevin TESTED BY C. Costantion SUPPLIER On—site Material SOURCE Roadway MATERIAL IDENTIFICATION MAJOR COMPONENT Limestone Crush MINOR COMPONENT ROCK TYPE 130.0 127.5 M 125.0 w 122.5 G 0 120.0 117.5 COMMENTS 3 COMPACTION STANDARD AASHTO T-180 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 m 4 5 6 7 8 9 10 MOISTURE CONTENT (%) TRIAL NUMBER WET DENSITY (lb/t3) DRY DENSITY (IbW) MOISTURE CONTENT (%) 1 129.3 122.5 5.5 2 134.0 125.4 6.8 3 136.7 126.5 8.0 4 136.0 123.4 10.2 PER. Page 1 of 1 Mar 31,2009 Nutting Engineers of Florida, Inc. G. lossi, P.E. #42603 Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request. Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (Ibtft3) (%) CALCULATED 126.5 8.0 PER. Page 1 of 1 Mar 31,2009 Nutting Engineers of Florida, Inc. G. lossi, P.E. #42603 Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request. Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach O Nutting E Engineers of Flonda Inc. 1 Btab;[Sned 1907 YourProfect Isom Commitment Ahrens Companies 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport Hanger "A" CONTRACTOR MOISTURE - DENSITY RELATIONSHIP REPORT PROJECT NO. PSL -1107 CLIENT Ahrens Companies C.C. 202 Airport Drive East Sebastian PROCTOR NO. 5 DATE TESTED Mar 2 5, 2 0 0 9 DATE RECEIVED Mar 2 5, 20 0 9 DATE SAMPLED Mar 2 4, 2 0 0 9 INSITU MOISTURE N/A % SAMPLED BY R. Morris TESTED BY C. Costantino SUPPLIER On-site Material SOURCE Roadway MATERIAL IDENTIFICATION MAJOR COMPONENT Dk Brown Sand MINOR COMPONENT ROCK TYPE 115.0 112.5 M 110.0 107.5 Z 105.0 p 102.5 100.0 COMMENTS Page 1 of 1 91 COMPACTION STANDARD AASHTO T-180 COMPACTION PROCEDURE C: 6" Mold, Passing 3/4" RAMMER TYPE Automatic TOTAL NUMBER OF TRIALS 4 TRIAL NUMBER WET DENSITY (Ib/ft3) DRY DENSITY (Ib/ft3) MOISTURE CONTENT (%) 1 110.2 105.4 4.5 2 114.4 107.4 6.5 3 117.7 108.5 8.5 4 117.1 106.4 10.0 MAXIMUM OPTIMUM DRY MOISTURE DENSITY CONTENT (lb/ft3) (%} 4 5 6 7 8 9 10 CALCULATED 108.5 8.0 MOISTURE CONTENT (%) Mar 31,2009 PER._�Vb_ 14 � l 0 ineers of Florida, Inc. Richard G. lossi, P.E. #42603 Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test results is provided only on written request. Nutting® FIELD DENSITY ISE Engineers 1V REPORT dRarfde,lrr IEsLstdsl�ad 18G7 AASKTO Ria Your Project is Our Commitment PROJECTNO. PSL -1107 TO CLIENT Ahrens Companies Ahrens Companies C.C. 1461 Kenetic Road Lake Park, FL 33403-1911 ATTN: Michele Ball -Vaughn PROJECT Sebastian Municipal Airport LOCATION 202 Airport Drive East Hanger "A" Sebastian REPORT NO. 3 NO. OF DENSITIES 2 TESTED BY R. Morris DATE TESTED Mar 25,2009 CONTRACTOR See Supporting Lab Testing AREA Parking Lot Subgrade Reports for Detailed Material CONSTRUCTION TYPE East of Building Descriptions MOISTURE DRY DENSITY DENSITY NUMBER LOCATION Laboratory Soil Identifier COMPACTION % FIELD LAB FIELD LAB 14 North end Dk Brown Sand 9.2 8.0 106.6 108.5 98 South end Dk Brown Sand 7.0 8.0 107.5 108.5 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD AASHTO T-180 LOW DENSITIES INDICATED COMMENTS age 1 of 1 Mar 31,2009 Nutting Engineers of Florida, Inc. PER. These test results only represent compaction measured at the location Richard G. IOSSI, P.E. #42603 reported to a maximum depth of 12 inches below the surface tested. This report does not reflect bearing capacity or deeper soil conditions. Palm Beach (561) 736.4900 * Broward (954) 941-8700 * Miami Dade (305) 824.0060 * Port St. Lucie (772) 408-1050 LETTER OF WARRANTY Parmenter Excavating LLC agrees to Warranty for a period of ONE (1) year all materials and workmanship specifically related to our portion of the Contract work for the project as stated below: SEBASTIAN AIRPORT —HANGAR "A" This warranty will only cover those items installed by our company and it in no way warranties any other works or scope of work installed or performed by others. This warranty becomes effective starting the date of the Certificate of Occupancy was issued, and will expire ONE (1) year beyond that date. (Signature) GCG� / / (Printed Name & Title) (Date) 0 PARMENTER EXCAVATING, LLC 2090 NORTHVIEW STREET NE • PALM BAY, FLORIDA 32905 TELEPHONE: (321) 724-8760 • (321) 728-3033 • FAX (321) 676-7704 LETTER OF WARRANTY May 18, 2009 Indian River County Permit # 08-001822 As of this date Parmenter Excavating LLC agrees to Warranty for a period of one (1) year on all materials and workmanship associated with the water line extension to the meter, including all pipe, valves and fittings for the project as stated below: SEBASTIAN AIRPORT HANGER "A" 202 Airport Drive East Sebastian, Florida 32958 This warranty will only cover those items installed by our company and it in no way warranties any other works or scope of work installed or performed by others. (Printed Name & itle) (Date) O '� �u O N N � y Cj cn 00 r, (D \ � O mm re) O \ LO d CD CL o o oN g LLJ (n © LO ui Q w �� u Qo 00 LU f Z ap - cr- V7 i O '� �u O N N � O OO 00 (D \ � O mm re) O \ LO d CD CL o o oN g LLJ (n © LO ui Q w �� u Qo 00 Z ap < V7 i mLl W 04 I LU C) O M 00LLJ L Q ZO 2 ~ U� z/ z LLJ w(D J W 0 J '� �u aI N N � b� GAJ � mm d o CL o o oN g N N � O o CL o o oN g C Q T ~" I ap d J LL m� .6 �Zr z O �-�� .Q N 0 _W > LL r O I "m¢ z a M as a� QM J O W N ` 500 Lijp �` N 20. LL, N �� d�d .a Q 6 3 N LL cc $wO a� W N J F- mai ~ Z F mai °JVv Lij w o 9E e> b �Wmo�i 4 aIM �S� a Q E O 3; � � I � 341 5 -APPROVED ® APPROVED AS CORRECTED v ® ROT APPROVED ® REVISE AND RESUBMIT � � ng is Only fCr o�snr►ane0 vfth the C � SUBMITTALS FOR • tO be Comer meda�e;ef 'b�f'x�$ iftlrm �n Utat t i ed a t. a jcb atter for of t0 t8i#Hi� to tw i'trriCeRor1 PrxesSeB sora of efl tretdas eNtstr; ren; "u for 000n;: vkm 41 ft, Irum qpm.' 't ci items doer nit relieve tfte wiU? an requirornents of the THE LPA GROUP RPORATED Location: B .pf ;7CO Sebastian Job Name: Contractor: Sebastian Air Port W. P armenter Excavating, Inc. DATE: 02-13-09 AHRENS COMPANIES 1461 KINETIC ROAD LAKE PARK:, FLORIDA 33403-1911 APPROVED =.:7-a'OTFD zl vs�o� co,;.pd'3nce ari,n ec-a a iocu- L�n'-:eni� codes, verification of viork and -- ades. ano c a ation or techniques of construction and ect = Phi /'"'N Short Form Specification Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) Plastic Gravity Sewer Pipe with integral wall bell and spigot joints for the conveyance of domestic sewage. Materials Pipe and fittings shall meet the requirements of ASTM Specification D3034 for 4"-15" SDR 35 and F679 for 18"-27". The pipe shall be colored green for in -ground identification as sewer pipe. Pipe Pipe shall be suitable for use as a gravity sewer conduit. Provisions must be made for contraction and expansion at each joint with a rubber ring. The bell shall consist of an integral wall section with a solid cross-section rubber ring, factory assembled, securely locked in place to prevent displacement during assembly. Sizes and dimensions shall be as shown in this specification. Standard laying lengths shall be 20 ft. and 13 ft. t 1 inch. At manufacturer's option, random lengths of not more than 15% of total footage of each size may be shipped in lieu of standard lengths. 10 Drop Impact Test Pipe (6" long section) shall be subjected to impact from a free failing tup (20 -Ib. Tup A.) in accordance with ASTM Method of Test D2444. No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: Nominal Size Inches Ft. -Lbs. 4 150 6 210 8 210 10 220 12 220 15 220 18 220 21 220 24 220 27 220 Fittings All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. Temperature for Testing Pipe shall be designed to pass all tests at 73°F (=3°F). Joint Tightness Two sections of pipe shall be assembled in accordance with the manufacturer's recommendation, Joint shall be tested in accordance with ASTM D3212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals." Flattening There shall be no evidence of splitting, cracking, or - breaking when the pipe is tested as follows: Pipe Stiffness Minimum "pipe Stiffness" (FILA y) at 5% deflection shall be 46 psi for all sizes when tested in accordance with ASTM Method of Test D2412, "External Loading Properties of Plastic Pipe by Parallel -Plate Loading." Flatten specimen of pipe, six inches long between parallel plates in a suitable press until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within two to five minutes. Gaskets Material used tot elastomeric seal in push - on joints shall meet the requirements of Specifica- tion F 477. Installation Product should be installed in accordance with J -M Publication TR -61413, "Green-Tite" PVC Gravity Sewer Pipe Installation Guide." 0 Sizes, Dimensions and Weights Bell and Spigot Assembly (Inches) Assembly I T TTf2 �N O.D. Pipe Pipe Details Min. Wall Approx. Bell Details Inches Ave. O.D. Thickness "T" C Approx. Sim Average Min. Wall 0.711 15.75 24.99 24.99 28.80 11.25 38.96 Approx. 27.95,3 Weight Inches O.D. Thickness "T" C D5 D8 D8 N (Min.) Lbs./ft. 4 4.215 0.120 2.80 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 3.50 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 4.10 8.460 8.440 10.10 4.10 4.24 10 10.500 0.300 4.70 10.570 10.548 12.40 4.70 6.64 12 12.500 0.360 5.15 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 5.95 15.380 15.362 18.00 5.95 14.14 18 18.701 0.536 5.90 18.764 18.764 21.98 5.90 21.43 21 22.047 0.632 6.40 22.110 22.110 25.63 6.40 29.88 Pipe Size Min. Wall Approx. Approx. Wt. Inches Ave. O.D. Thickness "T" C DS D8 D9 N (Min.) Lbs./Ft. 24" 24.803 0.711 15.75 24.99 24.99 28.80 11.25 38.96 27" 27.95,3 0.801 18.30 28.17 28.17 32.50 12.75 49.47 11 '0�6�hnolo,�Y .� � , Plastic Trends supplies the only fittings with Triple Certification listing SDR 35 PVC STI'm Gasketed Sewer Fittings Injection Molded in Sizes 4" - 12" (Fabricated sizes 15'- 36" are available) Features • 4" - 6" reducing branches on 8", 10" and 12" fittings have a minimum NSF SR• wall thickness of SDR 18. ® •Extended Pre- Alignment Entrance. • PVC One -Piece Injection Molded. •-,High Petrformance Gasket. • Generously Blended. Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. TT • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STITM Gasketed Sewer fittings are'intended for non -pressure drainage of sewage and surface water. The,Next Generation STITM fittings are the next generatjpn of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today's Science, Technology and !novation. Triple Certification Listing STITM fittings are the only fittings in the` 4 clustry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA 8182.2, where applicable. New Features A one-piece integral bell and an extended pre -alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push -through while extra heavy support is provided under the Our branch intersections are reinforced against pipe stop at branch intersections for added strength. stress and breakage to a degree never before available in a PVC sewer fitting. This means Setting The Standard the weakest point of competitors' fittings is just,;;,,; As the only manufacturer to offer a complete new line of innovative gasketed tooling, another strong point in Plastic Trends' fittings. , 4 'Plastic Trends sets the standard for PVC fittings produced in the industry. STIT"' / r":'{ gasketed sewer fittings represent the latest evolution in PTTs continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STITM. ` See available configurations on the opposite side of this sheet. Form 00280 Rev. 2/06 rj it SDR 35 PVC STIT''" Gasketed Sewer Fittings Injection Molded in Sizes 4" - 12" Fabricated in Sizes 15" - 36" Short Form Specifications 4" through 12" injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8", 10", and 12" tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. NSF NED a SP. Triple Certified Listing r.qj PLk�STICTRENDS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700. 800.232.5690 Fax: 586.781.0888 www.plosfictrends.com Royal Group Te hnologlcs Configurations Available TEE TEE TEE W/DWV BRANCH SANITARY TEE GxGxG GxSxG GxGxDWVH GxGxG ?I dI SANITARYTEE WYE WYE WYE W/DWV BRANCH GxSxG GxGxG GxSxG GxGxDWVH COMBO WYE & 1/8 BEND DOUBLE WYE DOUBLE WYE 2 -WAY CLEANOUT GxGxG G%GxGYG GxSxGxG GxGxG 2 -WAY CLEANOUT (DWVI CAP SPIGOT PLUG TEMPORARY PLUG GxGxDWVG G S S F REPAIR COUPLING STOP COUPLING CONCENTRIC INC. COUPLING ECCENTRIC INC. COUPLING GxG GxG GxG GxG I oil & a CONCENTRIC INC. BUSHING ECCENTRIC INC- BUSHING ADAPTER DWV ADAPTER SLEEVE SxG SxG SWR S x DWVG DWV S x SWR G SW ADAPTER DWV ADAPTER DWV ADAPTER ADAPTER 1/4 BEND SWR SxDWV G SWRSxDWVH SWRHxDWVG SWRSxSWRH GxG M �p„ � +{ate. 4 ^.- -1 41`� �� i {}_ 1 1/4 BEND 1/4 BEND LONG 1/4 BEND LONG 1/8 BEND 1/8 BEND GxS GxG GxS GxG GxS 1/16 BEND 1/16 BEND IN -UNE BACKWATER VALVE TERMINAL BACKWATER VALVE GxG GxS GxG GxG For additional configurations, list prices and dimensional drawings visit www.plastictrends.com � Cox - =s 1. RISER ADAPTER DWVADAPTER ADAPTER ADAPTER SxS SWR GXDVJVG SWRSxSWRG SWRHxSWRG SW ADAPTER DWV ADAPTER DWV ADAPTER ADAPTER 1/4 BEND SWR SxDWV G SWRSxDWVH SWRHxDWVG SWRSxSWRH GxG M �p„ � +{ate. 4 ^.- -1 41`� �� i {}_ 1 1/4 BEND 1/4 BEND LONG 1/4 BEND LONG 1/8 BEND 1/8 BEND GxS GxG GxS GxG GxS 1/16 BEND 1/16 BEND IN -UNE BACKWATER VALVE TERMINAL BACKWATER VALVE GxG GxS GxG GxG For additional configurations, list prices and dimensional drawings visit www.plastictrends.com WZLSO4/S06 xej WS-SOV/906 :au04d • Z'lln4.1 ojiquo 'e6nesslss!W • anu0 en4seN MC • (1311WI-I SMusn4W NHnZ :epeue3 u1 woa•wnrmmm :qoM opM pNoM • 6MLIPSO/M :xe.4 • LZ60'994/41,8 :au04d e • -V Lj5jnqsN1d• • 1S-9866Z'ONionaO21d L6L99 'ON DMO I a313133dS3SIM2i3HIOSS3]Nna3HSINunziAi tflnE)3a. 09466 'ON'N'3 £0/L19:31VO 3'A3111I -piepuels S13[9L] £ of paonpai suolJoauuoo [001] aneq Il!M 008# PUe 001# azls paepuels se 1151 Z o1 Paonpaa suogoauuoo [9L1 C aneq JIM OOb# PUB 00U azlS •s6ul48s lou)uoo mog pue sezls 6ugelado piepuels aleolpw umogs sezls lagno pue lalul44 •lalul eql 6woel uagm apls pueq 1g6u uo Nuel 96ejolS His- •aelloo dwelo gllm aplm [Lg] z pue dol wojl umop [bb] b1,£ L 96ueg jogouy ON- (•parnnbai 1g6laq -wlp O, fyloadS) *palJloads sl uolldo (N-) 96ueg jogoue uagm paimbei sl 146laLl uolsuelxo wnwlulw 19L1 g y •aplm [Lg] Z pue dol woj; umop [yb] ylg L 96ueg jogouy Nr •peol anll ales wnwlxew •sql 000'OL 1e pa1eJ aanoo og;ejl A)np i(neaH alb uollellelsul posseow lol (pannbei -wla ,O, R}loadS) •uolloas laals paleouge) aoua)xa pue Joua)ul paleoO luelslsa�{ ploy 3- mw:ins .I991S paleougezi paleoO luelslsoU Plot/ z S3XIj311d (suolldo oleudadde f4podsjla9trC)) SN011d0 •pa6usgo aq )ouueo jo)daaialul to wolloq woi} 1911no ]o uo11e3ol :91ON voglsod g6lq ui lapno pue lalui gllm pagslum) Apeln6au •glue) a6e.Iols lebalul pueq 11a1 pue 6ulgg loiluoo mog g)lm a)aldwoo 'aanoo pl>{s-uou pala>{se6 pamoas 1suogoauu03 Juan 'llameIp Ilo '19�ong )ualulpas pus 9[4eq 6ulsnglp mogl6ulzllenba ainssaid uo1leulgwoo algenowai 'leas dej) llem alqnop alglsln pue 6nld )nouealo ezuojq quM 'joldaoialu! 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[9L1 OZ [9L1 £ 005 1L9Z1 91 L O L [£4] 96 [4E] 6 IL9I 9 L 11,91 Z 004 [L9Zl O/1, OL [£41 96 19Z1 L feel OL 11.9] Z d PI'sgl •1M •xaddy 1-1heO Wd.O ..OZIS Aloede3 jeleM 9ae8 mold laRnO/1alul j H a011oN LnogBM a6ue40 pue saouejalo_L 6uunloe/nuelN of loafgnS an ([ ww ] pue so40ul) McCl IeuolsuawlCl Jbl )INVJL 39V1101S 1"931N1 /M ® \�.W,r 2101dMU31N1 110 ivainz 133HS NOIl`d�Id1�3dS 1S-99 � �z nowl- I� /A� Amm ScotchMark Electronic Marker System 4" Ball Marker for gas, water and wastewater applications Find your underground facilities the first time The 4" Ball Marker makes the job of precisely locating underground facilities easier and faster. Less time and skill tae required from the field crew, since placement is as simple as tossing the ball into the trench. The unique self -leveling feature of the 4" Ball Marker eliminates inuxurate locates. Other butied markers can be disturbed by backfill dirt. or installed improperly, so that they don't stay positioned correctly. Tbis can cause; locatin.- problems due to erroneous readings. The 4" ball l marker's self -leveling design inures that the marker is always in an accurate, horimnud position. regardless of bow it is placed in the ground. The 4" ball marker is buried directly over key underground locations. When the job ruluires access to the ScotchMark- Electronic Marker System facility again, it can be located using an PMS II Marker Locator. The locator consists of a compact electronics package and a lightweight hand-held probe. The locator transmits a signal to the buried marker. The marker reflects the signal back to die locator. and its exact location is indicated with both a visual meter reading and an audible tone. The marker has a range of up to five feet ( 1.5 m) from marker to locator. The 4" ball marker's width allows the marker to be placed in a standard 4" trench without additional digging. Unlike stakes, flags or paint, a 4" ball marker cannot be inadvertently rcrnoved, or worn away by weather. Built for durability The ScotchMark- 4" Ball Marker contains a passive -tuned antenna- molded inside a plastic disk. which is free-floating inside a water-resistant polyethylene shell. The shell is impervious to minerals. chemicals and temperature extreux s normally found in underground plant environments. Easy to use, and accurate in congested areas TbL ScotchMark system is accurate even in congested areas. The locator is not affected by metal conduit or pipe, meudlic conductors, fences, or AC power. There is no danger of finding another utility's markers, bemuse each ScotchMark marker is tuned to a specific frequency for your utility, and the locator is prt--;ct only to that frequency. Use of the locator and markers requires only a few minutes of training. Features Benefits —.__._................ ___...._....... __._.._.._.___...._._._....----.._._____.______.._.___.._................. ..__...__._.._. Accurate even In congested areas Helps eliminate mislocates SeH•leveling Can toss itiarkor in trench and be assured of an accurate locate Underground marker Able to identity underground facilities for years to come, regardless of topographic changes ---—.--...... - ---- --- --- ---- Durable Long-lasting passive antenna encased in waterproof shell helps identity underground facilities for years to come Frequency- and color -coded Helps identity specific utility A U.S. Pipe qualities for Fedolal Procurement under Public La -.v No, 94.560, Section 6002, known as the Resource Recovory Act of 1976, since, due to modern technology, recycled iron and steel scrap L, usod to a targe degree in our Duclila Iron Pipe production. Note: It specifiers and usere believe that corrosive boils will be encountered where our products are to be installed, please refer to ANSI/AWWA C1051A21.5-Polyethylene Encasement for Ductile iron Piping lar Water and Other Liquids", for proper external Protection procedures 10� 'l'Y MNa,'n-MN JOIN'ro, TR F1.F,X0, AND FIELD IAKt' are registered trademarks of US. Pipe and Foundry Company. i mi TYTON JOINT' Pipe TYTON JOINT" is U.S. Pipe's trademark for pipe with a push -on type connection. Simplicity, sturdiness and water -tightness of the sys- tem were brought about, not by chance but by design. Taking advan- tage of a background of more than 90 years experience with pipe and pipe connecting systems, U.S. Pipe made a thorough study of existing joining systems and requirements of pipe users. The results of this study showed the need for a simple, economical and reliable method of assembling pipe. With the objective of developing such a system, a number of new designs were devised. Several of the most promising were tested and the assembly which possessed the most outstandingly desirable characteristics became TYTON JOINT pipe. After selection of the system, TYTON JOINT pipe were subjected to further rigid tests designed to simulate extreme installation and ser- vice conditions which might be encountered in the field. It was only after these tests proved completely satisfactory and were confirmed by field installations that the decision was made to market TYTON JOINT pipe in 1965. Convincing proof of its wide acceptance is shown by the fact that more than 95% of the pipe now sold by this company is TYTON JOINT pipe. The TYTON' gasket—a circular rubber gasket which has a modified bulb shape in cross section—is the only accessory. Composition and dimensions of the gasket have been carefully engineered to ensure a water -tight and lasting seal. Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe. The plain end of the pipe is furnished beveled to ease assembly. Because TYTON JOINT pipe assembles so easily, those not experi- enced with it may get the impression that the system is not water -tight. But years of successful experience prove it to be water -tight regardless of ease of assembly. Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. Ductile Iron TYTON JOINT pipe are centrifugally cast in metal molds in accordance with ANSI/AWWA C151/A21-51- TYTON" gaskets are furnished in accordance with ANSI/AWWA C III/A2111 Standard. Asphaltic outside coating and inside lining and coating are in accor- dance with ANSI/AWWA C151/A2110 'Ductile -Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids" for pipe and ANSI/AWWA C 110/A2110 "Ductile Iron and Gray -Iron Ir fittings, 3 In, Through 481n., For Water and Other Liquids' Cement lining, in accordance with ANSI/AWWA C104/A2L4 "Cement -Mortar Lining for Ductile -Iron and Gray -Iron Pipe and pittings for Water" or special linings and/or coatings can be furnished for specific conditions. Sizes 4" through through 36" are furnished in nominal 18 -foot laying lengths. 42" is furnished in nominal 18 -foot and 20 -foot laying lengths. 48" through 64" are furnished in 20 -foot laying lengths. As specified in ANSI/AWWA 0151/A27.51, pipe weights have been calculated using standard barrel weights and weights of bells being produced. When joint restraint is required for push -on joint pipe, two options are available from U.S. Pipe. For restraint of 4" through 12" sizes with maximum working pressures of 250 psi the FIELD LOK' Gasket may be used. In addition, for joint restraint of 4" through 64" sizes, TR FLEX' Pipe and Fittings may be used. TR FLEX' Pipe and Fittings are rated.for working pressures of 350 psi in 4" through 24" sizes and for 250 psi in larger sizes. For higher pressure applications see your U.S. Pipe representative. Product brochures on both FIELD LOK' Gaskets and TR FLEX' Pipe and Fittings are available from your U.S. Pipe representative. '1T 1 /olk� 60 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT' Pipe Thicknesses, dimensions and weights of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. 18 -Foot Laying Length Size Pressure Outside Weight Per Avg. Weight Inches Class Thickness Diameter* Lengtht Per Foottj' Inches Pounds 4 350 i 0.225 4.80 205 11.4 6 350 0.25 6.90 300 16.6 8 350 0.25 9.05 ( 395 22.0 10 350 j 0.26 I 11.10 510 28.4 12 350 ! 0.28 13.20 655 36.4 14 250 0.28 15.30 770 42.9 300 0.30 15.30 825 45.8 350 0.31 15.30 850 47.2 16 250 0.30 17.40 940 52.3 300 0.32 17.40 1000 55.5 350 0.34 17.40 1060 583 18 '250I 0.31 19.50 1090 60.5 300 0.34 19.50 1185 65.9 350 0.36 19.50 1250 69.5 20 250 0.33 21.60 1290 71.6 300 0.36 21.60 1395 77.6 350 US 21.60 1470 81.6 24 200 033 25.80 1550 86.1 250 0.37 25.80 1725 95.8 300 0.40 25.80 1855 103.0 350 0.43 25.80 1985 ; 110.2 30 1.500.34 3'1.U0 2000 111.2 200 0.38 32.00 2220 123.2 250 0.42 3100 2435 135.2 300 0.45 32.00 2595 144.2 350 i 0A9 32.00 2810 156.1 _ 36 150 0.38 38.30 2675 148.7 200 0.42 38.30 2935 163.1 250 0.47 38.30 3260 181.1 300 0.51 38.30 3520 195.5 350 0.56 i i 38.30 3&10 213.4 fulernnCe of O.U. of spigot end: 4.12 im. i0A in.. 14=3•1 in_ 10.05 ill., 1).08 in..:.'" in.. •0.08 in., -0.06 in.. >: Frt ii 1.. -0,4I in.. -4),10 iii. +lnduding bel); calculatcxl w6ght of pipe mun&(i uff u) nr.irtst .5 lbs. rl Including tx4l; avera ge weight, 1xr foot, based on adculatesl weight of pipe tx:fore rrnmding. '1'1' 7 I.A., Poll k-- i -A 65 X Accessories Blue Brute is backed up by all the items it takes for smooth installation of water pipe. Direct taps can be made with proper tapping tools. (See detailed instructions on tapping in the "Blue Brute Installation Guide", TR -7046.) Cast iron O.D. Available in 4", 6", 8", 10" and 12" sizes this pipe can be connected directly into cast and ductile iron fittings without adaptors or complicated procedures. BLUE = POTABLE GREEN= FORCE MAIN Short form specification Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot joints for the conveyance of water and other fluids. Materials Pipe shall meet the requirements of AWWA C900, "Polyvinyl Chloride (PVC) Water Distribution". All Class 100 pipe shall meet the requirements of DR 25, Class 150 pipe shall meet the requirements of DR 18 and Class 200 the requirements of DR 14. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a factory installed, solid cross section elastomeric ring which meets the requirements of ASTM F•477. The bell section shall be designed to be at least as hydrostatically strong as the pipe wall and meet the requirements of AWWA C900. Sizes and dimensions shall be as shown in this specification. Joint design meets qualification requirements of ASTM F3139. Hydro Testing Each pipe shall be tested to four limes the pressure class of the pipe for a minimum of 5 secondu. The integral bull shall be tested with the pipe. Standard Laying Lengths Standard laying lengths shall be 20 feet (t 1 ") for all sizes. Pipe stiffness The pipe stiffness using F/oy for PVC class water pipe is contained in the table below. ClassDR_ F/4,y (psi) 100 25 129 150 200 14 8155 Quick burst test Randomly selected samples tested in accordance with ASTM D 1599 shall withstand, without failure, pressures listed below when applied in 60-70 seconds. Drop impact test Pipe shall withstand, without failure at 73`F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 2444). Pipe Minimum burst Class pressure at 73"F (psi) 100 535 150 755 200 985 Drop impact test Pipe shall withstand, without failure at 73`F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 2444). Pipe Impact size (in.) (ft./lbs.) 4 100 6 100 8 100 10 120 12 120 There shall be no visible evidence of shattering or splitting when the energy is imposed. /'"", Dimensions (average) Class 100 (DR 25)* Pipe Outside Nom. inside T (min.) E -- Approx. Wt. size (In.) dia. (in.) dia. (in.)** thlck. (in.) dim. (in.) DR lbs./ft. 4 4.80 4.39 .192 4.75 6.4 1.9 6 6.90 6.30 .276 5.50 8.8 3.9 8 9.05 8.28 .362 6.25 11.4 6.7 10 11.10 10.16 .444 7.00 13.8 10.1 12 13.20 12.08 .528 7.80 15.9 14.4 Class 150 (DR 18)' _ -- 4 4.80 4.23 .267 4.75 6.5 2.6 6 6.90 6.09 .383 5.50 9.0 5.3 8 9.05 7.98 .503 6.25 11.6 9.2 10 11.10 9.79 .617 7.00 14.1 13.9 12 13.20 11.65 .733 7.80 16.7 19.7 Class 200 (DR 14)* 4 4.80 4.07 .343 4.75 6.8 3.2 6 6.90 5.86 .493 5.50 9.4 6.7 8 9.05 7.68 .646 6.25 12.1 11.6 10 11.10 9.42 .793 7.00 14.3 17.6 12 13.20 11.20 .943 7.80 16.9 25.1 .DR (Dimension Ratio) is ine outsids dame:e' divi0ed by the minimum wall thickness T (min,l- ••Nominal inside diameter squats the outsiue c,ameter minus twice thickness T room L r / •A JCM 432 All Stainless Tapping Sleeves Stainless Steel Flange with set in flange gasket provides highest structural strength, corrosion resistance and extra sealing capability Extra Heavy stainless steel neck provides the Test Plug—V4" NPT to assure all seals prtor to stability and strength necessary for thetap. Bronze to eliminate galling. tapping procedure and valve connection. _'\ / Separate, self -aligning replaceable bolts are eas- Full circumferential gasket with hydro- t ily installed and torqued to 150 ft. lbs. for high mechanical outlet seal provides extra sealing $^ 14 sealing capability. capability. �. Oa Molded in recessed bridge plates assure ____1 Nuts are lubricated with special coating to assure even gasket pressure throughout the range. ;, high torque capability and eliminate galling. Extra heavy, wide body and noncompromisingTrue tapping sleeve design, low profile lugs are extra heavy to facilitate conversion of high bolt all stainless steel construction provides high torques to high gasket pressure. structural strength, corrosioin resistance and extra stability. Patent N4,708,373 • EXTRA BOLTING POWER ... The true tapping sleeve design of this sleeve incorporates replaceable, self -aligning bolts which can be torqued to 150 ft. lbs. This increases gasket sealing pressure and pressure holding capability. • FULL CIRCUMFERENTIAL SEAL .. . The extra bolting power assures the gasket will seal the full circumference of the pipe. This provides insurance against beam breaks in size on size taps. • STRONGER YET LIGHTER THAN CAST SLEEVES .. . Extra strength eliminates possible cracking of the sleeve or flange. Reduced weight speeds installation and reduces the load placed on the pipe. • EXTRA WIDE FOR SUPPORT AND STABILITY ... Extra width and heavier neck and body material provide extra reinforcement of the outlet and extra stability during the tapping process. • ALL STAINLESS STEEL CONSTRUCTION ... All stainless construction provides extra corrosion resistance. The stainless steel flange, outlet and body, join as one unit of simi- lar metals to assure the highest structural strength and corrosion resistance. • EASE OF ASSEMBLY ASSURES PROPER INSTALLATION ... Replaceable self aligning bolts, simplicity of design and reduced weight permits JCM 432 Tapping Sleeves to be installed with a minimum of crew, equipment, time and experience. 432 TAPPING SLEEVE DIMENSIONS •-+.... ..... LIII w .L �: , .: . ,A:,� pili .... ....� . .,.,. .r....!,t .. 4 15 5 5-1/32 4.261 10 V. 6 15 5 7-t/32 6.35 10 s/e B 21 51/e 9-1/32 8.32 14 ve 10 27 1 51/2 11-t/Ts 10.42 18 �a 12 30 1 53/4 13-1/rs 112.391 20 I Yl, '4" Nominal Size is 15" long with 10 bolts. MATERIAL SPECIFICATIONS BODY: 18-8 Type 304 Stainless Steel FLANGE: C178 Cast Stainless Steel — equivalent to 18.8 Type 304 Stainless Steel with ANSI 150 lb. drilling, recessed for tapping valve per MSS -SP 60. r, ft,,� BOLTS: Type 304 Stainless Steel BRANCH OUTLET: Heavy Stainless Steel Pipe GASKET: Full circumferential gasket compounded for use with water, salt solutions, mild acids, bases and sewage. JCM INDUSTRIES 6 P.O. BOX 580, NASH, TX 75569.0580 TOLL FREE 1.800-527.8482 TELEFAX: 800.874-9524 10� r� �\ JCM 432 All Stainless Tapping Sleeve Ell P, 0 1 Z� 4" 4.40-4.60 432-0450 4.70-4.90 4320480 x 4 15 40 5.10-5.30 432-0520 6" 6.56-6.86 432-0663 6.83-7.16 432-0690 x 2 12 42 7.05-7.40 432.0720 x 4 15 47 7.40-7.73 432-0745 x 6 15 49 8 x 2 12 45 8.54-814 '432-0863 x 4 15 51 6.98-9.37 432-0905 x 6 15 54 9.27-9.69 432-0940 x 8 21 78 101, 9.83-10.25 1432-1000 x 2 12 46 10.64-10.86 432-1075 x 4 15 55 11.03-11.47 432-1110 x 6 15 60 11.36-11.80 432.1140 x 8 21 82 11.76-12.24 432-1200 x 10* 27 125 12" x 2 12 47 12.62-12.88 432-1275 x 4 15 60 13.13-13.60 432.1320 �W01-;qr-t:"T;ff1j-Q'-T MiA044- 13.610714.09 432-1392 x 8 21 90 "11PI . A x 10* 27 138 T x 12* 30 161 14" x 2 12 74 x 4 15 80 15.20-15.60 432-1530 x 6 15 85 15.80-16.20 432-1600 x 8 21 114 16.38-16.78 432-' 1 650 x 10— 27 150 x 12" 30 171 16.1 x 2 12 84 x 4 15 90 17.40-17.80 432-1740 x 6 15 94 17.75-18.15 432:1800 x 8 21 126 18.513- 18,98 432-1875 x 10' 27 163 x 12— 30 182 181, 19.30-19.70 4321950 x 4** 15 128 19.80-20.20 432:1990 x 6" 15 132 21.20-21.40 432-2130 x 6— 21 162 20" 21.40-21.80 432,2160 x 4— 15 146 21.90-22.30 432-2206 x 6— 15 150 22.30-22.70 432-2250 x 8** 21 182 24' 23.45-23.85 432-2360 x 4— 15 175 25.60-26.00 432.2580 x 6" 15 180 26-20-26.60 432-2632 x 8** 21 212 *NOTE: 432-0863 X 8 TAPS REQUIRE THAT A 1/2" UNDERSIZED CUTTER BE USED. MOTE: THESE SIZES NOT AVAILABLE WITH SIZE ON SIZE OUTLETS. —NOTE: MAXIMUM WORKING PRESSURE 150 PSI — MAXIMUM TEST PRESSURE 200 PSI. For larger sizes and outlets see JCM's 412 Fabricated Tapping Sleeves. HOW TO ORDER 1. Determine O.D. of pipe. 2. Select proper sleeve O.D. range. 3. Specify sleeve number and outlet size. EXAMPLE: Sleeve for 14.21 O.D. x 6" flange Order 432-1420x6 JGM INDUSTRIES P.O. BOX 580, NASH, TX 75569-0580 TOLL FREE 1-800-527-3482 TELEFAX: 800-874-9524 12,14 Ieo. 2"-12" MUELLER® T-2360 RESILIENT ,.� REV. 41M WEDGE TAPPING VALVES - M.J. x FL. ENDS xa. ❑ Catalog number— T-2360-16 umber— T 2360-16 mechanical joint x flange! ends (with mechanical joint unassembled accessories) T-2360-19 mechanical joint x flanged ends (less Inechunical joint acres cries) ❑ Sizes 2". 3", 4". G', S". 10", 12" Cl Meas or exceeds all applicable requirement.: of ANS.i/AWWA C:-509 Standard, certified to ANSUNSF 61 standard, listed by Underwritem I.aboratoies Inc. and UI -C, approved by Factory Mutual Corp. ❑ Inlet flange complies with ANSI 1116. 1, class 125 drilling and with MSS SP -00. ❑ Mechanical joint outlet complies with ANSI/AWWA Cl I 1 Standard. ❑ Iron body with nominal 10 mils MUEt3_I"sRO Pn>-CrardTm Epoxy Fusion Coated interior and exterior surfaot:s. ❑ lipoxy coating meet.: or exceeds all applicable lrgitirements of ANSUAW WA 0550 Standard and is certified to NS.F 6.1. ❑ hurt wedge, symmetrical & fully encapsulated with mokictl rubber, no exlxx ed iron. ❑ Non -rising stern (NRS).�" EllTriple bring seal slut�ng box (2 upper & 1 lower O-ring). C12" square wrench nut (optional handwheel nvailable)—clpen left or open light. �' trtl Har sales ❑ 2"-12" sizes -250 prig (1723 kPa) maximum working pressure.T ��co-� C �hippmcl unasu�,nbled 500 prig (3447 kPa) static test pressure '- Y V Options See pages 10.68 and 10.69 for more information on Resilient Wedge Gate Valve options ❑ Position indicators ❑ Stainless stccl 1•a_steners: Type 30=1, "I'ype 316 ❑ ASTM B98-C661001H04 stem ❑ Handwheel -. .--UR; , Resilient wedge gate valve parts 6.mt207 a Catalog ;Description � Material Material standard C." Part No. I Bonet Bolts & Nuts {ChAx)n Sarl ASTM A307 Grade B. Tnc PlatedStuitin ASTMA3(7Gsu&B.;6ncPlawd Box Bolts & Nuts Cariwn Steel Stan0-ri t3 F Robber ASTMD2tXX) ..._ flan tC inion _Inlet let Inlet flan a Iwlts ntxi Huls Steel 1 G-200 Wrench Nut Cap Screw 6-201 Stuffing Box Seal _Rubber JC4uWnSW.l �._....._-._-_._.___. ASTM A307 Grade B. Zinc Plated ASTM ()20(x1 G-202 Wrenn Nut Cast Icon ASTM A I26 CLB G-203 Stem Bronze AS7mull38 G-204 Haul Wheel (trot shown) Cast Iron ASTM A 126 CL13 G=�15 Stem Nui CY-206 Guide CAP lkz ins Bronze ;Celcon ASTM 3362 AS -174 A126 CU 11 G-7.07 Sturrrn Box Cast iron G-208 Anti -friction Wo.:llers (2) Ccicon G-209 Wedge. Rubber lax a . m�Kt Cast iron • Icast fron ASYfai A 126 CLB AIM Al26 CL„ G -210t9 Bonnet G-21109 Bonnet RuhberAti7M Ati_D30(Xl _...._- 7Td A 1211 CL - _ G-212*- Body Cast Icon G -7s 0-80 P�reNan to 1998 Use part& on 4%1I=d in ffoldBd after 2v hes wam do bw omed widi n fpSkM irstand CS•' an 04*V n11d w* an tIXVB 56101 baG 110185. (ArdCnl the W of seal when ordering 0 rep4iIX!tI u UY W nt 0-rulfj. SF.F, PAGE 12.25 FOR ORDERING INSTRUCTIONS G2011 G-2%) 0-210- G-16 G-211- 0,205 G21 r• 0-209 0.206 ,., Tyler/Union SAMPLE SPECIFICATIONS 3" THRU 24" MECHANICAL JOINT DUCTILE IRON FITTINGS shall be produced in the USA in accordance with all applicable terms and provisions of ANSI/AWWA C153/ A21.53 and ANSI/AWWA C1 1 1 /A21.1 1. NOTE: Fittings are cement -lined and seal - coated in accordance with ANSI/AWWA C1 04/A21.4; also available double cement - lined or bore. See list price sheet for details. i\AECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment BENDS rol K' J D C F A K' 90° Bends (1/4) 45° Bends (1/8) JOINT DIMENSIONS IN INCHES 111/40 (1/32) Dimensions BOLTS Size A Dia. B C Dia. D Dia. F Dia. J Dia. K' Dia. K' Dia. L M S T X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 '/4 1/80 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 "/e 3/4x3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .68 .43 .36 7/e '/.x3'/2 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 7/e 3/4x3'/2 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 7/0 3/4x3'/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 '/e 3/401/2 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 7A 3/4X4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 '/e 3/4x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 '/e 3/4x4 12 /4O's 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 7/8 3/4X4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 7/e '/,x4'/2 16 I BENDS rol Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 2 Union Foundry Company 9 P.O. Box 309 9 Anniston, Alabama 36202 9 (256) 236-7601 5-10-99 t+ -A•1 I•A-4 rA 90° Bends (1/4) 45° Bends (1/8) 221/1' Bends (1/16) 111/40 (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7.50 14.50 325 7.50 30.19 292 7.50 60.94 320 ' 20 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 481 9.00 37.69 481 9.00 76.12 457 Tyler Pipe/Utilities Division • P.O. 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PUB PLMPUVIS 6090 VMMV/ISNV .lo sluawatln alquo!ldde lle sp=a so slmw O .,Z1 '„01 '0.8 `..g "'t,'.,£ `.,Z—saa!S O (stallsuR tt0111suma 41!m) spua lu!of luoRM40oW sz-Og£Z-V (sauossaaoe lu!of luo!uugoow ssol) spua lulof leo!uegoaW b-Z-Og£Z-V (sapossaaae palgwasnun lu!of luonurtImw tpjm) spua )u!of lea!uugoaW OZ-09EZ-V lagwnu 3olnleZ) ❑ , SON3 •r•w x 'm HAM s3n1Vn 31�VO �a �` MUELLER' SUPER CENTURION® FIRE HYDRANT 9.1 REV. 4+39 MUELLER SUPER CENTURION 2500 3 -Way Fire Hydrant Features Cl ANTI -FRICTION WASHER -0 HOI D -DOWN NUP— with integral wputlter seal. Design discourages unauthorized removal of helps assure easy turning operation for the hold-down nut or bnmze operating nut. Resilient wiper seal betweeu hold-down nut and dee life asof sure easy turn operating nut prevents water entry to protect operating nut from freeving. Wiper sea] material is resistant to ultra -violet ray deterioration. O-ring seal provides second level of protection. ❑ 01I. FILLER PLUG— permits quick check of oil level. Lets you add oil wi removing bonnet. O OIh RESERVOIR O-RING SEALS-- wal oil in, water out. \� O STAINLES STEEL SAFETY STEM COUPLING; pulls free if hydnumt is hit by a vehicle preventing damage to the stem and main valve. Coupling will not break into pieces that could drop into lower barrel and affect valve operation. Top of lower stem is below the top of the lower barrel so that a tire canny depress the stem .W open the main valve. Repair is easy and economical. O SA[7:1'Y I7.ANGE— breaks cleanly to help prevent harrel damage, yet is strong enough to withstand normal handling. Allows economical repair, adding of extension section, rotation or changing of upper barrel without digging or water shut-off. O BRONZE UPPER VALVL PLATE— U DRAIN VALVE fA(:INGS-- specially designed, long -lite foci provide effective sealing. O DUCTILE IRON CAP NUT— retains main valve. Seats agairtstcup nut gasket to prevent corrosion of stem threads. Larked in place by a stainless steel lock washer. Mueller HP Epoxy coated for durability. ❑ 250 PSIG— 3 -way hydrant: 250 psig (172,3 kPa) maximum working pressure. 5W psig (3447 kPa) W SHOE DESIGNED FOR MAXIMUM FLMV / AND EASY CONNECTION— vvith its smooth transitional contours, exteml ed / neck and integral anti -rotation pads, allowing use of standard tee -head bolts. The inside of the. shoe is covered with MIJFa1-ER HPC Epoxy Coatin„_ This dtemtoselting epoxy forums a tough, corrosion -resistant barrier to chemicals, physical impact and electrical currents. O MEETS OR EXCEIsDS— all applicable requirements of ANSYAWWA 0502 Standard and UL 240 and FM 1510 specifications. 13 O-RING SEALS AT BONNET, GROUND, AND SHOE FLANCFS--- for better leak resistance, easier maintenance. Cl SEAIF.n OH. RESERVOIR— O-ring sealed to prevent leakage. Provides positive lubrication of stem threads and bearing surfaces each time the hydrant is operated. Fdled at the factory. \❑ FULL FLO%V OPENINGS— large radius hose and pumper openings Produce low friction lots. ❑ I.7F;I.D REPLACEABLE HOSE AND PUMPER NOZZLES--- O-ring sealed Threaded in place and retained by stainless steel locks. Nozzles are easily replaced. ❑ IiLEC RO-GALVANIZED BOLTS AND NUTS— provide corrosion protection ❑ NON -KINKING CHAINS— heavy-duty chains are securely attached to the hydrant. Special chain loop permits free turning of the rap. r1 ❑ BRONZE SEAT RING— threaded into drain _ ring and O-ring sealed. Seat ring is easily removed or installed from above ground. Each time main valve is opened or elased, double drain valves force -flush both drain valve openings to keep them open for effective barrel drainage. Brorim drain valves are integral puts t of main valve assembly. O REVIiRSIBLP.,COMPRESSION=TYPE. MAIN VALVE* closes with pressure for positive seal. Rubber ntateriul has lung service life, yet is reversible providing a convenient spare in place.. Manufacutncd under one or more or the following: 11.S. Patent too. 4.717,178; 4.842,246. 9.4 MUELLER@ SUPER CENTURION", ftN. 4.99 FIRE HYDRANT tr:rimm Aar. , r=: lip;a> '3':3'tpy .° ? i 3. ;lr ss� ill rS� �`t r'vl"I H r `..€s ! ,�;, # •'[ d { + ❑ Super Centurion 25t)Tt`t 3 -way catalog numhers (approved to U1, 262, FM 1120/1130, ANSI/AWNVA 0502 Standards) -- A-4214-1/2" main valve opening three way (two hose nozzles and one pumper nozzle) A-423 5-1/4" main valve opening three way (two how noziles and one ptunper nuzzle) Super Centurion 200T -'A 2-wuy catalog numbers (approved to ANSI/AWWA C502 SU►ndurds)— A4204-112" train valve opening two way (two have nozzles) A422 5-U4" main valve opening two way (two hone nozzlov) A425 5-1/4" main valve opening two way (two pumix!r nonlev) Super Centurion 200T't 1 -way catalog number (approved to ANSUAWWA C502 Standards) -- A424 4-1/2" [rutin valve opening one wary (one putnlx:r nozzle) ❑ 10 year limited warranty on material and workmanship ❑ Meets all applicable parts of ANSUAWWA 0502 Standard ❑ Post type dry barrel design ❑ Dry top design with O-ring scaled oil reservoir ❑ Traffic feature with stainless steel safety stein coupling ❑ Compression -type main valve closes with pressure for positive seal; it is made ol• rubber and is conveniently reversible providing a spare for long service life (Patent Pending) ❑ Operating nut available in wide variety of shapes and sires—open left or right ❑ Field replaceable hose and pumper nozzles ❑ Hose and pumper nozzles have large radius, full flow openings for low friction loss ❑ Contoured shoe is designed for full now ❑ Dual bronze drain valves provide effective barrel drainage ❑ 250 sig (1723 kPa) maximum working pressure. 500 prig (3447 kPa) static test pressure for i-way hydrants; 200 prig (1379 kPa) maximum working pressure. 400 pxig (2758 kPa) Dimensiol Mechaniicalioint I�,. standard and D-1 50 1 Flange iGl) �a7r5 �• Snn r 5' - 9Y • r.• w Its. 1 j Slip-on Neat -rotating a' bolt design— no tool need on buck ode orboh for easier installation Front view detail of Mechanical 1'0irrt (Standard only) Vertical Flange " 4' Vertical shoe available for A-420 and A-421 hydrants. r:*.�t-•i''��:r�'si"�;+�5r.�`��;x''i�",•#r"�',r�i�fi"��u''�:fi�lgCi;'�tte�'il:ftrr��•.3`�b`'*�&%L�'3,�rss!',�kr+��'.eiS`?'itLi�it�'�'w.C"`%'<I'•'�.F6>;w' �'••,'d if'. .'• - SEE r 9.24 FORORDERING INSTRUCTIONS 5.4 !- 11 REV 4-99 BALL CORPORATION VALVES ..-..Y.:l+'`. ''kM.1Ei'�.tii�4IXFi�"'flLYi�"ati. . MUELLERM 300"" Ball Corporation Valve Wet: AWWA taper .t. (MUELLER "CC") thread Outlet: MUELLERO) 1100" B-25008 Conductive Compression Connection for as O.U. tubing* 314- 3r4"xl• 1• 1 -Ir_" ��.—� MUELLER 300 Ball Corporation Valve Inlet: AWWA taper (MUELLER "CC") thread Outlet: MUELLER") 1 100') Compression Connection for IN plastic pipe* M UELLER10300' WmBall Corporation Valve w Inlet: AWWA I.P. thread Outlet: MUELLER®11010 Conductive Compression B-25028 Connection for CfS O.D. tubing* MUELLER 300 Ball Corporation Valve c r Inlet: AWWA I.P. thread Outlet: MUELLER 1.1010 Compression Connection for B-25029 IPS plastic pipe* 314` 314" x 1" _._._ {?/�" 3/4'x 1" MUELLER 300 Ball MUELLER 300 Ball Corporation Valve Corporation Valve -'' Inlet: AWWA taper y ti': Inlet: AWWA I.P. thread _ (MUELLER "CC".) thread 4 w Outlet: MUELLER Pack Outlet: MUELLEPack Joint Connection for CTS Joint s g� tion far crs p-25028 O.D. lubina* P-25008 O.D. tub }J4- (U4 zl" I' t U2.. _ `v..��....:1/4. t 1'_._ MUELLER10300"11 Ball MUELLER103IX 011 Ball Corporation Valve Corporation Valve Inlet: AWWA taper �,.: �1 Inlet: AWWA I.P. thread (MUELLER "CC" ► thread t Outlet: MUELLER Outlet: MUELLER`' INSTA-TITE10 Connection for B-25006 INSTA-TITE10 Connection for B-25024 CTS PE plastic pipe* CTS PE plastic pipe * i 3/4" I I" MUELLER 3W Ball MUELLER 300 Ball Corporation Valve Corporation Valve Inlet: AWWA taper Inlet: AWWA I.P. thread i (MUELLER "CC") thread = d b Outlet: MUELLER Outlet: MUELLER INSTA-T1TE Connection for 8-25005 INSTA-TITE Connection for B-25026 IPS PE plastic pipe* IPS PE plastic pipe 314 I1" � �3l4 .t" See chens on pages 5.10-5.13 for tubing and pipe that may oeaused wilh these connections. NOTE.- Sizes OTESizes sham above represent nominal sae of inlet and Wet connectkins. When tm saes are given, the first is sae of inlet and the second is sue of outlet. For idea fication purposes MUELLER INSTA•TITE connections for CTS O.D. PE plastic tubing have red gripper rings, and Ute oaaiections for IPS PE pipe have white gripper Hogs. MUELLERP Corporation Stops and Valves are manufactured and tested in accordance with ANSUAWWA 0800. 8D-6 Wei BALL STRAIGHT SERVICE VALVES N.?.``. < �%'-krz.+.+�?F�%i'�.LTi'����''_.s{Ks?iu9�'1dIRG'.�r",ITS'�i2d&�:�+�M!i=11?',r5��t�J.�£+��T1��'� �+Y-:„7'.%p'y� x�r'-,.(c%..: zt�.`:., - •;:..;�, 13/4117 1314 IR: ! I 1 I/2 2�!alVCsize 5B12__•_—Pi MUELLERO 3()U•tbl Ball Straight Service Valve - MUEL11ilt 110 " Omductive Compression Connection m ..Ii for CTS O.D.* tubing - hoth ends Quarter turn clnec:k - ltx:k wing. 8-25146 3600 turn option available by adding -3 sullbc to catalog nutnbLr (13-25146-3) MUELLER 300 Ball Straight Service Valve - MUELLER 110 Conductive Compression Connection for CTS O..D.* tubing x FI -P - Quarter turn check - lock- wing. 360° turn option available by adding 3 suffix to catalog number (.13.2.5170-3) P-25146 MUELLERGI 300"'m Ball Straight Service Valve - MUELLER09 Pack Joint Connection for CTS O.U.* tubing - both ends Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (P-25146-3) Qosksva. 3/dR_ 319 IR I I-Il2 2 Vttivc Pik sv. +3li 3/4 I I I-113 2 i' P-25170 MUELLER 300 Ball Straight Service Valve - MUELLER Pack Joint Cculttection for CTS O -D.* tubing x F.I.P. Quarter turn check - lock wing. 3600 turn option available by adding -3 suffix to catalog number (P-25170-3) C'ealognm 3/411: MUELLER 300 1 1314 1314x1 I IR t 1 Isit(Xalogsim V :Jvesizc 518 1314 314 i/4 I 3/4 I -I1' iVal���u Sl4 1314 3/4 �I IIP_ ':2 MUELLER 300 Ball Straight Service Valve - MUELLER 110 Conductive Compression Connection for CTS O..D.* tubing x FI -P - Quarter turn check - lock- wing. 360° turn option available by adding 3 suffix to catalog number (.13.2.5170-3) P-25146 MUELLERGI 300"'m Ball Straight Service Valve - MUELLER09 Pack Joint Connection for CTS O.U.* tubing - both ends Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (P-25146-3) Qosksva. 3/dR_ 319 IR I I-Il2 2 Vttivc Pik sv. +3li 3/4 I I I-113 2 i' P-25170 MUELLER 300 Ball Straight Service Valve - MUELLER Pack Joint Cculttection for CTS O -D.* tubing x F.I.P. Quarter turn check - lock wing. 3600 turn option available by adding -3 suffix to catalog number (P-25170-3) C'ealognm 3/411: MUELLER 300 1 1314 1314x1 I IR t 1 ilx3l4Ra I-12 2 V :Jvesizc 518 1314 314 i/4 I 3/4 I -I1' iVal���u Sl4 314 Ji14- i/4 I 34 1 -nil 2_ Pi size 314 313 _ 314 1 1 I I I-II', — %,a3 t _.__r.�- 1314 1 1 j l 1 I I-I!L r MUELLER 300 Ball Straight Service MUELLER 300 Valve - MUELLER 1 10 Compression .; .: Ball Straight Service Valve Connection for tPS4: PE pipe x ELL ' "� ,� Cr Copper flare nut - both ends ,- Quarter ttun check - lock w•incl. Quante- turn cllerk -noel: wing. 360° turn option available by adding -3 36V turn option available by adding -3 8-25196 suffix to catalog nutnbLr (B 196-3) 8-25143 suffix to mialog number (B-25143-3) Cnutk svc 314 I C anlog circ 3/411: 314 1 IR* ---�----- --- .._ .. _ _ - _ ---- �- t ---...... -...- Valve size 314 I Vnh r size a/4 3W ---- --- — �l,x trc14 !i/i I MUELLER 3()0 t MUELLER 300 Ball Straight Ball Straight Service Valve Service Valve- FI.P. x Copper flan; nut Coppca. flare nut x F:I R( -,1;4- 9. � Quarter turn check - loch wing. =, Quarter turn check - lock vkiu�_�g1 ' P.. 360" turn option available by adding -3 ` 360' turn option avamiable by adding -3 �'� J=am' suffix to catalog number —4-3/8" 8-25166 sttlf-ix to catalog number (8-251hb 3) B-25168 laying Length for retrofit applications �Catult size af4R 1314IR I II 1!2 oval vice Pt as 3!4 314 I1 11 II -IC �' MUELLER 300 Ball Straight Service Valve - F.I.P. x F.I.P. Quarter lum check - lock wing' i 360" turn option avarilahlc by adding -3 8_202 00 suffix to catalog number (i3-20200-3) ( malag sic ,3/311: 313 11x3/4 IR t Catalog sit I { 1-1/_' �Cululog.size i3/4111 V dt „tt p$PC We jr. MUELLER 300 1 Ball Straight Service Valve F.I.P.x F.I.P. Quarter tucheck - lock wing. m 360° turn option available by adding -3 8-20245 suffix to catalog number— 3-12" encu -to - end dimension rcr retrofit applications Catalog sic 3l411 'See charts on pages 813.15 and 8D-16 for tubing and pipe that can be used with this connection. Free "R" indicates this valve has a retluced pont The Pon sire is one nominal size analler than the valve inledoudet. MUELLER Valves and Couplings are manufactured and tested in accordance with ANSi/AWWA 0800. . . . . . . . . . . . -44 . tz . . . . . . . . . . IVA !:t NEW, FE g No' -4. I n- /«1 cloPure The ONLY High Density Polyethylene Pipe specially engineered for the water industry. ENDOT EndoPure. On the outside, it's blue, color coded for the coming industry standard; on the inside it's completely natural; overall it's the purest polyethylene, so it's: Lead Free, Chlorine Free and Solvent Free. EndoPure comes ENDOT sealed with our special crimping process to ensure that it remains impurity free. Guaranteed. For your next project, make it ENDOT'S EndoPure ... and make it as perfect as possible. ENDOT Industries backs EndoPure with a cerficiate of purity in addition to a Lifetime Warranty, including the most liberal cost of replacement provisions. (See Warranty for Details) APPLICABLE STANDARDS (MATERIAL & DIMENSIONAL) ENDOT EndoPure pipe meets the applicable standards of ASTM D1248, ASTM D3350, ASTM D2239 and NSF -14. ASTM D1248 - Specification for Polyethylene Plastic Molding and Extrusion Material - PE3408 Class III, A, 5, P34 ASTM D3350 - Cell Classification 345434A ASTM D1505- Density .944 glcc ASTM D1238 - Melt Index > 15.0 g110 min ASTM D638 - Tensile Strength ' 3300psi ASTM D638 - Elongation > 800% ASTM D2837- Hydrostatic Design Basis 1600psi g 23°C ASTM D790 Flexural Modulus 120,000psi ASTM D746 Brittleness Temp. <-180°F ASTM D1693- Environmental Stress Crack Resistance > 5000 Hrs ASTM D2239 - Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter For your next project, make it EndoPure ... and make it as pure as possible[ ONSE ENDOT INDUSTRIES, INC. PPFA o'er CORPORATE HEADQUARTERS�q -' MIIDoRWESaOPSPOH 45680 � 60 739 Green Pond Road, Rockaway, Ni 07866 800-443-6368 FAX 201-625-4087 800.345.3990 FAX 614-377-9844 '" c 8195 2.5M - - Endot Industries 1-800-44-ENDOT(443-6368) About Us Products Quote Request Contact Us Support Market HOME SITE SEARCH Pagel of 2 EDT INDUSTRIES ,•A PIPE AND TUBING. DUCT AND INNERDUCT Water pipe Endopure -EndoPoly d o p u r a -Golden Jet)Super Golden Jet -Reclaimed Water Pipe -Endocore RWT -Power Pipe -Endoflex Irrigation Pipe -Endopoly Premium PE3408 -Geoflex Geothermal Pipe EndoPure PE 3408-200 PSI WATER SERVICE TUBING (CTS) - ASTM D2737 STANDARD OUTSIDE DIAMETER RATIO (SODR) = 9 ---Nominal--- Min. Weight Standard Price ASTM D2737 O.D. 1. D. Size ---Nominal--- Min. Weight Standard Price 0.824 0. D. 1. D. Wall Per 100' Coil Size Per 100' 3/4" 0.875 0.675 .097 10.3 500/100 $32.75 1" 1.125 0.865 .125 17.1 300/100 $53.80 1-1/4" 1.375 1.059 .153 25.5 3001100 $80.85 1-1/2" 1.625 1.253 .181 35.3 300/100 $115.75 2" 2.125 1.629 .236 61.1 200/100 $200.00 WATER SERVICE PIPE (IPS) - ASTM D2239 STANDARD INSIDE DIAMETER RATIO (SIDR) = 7 Size ---Nominal--- Min. Weight Standard Price ASTM D2737 O.D. 1. D. Wall Per 100' Coil Size Per 100' 3/4" 1.070 0.824 .118 15.5 400/100 $49.00 1" 1.359 1.049 .150 24.9 300/200/100 $78.00 1-1/4" 1.785 1.380 .197 42.8 300/100 $135.55 1-112" 2.086 1.610 .230 58.4 250/100 $194.50 2" 2.675 2.067 .295 96.2 2001100 $322.25 APPLICABLE STANDARDS ASTM Type 111, Grade P34, Class A, Category 5 NSF Listed Under Standard 14 for Potable Water ASTM D3350 Cell Classification 345444E ASTM D2737 Conforms to PE 3408, 200 PSI, SODS 9 (CTS) ASTM D2239 Conforms to PE 3408, 200 PSI, SIDR 7 (IPS) AWWA C901 Conforms as 200 PSI, SIDR 7 (IPS) & SODR (CTS) BOCA Conforms as 200 PSI, SIDR 7 (IPS) & SODR (CTS) http://www. endot.co m/products/waterpipe_endopoure_PE3408-200.asp 6/27/02 10�. 1. (UL) SOLID TYPE OF 600 VOL;I' IRRIGATION CABLE , SPECIFICATIONS: UL TYPE OF 600 volt Underground feeder cable per UL 493. 18 & 16 AWG have a 45 mil PVC wall. 14-10 AWG have a 60 nul PVC wall. 8 AWG has a 75 mil PVC wall. AWG WGT/ MFT. 18 Solid 13 16 Solid 17 14 Solid 28 12 Solid 37 10 Solid 51 8 Solid 76 PUT -UPS 4x500 ft. 4x500 ft. 4x500 ft. 4x500 ft. 2x500 ft. lx500 ft. Or on 2,500 ft. reels There is no UL listing for this product. It is manufactured with the same compounds and standards as the UL to assure product quality and performance. 18 AWG MULTI -CONDUCTOR TYPE IRRIGATION CABL SPECIFICATIONS: TYPE OF 300 VOLT IRRIGATION CONTROL CABLE All 18 AWG soft drawn bare copper PVC insulation Heavy-duty 30 mil PVC jacket Rip cord for easy jacket peel back AWG WGT/ MFT. 18- 2 OF 18 18- 3 OF 25 18- 4 OF 35 18- 5 OF 42 18- 6 OF 50 18- 7 OF 59 18- 8 OF 68 18- 9 OF 76 18-10 OF 84 18-12 OF 97 18-13 OF 104 PUT -UPS 4x500 ft. 4x500 ft. 4x500 ft. or 4x250 ft. 2x500 ft. or 4x250 ft. Or on 2,500 ft. reels 8 AWG GREEN POOL GROt1 No. of Put lbs AWG Cond. Ups MFT 8 1 500 ft 66 2,500 ft. SPECIFICATIONS: Wood Reels 8 AWG Soft Drawn Copper with 45 mil UL listed PVC compound. /04141\ FOR DETECTABLE UNDERGROUND UTILITY MARKING TAPE SPECIFICATIONS, TEST DATA & COLOR CODES 1. SPECIFICATIONS Tape consists of a minimum of 5 mil overall thickness, with a solid aluminum foil Core. Construction is 2 -mil clear film, reverse print laminated to aluminum foil to 2 -mil clearfilm, making the film permanently printed. ALL PRO -LINE tape meets or exceeds the industry standards including the American public Works Association (APWA) color -code. 2. TEST DATA METHOD VALUE Thickness ASTM D2103 5.0 mil Tensile Strength ASTM D882 351b/in (is000psi) Elongation ASTM D882 -75b 80% Colors APWA CODED See Below Bond Strength Boiling Water 5 hr w/o peel Adhesives Mfg. Specs. Morton 548 ole Bottom Layer Mfg. Specs. Virgin PE Top Layer Mfg. Specs. Virgin PET Foil Mfg. Specs. Industry Standard Message Repeat Mfg. Specs. Varies Inks Mfg. Specs. AXL 11 Flexibility ASTM 671-76 Pliable Hand Printability ASTM D2578 45 Dynes 3. COLOR CODE BLUE: WATER AND ASSOCIATED LINES GREEN: SANITARY GRAVITY & FORCE MAINS & ASSOCIATED LINES ORANGE: TELECOMMUNICATIONS LINES PURPLE: RECLAIMED WATER LINES YELLOW: GAS AND ASSOCIATED LINES ALL DETECTABLE MARKING TAPES SHOULD BE PERMANENTLY PRINTED %S1 .�.� fit, 9Y y;E t S 1600 RESTRAINT HARNESS FOR C900TIPE BELLS PHONY VIEW A (RE6rF hT RING tQ.) SOF eoLi u (en, rano I.P.) A MVt D 1500 1600 REPMNT neat CELL RM 31DE YEYI' NOMINAL PIPE SIZE SERIES NUMBER APPROX. SHIPPING W R PRESSURE RATING• A A2 B C E I E2 L 4 1604 23 lbs. ..200 4.80 195 10.00 8.13 1.75 121 17 6 1606 30 lbs. 200 6.90 7.10 1225 10.50 1.78 ISO 17 8 1608 461bs. 200 9.05 r9.d0 1538 1 1338 1.85 228 I7 10 1610 65 lbs. 200 11.10 11.45 17.38EMU 1.93 2.38 21 12 1612 7411,6. i50 I3.2) 1355 20.0000 2.13 1 2.16 21 ' Tested with a miniimmn 4:1 safety factor. Sizes 4" through 12" are Factory Mutual approved for use on Class 150 (DR18) PVC pipe. Sizes 4" through 10" are Factory Mutual approved for use on Class 200 (DR14) PVC pipe. INSTALI ATION INSTRUCTIONS 1 lnztu11 Spigot cad of the pipe in to bell is the, normal manner. 2 Rrmove side bola from the non-strratcd bell ring. Install both hrlvcs around the pipe behind the bell. Replace the side bolts and tighten each to 110 ft -lbs. 3 SIide the bell ring toward the bell so that it fits snugly beh hid the bell. 4 Remove the -side bolts from the serrated itsmaint ring_ Use the tic bolt to determine the proper locatian of tie restraint ting on the spigot Allow enough room on the tie bolt to felly cngagv the nut 5 Install both halves of the restraint ring at the proper location, twiug each half into place. Mzke stat that tilt complete M u[' the ring is touching the pipe before installing the side bolts Tighten side bolo to 110 ftAbs. torque minimum. 6 Tighte'a the tae bolts unil they are snug. Do not tighten them enough to farce the spigot end fiuthar into the bell of the pipe. SAi12 E SPECIMATION Restraint for PVC pipe bclis (AWWA 0900) shall consist of the following. The reswaint shall be msnufaettned of ductile iron conforming to ASM A536. A split ring Shari be utiI12M bebind the pipe bell. A serrated riag shall be used to gj ip tete pipe and a sufficient cumber of bolts shall be used to connect the bell ring and the gripping ring. The combination shall have a minimum working prem= raying of 150 psi. The restraint shall be approved by Factor Mutual. 'llie restraint shall be the Series 1600 as mantis-=`urcd by EBAA Iron, Inc. or approved equal. MATERIAL Restra?nt ring and bell ring aro made of 60-42-I0 ductile iron can orm1ng to ASTM A-536. The side bolts are ZMde 5 l alvannized machine bolts. The tie bolts are low alloy Mol, ERA41RON szor roe peer ins a=eeft the rated tem. tmtect aye erot=04 WPa+"-d m FAM Imr% Mc. /O1 SALESINC. P.o. BOX 857 EAT—, LANo, Tx 76140 WATs Boo -4:33.1716 817-fi'dfi-1731 TELSFAX 817-M-8931 W e1:47&eqe i, W*' Cast Iron Soil Pipe Suggested Short Form Specification Hubless Cast Iron Soil Pipe and Fittings: Hubless Cast Iron pipe and fittings shall be manufactured from gray cast iron and shall conform to ASTM A 888 and CISPI Standard 301. All pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute 40 and listed by NSF® International. Hubless Couplings shall conform to CISPI Standard 310 for standard couplings or ASTM C 1540 for heavy duty couplings where indicated. Gaskets shall conform to ASTM C 564. All pipe and fittings to be produced by a single manufacturer and are to be installed in accordance with manufacturer's recommendations and local code requirements. Couplings shall be installed in accordance with the manufacturer's band tightening sequence and torque recommendations. Tighten bands with a properly calibrated torque limiting device. Test the system hydrostatically after installation to 10 ft. of head (4.3 psi maximum). Testing with compressed air or gas may result in injury or death. All pipe and fittings are to be manufactured by Charlotte Pipe and Foundry Co. Hub and Spigot Cast Iron Soil Pipe and Fittings: Hub and Spigot Cast Iron pipe and fittings shall be manufactured from gray cast iron and shall conform to ASTM A 74. All pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute V® and listed by NSF® International. Pipe and fittings to be [pick one or both]: ❑ Service (SV) or ❑ Extra Heavy (XH) Joints can be made using a compression gasket manufactured from an elastomer meeting the requirements of ASTM C 564 or lead and oakum. All pipe and fittings to be produced by a single manufacturer and are to be installed in accordance with manufacturer's recommendations and local code requirements. The system shall be hydrostatically tested after installation to 10 ft. of head (4.3 psi maximum). Testing with compressed air or gas may result in injury or death. All .pipe and fittings are to be manufactured by Charlotte Pipe and Foundry Co. (109) PO Box 35430 Charlotte, NC 28235 USA 704/372-5030 800/438-6091 FAX 800/553-1605 www.charlottepipe.com pg_0001 Ames Company introduces the in -Building Riser manufactured of Series 300 stainless steel. Using Twenty -First Century technology, Ames has succeeded in the manufacture of durable and easy to install underground transition fitting to bring municipal water supply into a building. In -Building Riser is ideally suited for fire protection systems. Specification The In -Building Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless steel tubing, maxi- mum working pressure of 175psi. The fitting shall have a grooved -end connection on the outlet (building) side and a CIPS coupler on the underground (inlet) side. Operating Description The In -Building Riser is used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connection to the under- ground supply (AWWA C900 PVC) and (Ductile Iron Pipe) an industry standard grooved -end connection (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. Page 1 of 2 s- A- InE i Building Floor Building ;1 ,�'rmeter •� �;•..;i •_ � rz,:t• a/'rJ I •y'•: y'v,i{' y';t•-;�;•-. Il --ri:yl. -=ry�i. � 'r::f-•;,'v t .t.h't:.9�':.p ^r: �{-r,•-;:r y.:J -r'.ry :�'^'; .9 •'.t.'^r- '•r'J z• •�1}'•J-Y •'t.'C,.r...:l•�[!'.: k'"1 ^V, fJ _�,?J .,ryf -Y •. ~.t.4 .:5 • • ti io tt : t• : t,{ •' .:{x"1'4; i.•14•�'•: • : 3 • :.{ • t. t'.•1 :',j • t. a:� 't «. ,ti•{.' :•v :i •�. y{: '•St. t t '.J: t�j.'•:{: g; { t lrt.:rJ �,:•_ ;,,:.1_�':-,y : _r,5,h'• •k �•ti.:1 http://www.wagerco.com/ames/S-A-fnBLlildingRiser/pg_0001.htm Features/Benefits • Cost savings • Corrosion resistant stainless steel qW gNB8T • Ease of installation and lightweight allow P89igWillldchandle the riser • Minimal site preparation; joint restraint one- pim8truction reduces time and labor; no 11164%iftlJ 641y identifiable for approvals • UL/FM approved • Sizes: available in 4" — 10" with various WPwbaltftg11 tments • Designed to meet NFPA 24 Section 8-3.2 • AWWA C900 Inlet/DIP 2/17/2009 ✓0*1N /',4k\ Model 90 Wafer Check Valve on United Brass Works, Inc. Page 1 of 2 Call toll i Home f About Us Keystone Foundry Division 11 UBW Em, _ Search Catalog: By Keyword GO All Categories > Fire Protection Products > Fire Protection Products - Wafer ( Valve > View Items FE __.......... ...... ... ............. ....................................................................................................... _.._._.........._.............__......._....._.._...._.._._......._............................. ....... Use trailing wildcard (•) for broader results Printabl PRODUCTS Model 90 Wafer Check Valve Boder Trim Valves Check up to five results to perform an action. Fire Protection Products UL Listed Laundry & Dry Cleaning Products FM Approved (As antiwater hammer check valve for fire pump service only!) 250 WOG at 1800 Max Electrical Apparatus Valves 100% Pressure Tested Industrial Valves Approved by New York City Board of Standards & Appeals under Calendar No. 1; Custom Cast and Machined Capabilities FACILITIES United Brass Works Keystone Foundry Division larger image Results 1 - 3 of 3 I_tem_# Size A !Height D — Length B - Diameter C - Diameter SI F Model 90 - 4" 4 in 4.25 in 3.00 in 4.03 in 6.86 in F Model 90 - 6" 6 in 3.75 in 4.50 in 6.06 in 8.50 in F_ Model 90 - 8" 8 in 3.75 in 6.00 in 7.98 in 11.00 in Results 1 - 3 of 3 http://ubw. thomasnet.comlviewitems/fi re-protection-products-wafer-check-valves/model-9... 2/17/2009 N m lwr5 LL 4 CD r -- PI- LO r— Lo N m N Q 91 CD CD N C'4 I EA CAST USF GRT 8212 3'-trr I 61r EL fG = 20.00 179 '16.08 APTS = 3.82 Cl' N"APPROVED ❑ REVZE AND RESUBmrr FOOT INQFX *20=01 TYPE C 1ntLET # --? �e Cherng u erry ro wniomn ce w to dasgn concept Icf to FM,6-. Contractor is rasgc,uit:a for dimensions to gm bs c; ,ml -rd and a ffelelod at the jab site; for irrformepan ?ill Pera-z solefy to fhe fabncrtlon procrro„as or to oig PECfFICATIOM8 v �r.iqu a of tens ucticn; end or coo diration a the r'ork of til trades. Ap-,mval or Items does not refieee the 1 jp`O.C,E w. (t t co't3ctcr from xmplying with all requirements of the (top); Contract 0--cuf re, 2 @ 12` ft -#4 a IT "Ir THE LP INCORPORATED 38y4Datae) liml relniorcemenl AHtIRENS Co.mPAMES PO VOEIGF{d 1 61 ;tir�rr , # PIECE i A' nA ROA PRODUCT CODE v3-1911 t -J - a t. t 4086 C24L x 037W x 0 !Wd x K, MonaBese PC 0EG PIPE PIPE �B SSOP4fl31111 HOLE t\�� . p 061 SEZE IR1YEf17 HOLE BDDT 801E 1101E SIZE TYPE' INVERT RAISE — 1 w � Issa 26 i E BPVC � 18.08 Q r; ,r u iU0 12 CR B' OFF N WALL NOW 17.15 20.'Wc�rk an o u- ereceUn - `"r'; ..v.avcaonand SEBA STfAN MUNICIPAL HANGAR A DESIR BY: EDDIE g PARMEhITER EXCAVATING DAM 2110)2" E! was ORDER #.- 100119705 SCALE 1:40 won REVOEDDATE: DESGRIPTIDN: Hanson rrEJD0L5ZftCEh*WC, Wp 21i01OS REViSEED PLAWS 0 m T z F- X W tY W H z W a rL c m n r Lo r CA N m ODN m m CD N N m -MDR �g i REVIEWED WDIA. NIDD TYPE C IKL.ET 92 �° I FEB 13 2009 1 { £PECIF3CATIC>wfS LPA i BASEEAU @9'O.C.E.W.(cpl,; 2 WALL irVU W2,0 WWF (ASTU CAM) 3 TOP S 4 5 6 4000 PSI Grade Bd (490 AiPaj all ►eiitmment SPECIAL NOTES: 1 FLA TOP PC WEIGHT # PIECE OESCRIPT1Dfd PRODUCT CODE ITS = 3.67 HAD TO LOWER INVERT - " x ObWalI x 0121 Ue9 x 0321], W. HOLE SIZE 21 81106"OSEGIND91 1I SR0110808A1038X000 2 L 35B1 1 060 _ FG = 19.51) 1 6817 d' D8DDIaz°. TTS = --79.5-0 TPYJ1 = (. —r--ITF3 —Te,50 PC # d32 PIPE SIZE low 18 DIP PIPE INVERT 16253ry11 1�,'j$Y�IL ii.! ; `X60 = 15.83 1 PVC"-, 17.90 ITS = 3.67 HAD TO LOWER INVERT - " x ObWalI x 0121 Ue9 x 0321], W. HOLE SIZE 21 81106"OSEGIND91 1I SR0110808A1038X000 80t3T HOLE LADLE TYPE iNYcFIT RAISE NOES 15.83 d' SBHE 18 2' SD6g 17.85 22' TO FET INTO STRUCTURE SEBASTIAN MUNICIPAL HANGAR A DESIGN BY: EDDIE PARME.NTER EXCAVATING DATE:7JiOf10p9 Knonn ORDER#: 1OW9705 SCALE: i:40 c� ®n REVISED DATE: DESCRIPTION: .or�„�1n5 7iEFDlEHR'R6CEMFNi�;rwp 04 Uftf)-IC I- PE ?LfNW X X 00" ,A —*.- Ftj, Rci, 1e rc Cr.'s7 Ill X 41 A 110 I IN 1, Adak 20 60 1" N/A �7 AUGUST 2008 TA4120M AS NOTED Rtwl AP W MMICIPAL AIRPORT , < VKBAMAN, FLORIDA THE IL PC t LF a OR oup Cqob« 7RANWMTATION cowALTANrs THE LPA GROUP INCORPORATED 515 CRESCENT MOUTRE COURT, SIE 200 LW MARY MORIDA 327" 407.305.0200 / 407.30&04fi0 (FAX) 'A' 7 KLM t MARK JANSEN —.w— _ PE N.. 56059 ,A —*.- Ftj, Rci, 1e rc Cr.'s7 Ill X 41 A 110 I IN 1, Adak 20 60 1" C�- KW nm ey mu NOTE: SITE LIGHTING WILL CONFORM TO AIRPORT DEVELOPMENT GUIDELINES AND CITY OF SEBASTIAN LAND DEVELOPMENT CODE. D.te 0£469]PER RC HANGAR A LANDSCAPE PLAN TSD N/A �7 AUGUST 2008 TA4120M AS NOTED L-1.1 T , < X I 'A' , C�- KW nm ey mu NOTE: SITE LIGHTING WILL CONFORM TO AIRPORT DEVELOPMENT GUIDELINES AND CITY OF SEBASTIAN LAND DEVELOPMENT CODE. D.te 0£469]PER RC HANGAR A LANDSCAPE PLAN TSD N/A LPA P.*t ...;; AUGUST 2008 TA4120M AS NOTED L-1.1 474 Autumn Terrace Sebastian, FL 32598 Phone: (772)388-0844 Fax: (772)589-9989 Ahrens Companies 20 May 2009 1461 Kinetic Road Lake Park, FL 33403 Reference: Sebastian Airport Hanger A To Whom It May Concern: 3D Fencing warranties the interior fencing and dumpster gates at Sebastian Airport Hanger A for a period of one year for materials and workmanship from Date of Substantial Completion. Please refer all questions to the undersigned at (772)388-0844. DANIEL S. TURNER Managing Member NELLEN CABHFiIZ°II'mly Heller Cabinetry, Inc. 395-A Stan Drive Melbourne, FL 32904 Phone: 321-729-9690 Fax: 321-729-9193 Email: hellercabinetry@earthlink.net Web: www.HellerCabinetry.com LICENSED a INSURED To Whom It May Concern: For the project SEBASTIAN AIRPORT HANGAR A located at 202 AIRPORT DRIVE, EAST SEBASTIAN, FL 32958, the undersigned provided a warranty/ guarantee against defects in workmanship and defective materials. The warranty/ guarantee is for one (1) year, and commences on the date of Substantial Completion. Steve Heller, FILE: 5212009 Certificate of R -Value Authenticity The insulation products sold to Ahrens Companies for the Sebastian Airport Hangar A project conform to the NIA Standard, deeming the R -values valid after lamination. Products produced by THERM -ALL are tested by the NAHB Research Laboratories in order to maintain this certification. Robert L. Smigel, President Samples of this product are tested periodically by the MAHB Research Center, Inc., and determined to meet the stated dimensions and thermal resistance in accordance with the NIA 404 Standard. Manufacturer represents that this product had been produced to the same standard as the samples tested. �Ia ��� FLEXIBLE FACED FIBER GLASS INSULATION FOR METAL BUILDINGS J.B.Miffiews C OM PANV Crlando / Corporate Office 2036 Apex Court Apopka, R 32703 (407) 656-12891 FAX: (407) 880-1253 800-2263-3667 COMMERCIAL & RESIDENTIAL GARAGE DOORS 0 www.jbmathews.com LIMITED WARRANTY AHRENS COMPANIES has honored JB Mathews Company to provide the industrial door requirements as listed below. Your contractor has selected the best for your project. These doors furnished will be fully warranted for one (1) year against defects in material and workmanship. This warranty does not apply to damage cause by misuse or improper maintenance. Warranty commences upon date of Substantial Completion. The Conditions of LIMITED (1) Year Warranty is as follows: 1. JB Mathews Company will be held harmless and will not be responsible for any damages resulting except for and to the extent of materials furnished and installed by JB Mathews Company. 2. No responsibility is accepted for security of building. 3. Normal maintenance items such as lubrication, spring adjustment, lock adjustments, are not covered under warranty. These items are standard maintenance items. 4. All electrical components are covered under manufacturers warranty for one year only. 5. Any work performed by other than JB Mathews Company voids any and all portions of this warranty. 6. No warranty is expressed or implied until finial payment is received. This warranty if made in lieu of all other warranties expressed or written. MATIERALS FURNISHED (I) each Asta 10'-0" wide X 9'-8" high Model 324 (1) each Asta 18'-0" wide x 9'-8" high Model 324 CUSTOMER SEBASTIAN AIRPORT HANGAR A SERVING FLORIDA SINCE 1 9 7 8 w / i 00%� Warranty 12 Months Installation Instructions Trouble Shooting Maintenance Mechanical Adjustments ASTA DOOR CORPORATION warrants this door and the attached hardware and fittings for twelve (12) months, from the purchase date, to be free of defects in materials and workmanship. Should any product be defective due to defect in material or faulty workmanship within the twelve month period, Asta Door Corporation, upon notification, shall correct this problem at its option by repairing or replacing such defective product. Except as provided herein, Asta Door Corporation, makes no warranties, expressed or implied, including warranties of merchantability and fitness for a particular purpose. This Warranty is the only written or expressed warranty given by Asta Door Corporation. This Warranty gives you specific legal rights. You may have other rights, which may vary, from state to state. Any other right, which you may have, including any implied warranty or merchantability or fitness for a particular purpose, is limited in duration by the duration of this warranty. Warranty claims must be made to Asta Door Corporation within the warranty period. Your remedy does not include: cost of inconvenience, damage due to product failure, transportation damages, misuse, abuse, accident or the like, or improper installation or operation. In no event shall Asta Door Corporation, be liable for incidental or consequential damages. Some states do not allow limitations on how long an implied warranty lasts, or allow the exclusion or limitation of incidental or consequential damages. In other words, the above limitations or exclusions may not apply to you. Asta Door Corporation reserves the right to make changes or improvements to the product or accessories without notice and without incurring obligation to make similar changes or improvement to products previously ordered. Installation Instructions Model 300 Commercial Slat Door ASIA Door Corporation USE ASTA DOOR PARTS ONLY — ALL OTHERS SHALL VOID WARRANTY. FOR MORE INFORMATION CONTACT: ASTA DOOR CORP. (770) 974-2600 �t "_ �V X V 12 DIAGRAM 1 s 126 e 24 ! 28 ?3 � DIAGRAM 2 /4.. DIAGRAM 4 5/16" - P Q .n DIAGRAM 5 I 1/2" 1 VARIES CURTAIN SUB -ASSY.: 27 750103 FLAT WASHER 3/8" 2 241006 TOP SHEET 28 750203 LOCK WASHER 3/8" VARIES TARTER/ENDING SLAT 29 280301 DOOR STOP 4 VARIES SLAT CURVED 30 280104 SLIDE BOLT 5 VARIES SLAT FLAT 31 730301 BO:T. 1/4-20 x 1-1/4" 6 450143 ENDLOCK 32 740201 NUT 1/4-20 SELF LOCKING 33 1 740102 NUT 5/16-18 7 1 VARIES BOTTOM BAR SUB -ASSY.: 34 750101 FLAT WASHER 1/4" VARIES STARTER/ENDING SLAT 35 730115 BOLT FLATHEAD SLOTTED 5/16"-18 x 1 " 9 1 VARIES BOTTOM ANGLE 2" x 2" x 3/16" 36 730915 BOLT RIB "D" 1/4-20 x 5/8" 101 270201 ASTRAGAL 37 740101 NUT 1/4-20 FLANGE LOCK 38 430000 REDUCTION GEAR ASSY.: 11 VARIES AXLE SUB -ASSY.: 39 430102 RING GEAR 12 VARIES AXLE PIPE 40 430101 PLANETARY SPROCKET 13 220306 FLANGE -BEARING DRUM ASSY. 41 430103 IDLER GEAR 14 VARIES SPRING - L.H. 42 430200 IDLER GEAR CARRIER 15 VARIES SPRING - R.H. 43 750101 FLAT WASHER 1/4" 16 230003 SPRING CLAMP ASSY. 44 430104 COLLAR 45 730202 BOLT 5/16-18 x 3" 17 VARIES GUIDE CHANNEL, LEFT 46 740202 NUT 5/16-18 SELF LOCKING 18 VARIES GUIDE CHANNEL. RIGHT 47 750104 SPACERS UARE 19 VARIES WALL ANGLE 48 770301 U -BOLT 3/8"-16 20 450150 SUPPORT BRACKET,LEFT 49 740103 NUT 3/8-16 21 450151 SUPPORT BRACKET RIGHT 50 420101 KEEPER PLATE EXTENDED 22 310101 AXLE SADDLE CASTING 51 420400 CHAIN 23 310103 AXLE CLAMP 52 420405 CHAIN KEEPER 24 310102 KEEPER PLATE 53 430106 STAY BRACE UPPER 25 730103 BOLT 3/8-24 x 3-1/2" 54 730713 SELF -DRILLING SCREW 1/4" x 1" 1261 740104 NUT 3/8-24 55 430300 CHAIN GUIDE 10-1-99 IMPORTANT REMARKS: DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD AT A LATER TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILTY ACCEPTED BY THE MANUFACTURER IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PERFECT OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING. NOTE: LEFT HAND SHOWN THROUGHOUT, RIGHT HAND OPPOSITE I STEP NO 1 - CHECK THE OPENING A. CHECK THE HEIGHT AND WIDTH OFTHE OPENING B. CHECK IF THE DOOR JAMBS ARE PLUMB. C. CHECK IF THE FLOOR AND HEADER ARE LEVEL. D. CHECK THE DIMENSION PANEL FOR SIDE ROOM AND HEAD ROOM REQUIREMENTS. (SEE DIAGRAM 6) STEP NO. 2 - INSTALL SUPPORT BRACKETS A. MARK THE HORIZONTAL (Al) & (A2) OF THE SUPPORT BRACKETS. (SEE DIAGRAM 6) B. MARK THE VERTICAL LOCATION OF THE SUPPORT BRACKETS BY USING THE "Y" DIMENSION. CHECK THE HEIGHT OF EACH BRACKET TO VERIFY THAT THE DOOR WILL BE PARALLEL TO THE FLOOR. THE DOOR MUST BE LEVEL. NOTE: VERIFY THE MINIMUM HEADROOM REQUIREMENT. DIMENSION "Z". IF INSUFFICIENT, LOWER THE BRACKETS & GUIDES UNTIL "Z" IS OBTAINED. C. DRILL HOLES AND FASTEN THE BRACKETS WITH THE FASTENERS PROVIDED. OR AS REQUIRED TO OBTAIN A SOLID MOUNTING. USE THROUGH BOLTS ON SOFT BRICK OR BLOCK. NOTE: FOR DOORS THAT COME WITH ROLLER CHAIN DRIVE ASSEMBLIES REFER TO SUPPLEMENT SHEET. DIAGRAM 6 CEILING O DOOR ASSEMBLY 2 X POOR SUPPORT BRACKETS - Y HEADER ISEE 3PENING -�AE OPENING A2 HEIGHT WIDTH CLEARANCE REQUIREMENTS OF DOOR OPENING HEIGHT X Y Z UP TO 8' 20" 9" 11" UP TO 14' 21" 10" 11" OVER 14' 23" 11" 12" OPERATION Al A2 ELECTRIC OPERATION 9" 6" CAST REDUCTION GEAR 10" 8" ALL REDUCTIONS ON DOORS 14' WIDE OR WIDER. 1p" 7" NOTE: PROVIDE ADEQUATE BACKING FOR BRACKET LOCATION. 10-1-99 STEP NO. 3 - INSTALL DOOR ASSEMBLY 1. SINGLE REDUCTION: SEE STEP NO. 3 OF SINGLE REDUCTION IN SUPPLEMENT SHEET. II. DOUBLE REDUCTION: SEE STEP NO. 3 OF DOUBLE REDUCTION IN SUPPLEMENT SHEET. III. CAST REDUCTION: FOLLOW THE STEPS BELOW. A. ASSEMBLE DRIVE REDUCTION AS FOLLOWS: 1. SLIDE ON SPACER WASHER (47). 2. SLIDE ON IDLER GEAR ASSY. (42). 3. SLIDE ON CHAIN SPROCKET ASSY. OVER IDLER GEAR TUBE. 4. SLIDE ON THE COLLAR (44) OVER IDLER GEAR TUBE AND ALIGN HOLES. 5. SECURE WITH 5/16" x 3" BOLT (45) AND 5/16" SELF LOCKING NUT (46). (SEE DIAGRAM 7) NOTE: KEEP IDLER GEAR AT A 10 OR 2 O'CLOCK POSITION (WITH THE BOTTOM ANGLE BEING AT 6 O'CLOCK). DIAGRAI SPROCKET 4 ASSY. IDLER GEAR TUBE B. LIFT THE DOOR ASSY UP ONTO THE DOOR SUPPORT BRACKETS. AS SHOWN IN DIAGRAM.8). PLACE THE SADDLE CASTING (22) UNDER THE AXLE. TAKE CARE TO CENTER THE DOOR IN THE OPENING. IF SIDEWAYS MOVEMENT IS NECESSARY, BE CERTAIN THE DOOR CURTAIN AND AXLE AND THE AXLE MOVE TOGETHER. C. POSITION THE DOOR AS INSTRUCTED IN THE CORRESPONDING DIAGRAM 8. D. INSTALL STAY BRACES (53) TO CHAIN GUIDE ASSY. (43) BY USING BOLT (35) WASHER (34), AND NUT (33). (SEE DIAGRAM 8) E. USE TEK SCREW (54) TO SECURE STAY BRACE TO SUPPORT BRACKET (20). STEP NO. 4 - AXLE HARDWARE 1. SINGLE REDUCTION: SEE STEP NO. 4 OF SINGLE REDUCTION IN SUPPLEMENT SHEET. II. DOUBLE REDUCTION: SEE STEP NO. 4 OF DOUBLE REDUCTION IN SUPPLEMENT SHEET. III. CAST REDUCTION: FOLLOW THE STEPS BELOW: A. DRIVE SIDE DOORS UNDER 20' WIDE AFTER PLACING AXLE SADDLE (22) UNDER AXLE, PLACE THE 2 AXLE CLAMPS AND EXTENDED KEEPER PLATE (50) ON TOP OF AXLE AS SHOWN. INSTALL 3/8" BOLTS (25), U -BOLT (48). LOCK WASHER (28) AND NUT (26) AS SHOWN. DO NOT TIGHTEN BOLTS. INSTALL STAY BRACE (53) TO CHAIN GUIDE (55) BY USING BOLT (35). WASHER (34), AND NUT (33). USE TEK SCREW (54) & WASHER (43) TO SECURE STAY BRACE (53) TO BRACKET (20). Q 54 20 4b 43 1,-, , 35 DIAGRAM e 53'l� i 50 DOORS 20' WIDE OR WIDER AFTER PLACING AXLE SADDLES (22) UNDER AXLE, PLACE THE 2 AXLE CLAMPS (23) & KEEPER PLATES (24) ON TOP OF AXLE AS SHOWN IN DIAGRAM 8A. INSTALL 3/8" VOLTS (25), LOCK WASHER (28) AND NUT (26). DO NOT TIGHTEN BOLTS. INSTALL STAY BRACE (53) TO CHAIN GUIDE (55) BY USING BOLT (35). WASHER (34), AND NUT (33). USE TEK SCREW (54) & WASHER (43) TO SECURE STAY BRACE (53) TO TOP BRACKET (20). DIAGRAM BA B. NON -DRIVE SIDE PERFORM THE FOLLOWING STEPS TWICE FOR DOUBLE BRACKETS.AFTER PLACING AXLESADDLE (22) UNDER AXLE, PLACE THEAXLE CLAMP (23) AND KEEPER PLATE (24) ON TOP. INSTALL 3/8" BOLTS (25). LOCK WASHERS (28). AND NUT (28). DO NOT TIGHTEN. REPEAT STEPS FOR DOUBLE BRACKET CONFIGURATION. (SEE DIAGRAM 9). 10-1-99 DIAGRAM 9 BRKT. BRKT. STEP NO. 5 - PRE -TENSION SPRINGS A. LOCATE AND SECURE CHAIN KEEPER (52) APPROX. 4'-0" ABOVE FLOOR. CAUTION: FAILURE TO SECURE CHAIN KEEPER OR, FAILURE TO SECURE BOTH LEADS OF THE HAND CHAIN TO THE CHAIN KEEPER MAY RESULT IN PROPERTY DAMAGE AND/OR INJURY. B. SCORE A HORIZONTAL LINE ON THE AXLE. THEN GRIP THE HAND CHAIN SECURELY AND PULL CHAIN SO THAT AXLE ONLY ROTATES TOWARD THE INSIDE OF THE OPENING. (SEE DIAGRAM 10). DO NOT ALLOW THE DOOR ASSY. TO SPIN. PLACE BETWEEN 1 TO 2 TURNS ON THE AXLE. SECURE BOTH LEADS OF THE HAND CHAIN ON THE CHAIN KEEPER. CHECK FOR PROPER ENGAGEMENT OF THE HAND CHAIN ON CHAIN KEEPER. DIAGRAM 10 DIAGRAM 10A TENSION C. IF THE DOOR IS HAND OPERATED, TENSION THE SPRINGS BY USING PIPE WRENCHES TO ROTATE THE AXLE BETWEEN 1 TO 2 TURNS. NOTE: YOU WILL REQUIRETWO PEOPLETO ADJUST DOOR TENSION SAFELY. (SEE FIGURE ABOVE - DIAGRAM 10A). WARNING: DO NOT RELEASE PIPE WRENCHES UNTIL AXLE CLAMPS ARE TIGHTENED SECURELY. D. TIGHTEN SECURELY BOTH AXLE CLAMPS. CAUTION: FAILURE TO SECURELY TIGHTEN BOTH AXLE CLAMPS WILL RESULT IN LOSS OF SPRING TENSION WHICH MAY CAUSE PROPERTY DAMAGE AND/OR INJURY. E WITH BOTTOM ANGLE IN THE DOWN POSITION SECURELY TAKE HOLD OF THE BOTTOM ANGLE. CUT THE BANDS AND SLOWLY BRING THE CURTAIN TO GROUND LEVEL. SECURE THE CHAIN ON THE CHAIN KEEPER. MAKE SURE THE CURTAIN IS STRAIGHT UP AND DOWN, FOR IT MAY SHIFT DURING TRANSPORTATION. IF THE CURTAIN HAS SHIFTED, LIGHTLY TAP ENDLOCKS WITH HAMMER UNTIL THE CURTAIN IS STRAIGHT. BRING THE CURTAIN BACK UP TO ABOUT 1/4 OPEN AND SECURE THE CHAIN ON THE CHAIN KEEPER. 6' 1 STEP NO. 6 - INSTALL DOOR STOPS SLIDEAND BOLT LOCKS DIAGRAM 11 A. INSTALL THE DOOR STOP (29) AND THESLIDE BOLT LOCK (30) TO THE BOTTOM ANGLE (9) ON EACH SIDE OF THE DOOR USING THE APPROPRIATE HARDWARE AS SHOWN. (SEE DIAGRAM 11). B. BRING DOOR BACK UP TO ABOUT ONE FOOT BELOW HEAD. SECURE CHAIN ON CHAIN KEEPER. STEP NO.7 - INSTALL DOOR GUIDES A. FIND THE GUIDE TYPE PROVIDED: 1 -PIECE, 2 -PIECE, 3 -PIECE, OR WINDLOCK. SELECT PROPER MOUNTING FOR STEEL, WOOD, OR CONCRETEAND NOTE THE CLEARANCE DIMENSIONS SHOWN IN DIAGRAM 2 THROUGH 5 ON THE FRONT PAGE. B. IF MOUNTING 2 -PIECE OR 3 -PIECE GUIDE TO CONCRETE. ASSEMBLE THE GUIDE PIECES AS SHOWN WITH THE FASTENERS PROVIDED. NEXT SLIDE GUIDE ASSEMBLY OVER ENDS OF THE CURTAIN SO THAT HEAD STOP IS ABOVE BOTTOM ANGLE. MAINTAIN THE CLEARANCE DIMENSIONS SHOWN IN DIAGRAM 4 OR 5. LOCATE POSITION OF TOP FASTENER ON WALL ANGLE AND INSTALL FASTENER. BRING CURTAIN DOWN TO 6" ABOVE FLOOR. LOCATE AND INSTALL BOTTOM FASTENER. THE GUIDE SHOULD BE PLUMB AT THIS POINT. LOCATE, DRILL, AND SECURE BALANCE OF FASTENERS. C. ALL GUIDE TYPES MOUNTING TO STEEL OR WOOD: INSTALL WALL ANGLE ONLY WITH FASTENERS PROVIDED ATTHE DIMENSION SHOWN IN DIAGRAM 4 OR 5. NEXT SLIDE CHANNEL OR INNER & OUTER ANGLES AT THE ENDS OF CURTAIN AS EXPLAINED ON STEP 7A. AND. INSTALL THEM TO THE WALL ANGLES WITH FASTENERS PROVIDED. NOTE: THE DOOR SHOULD MOVE UP AND DOWN EASILY. THERE SHOULD BE APPROX. THE CLEARANCES BETWEEN THE GUIDE AND THE CURTAIN AS SHOWN. USE ADJUSTMENT IN WALL ANGLE TO OBTAIN PROPER CLEARANCES. STEP NO. 8 - CHECK AND ADJUST BALANCE A. IF THE DOOR LOWERS EASILY AND RAISES HARD, MORE TENSION IS REQUIRED. IF THE DOOR LOWERS HARD AND RAISES EASILY, LESS TENSION IS REQUIRED. (SEE DIAGRAM 12) ASIA Door Corporation 10-1-99 CAUTION: BEFORE ADJUSTING THE SPRINGS, PULL THE DOOR INTO THE UP POSITION. B. SECURE THE DOOR IN THE UP POSITION BY ONEOF THE FOLLOWING METHODS: 1. TIE A ROPE AROUND THE DOOR ROLL 2. PLACE A CLAMP AT THE TOP OF THE GUIDE CHANNEL TO SECURE THE CURTAIN IN THE GUIDE CHANNEL. WARNING: WHEN THE AXLE CLAMPS ARE LOOSENED, THE SPRINGS WILL BE VERY STRONG. YOU WILL REQUIRE TWO PEOPLE TO ADJUST THE DOOR TENSION SAFELY. C. EACH PERSON SHOULD FIRMLY PLACE A LARGE PIPE WRENCH ON THE AXLE AS SHOWN IN DIAGRAM 12. LOOSEN THEAXLECLAMPS AND PULL DOWN FOR MORE TENSION AND UP FOR LESS TENSION. D. RETIGHTEN THE AXLE CLAMP HARDWARE. E. REPEAT THE ABOVE STEPS IF FURTHER ADJUSTMENT. IS NECESSARY. BEGINNING AT STEP 9A. LESS TENSION DIAGRAM 12 MORE TENSION TROUBLESHOOTING A. DOOR CURTAIN DRAGS IN GUIDES: 1. CHECK DOOR MOUNTING BRACKETS FOR LEVEL. 2. ADJUST LOCATION OF GUIDES. SEE DIAGRAMS 2-5. 3. DOOR DRUM ASSEMBLY MAY BE SET TOO CLOSE OR TOO FAR FROM WALL NOTE SLOTS FOR ADJUSTMENT. 4. ADJUST LEAD-IN BEND AT TOP OF GUIDES. B. DOOR DOES NOT CONTACT FLOOR LEVEL: 1. USE A SPIRIT LEVEL TO CHECK WHETHER THE DOOR OR THE FLOOR IS OUT OF LEVEL. 2. CHECK THAT AXLE IS LOCATED IN THE SAME POSITION IN THE SLOTS ON THE MOUNTING BRACKETS. 4255 McEver Industrial Drive, P.O. Box 420, Acworth, Georgia 30101 Office: (770) 974-2600 / Fax: (770) 974-1455 /s� a ASTA Door Corporation MODEL 300 COMMERCIAL SLAT DOOR SUPPLEMENT SHEET I. SINGLE REDUCTION NOTE: LEFT HAND SHOWN THROUGHOUT, RIGHT HAND OPPOSITE DIAGRAM 10 STEEL DIAGRAM ll 20 450150 ISUPPORT BRACKET, LEFT 22 310101 JAXLE SADDLE CASTING 23 310103 AXLE CLAMP 24 310102 KEEPER PLATE 25 730103 BOLT 3/8" — 24 X 3.1/2" 26 740104 NUT 3/8" — 24 271 750103 FLAT WASHER 3/8" CONCRETE & WOOD DIAGRAM 12 28 750203 1 LOCK WASHER 3/8" 49 740103 NUT 3/8" — 16 55 VARIES SINGLE SUPPORT BRACKET ASSY. 57 VARIES SINGLE REDUCTION DRIVE 58 730106 SCREW HEX HD CAP 3/8" — 16 X 1.25PL 59 440004 #41 CHAIN 110 PITCHES 60 760101 3/8" X 1.7/8" MASONRY ANCHOR RAW STEP NO. 3 — DOOR & AXLE ASSEMBLY A. LIFT THE DOOR ASSY. UP ONTO THE DOOR SUPPORT BRACKETS AS SHOWN IN DIAGRAM 10. B. PERFORM THE FOLLOWING STEP FOR BOTH SIDES: AFTER PLACING AXLE SADDLE (22) UNDER AXLE, PLACE THE AXLE CLAMP PLATE (23) & KEEPER PLATE (24) ON TOP. INSTALL 3/8" BOLTS (25), LOCK WASHERS (24) & NUT (26) (SEE DIAGRAM 10). NOTE DO NOT TIGHTEN HARDWARE UNTIL INSTRUCTED. STEEL MOUNT STEP NO. 4 — INSTALL REDUCTION DRIVE A. AS SHOWN IN DIAGRAM 11. MOUNT REDUCTION DRIVE (57) BY USING 3/8" SCREW (58), WASHER (27), LOCK WASHER (28) & NUT (49). DO NOT TIGHTEN HARDWARE. B. INSTALL CHAIN #41 (59) ON CURTAIN SPROCKET TO ALIGN SPROCKET OF REDUCTION DRIVE. TIGHTEN HARDWARE. CONTINUE STEP NO. 5 IN INSTALLATION INSTRUCTION 10-1-99 CONCRETE & WOOD MOUNT STEP NO. 4 — INSTALL REDUCTION DRIVE A. FOLLOW DIAGRAM 12 TO INSTALL CHAIN #41 (59) ON CURTAIN SPROCKET TO ALIGN SPROCKET OF REDUCTION DRIVE (USE ALL 110 PITCHES). DO NOT TIGHTEN HARDWARE. B. FASTEN THE REDUCTION DRIVE TO CONCRETE BY USING 3/8" ANCHOR (60). DO NOT TIGHTEN HARDWARE ADJUST REDUCTION DRIVE UP OR DOWN IF NEEDED TENSION CHAIN #41 (59). TIGHTEN HARDWARE. CONTINUE STEP NO.5 IN INSTALLATION INSTRUCTION I INSPECTION: • Check all fasteners for looseness. • Check for damaged bottom bar, damaged slats/sheets. • Check for dirty guides. • Roller chain drives may require annual chain tension adjustment if excessive chain stretch occurs. LUBRICATION: • Roller chain drives should be lubricated at least twice a year with SAE 30 -weight oil. PAINTING: • Check all non -lubricated steel surfaces and repaint as necessary to prevent rust. ELECTRIC OPERATION: WARNING: Before gunning a routine maintenance check up, make sure the POWER is OFF. • No lubrication is required for motor bearings. Motor bearings are designed for continuous operation. • Roller chain may require annual chain tension adjustment if excessive chain stretch occurs. • Roller chain should be lubricated at least twice a year with SAE 30 -weight oil. • Belt driven motors need to have the clutch checked every 6 months and adjusting is needed. Tighten the clutch just enough to operate without slipping. NOTE: DOOR WITH HIGH CYCLE OPERATION SHOULD BE MAINTAINED MORE FREQUENTLY. WE RECOAMEND THAT A QUALIFIED DOOR SERVICE TECHNUCIAN SHOULD BE CONTACTED WHEN: • CHAIN HOIST PULL EXCEEDS 30 POUNDS. • CURTAIN BECOMES UNBALANCED. • ANY PART HAS BEEN DAMAGED OR BROKEN. • EXCESSIVE OR UNUSUAL WEAR IS OBSERVED ON SPROCKETS OR GEARS. • EXCESSIVE OR UNUSUAL WEAR IS OBSERVED AT THE GUIDES OR ON THE CURTAIN. • ANY OTHER PROBLEM SHOULD ARISE THAT AFFECTS THE NORMAL OPERATION OF THE DOORS. • ANY UNUSUAL PROBLEMS OBSERVED DUE TO ELECTRIC OPERATORS. i '30, 6, 7 s. x �Vj I -0-Tn Eli KOS, W KIM; ASIA Door NkWd 324_(24 gauge] Commercial Rolling Slat Door is produced with the highest quality and durability in the industry. The Model 324 consist of 3" 24 gauge slats with a flat or curved slat profile. The Model 324 has three finish options - White Topcoat, Prime Gray, or Galvanized. The Model 324 is available in sizes up to 16 x 16 or 20 x 12. Standard features include 4.1 reduction gear chain hoist, 13 gauge galvanized guides, and a structural steel bottom bar with weatherseal. The Model 324 is the perfect choice for commercial and industrial applications. Standard Futures; 3fata 11) ::. 24 gaugagalvaruzed sted cold roll formed in continuous tengths. Galvanized adding to A.STM A653-GSO and finished With Naked epoxy primer• W, W/br . baked polyester :top. c:oaw Endiocks (2).... Eech end of atteinate slam to be feted.with wdockg.to provide e.weamg. surface in the, guides and to maintain slat. a5gnment. Fastened with VW rivete. Bottom Barr (3)-Dirtein to be•rehfor 4 with `abottom bar consisting of a 2` x;1 v?' Ve- thick structural steel `angle.u4itfi ERD.W asttagsl fondotxs up to 14 ; wide otherwise 2` x 2`z Wff mninum thickness strucoxal steel angle . I la'tain Lorin (A ... Hardened'gaivanaed steel slide bolts attached to bottom angle suitaty for pafteki sg. Wedgy by others) Crum Asserowy (5) _Drum to be footled w ,,h 24 gauge galvanized steel sheet rolled aroi and attached to Stamped galvanized steel drums to restrict deflection tc -:03' per foot of door width 1 Springs to be temipered' grease packed fielical torsion type designed to t yde :12500 tune@. with an overlied factor of 250/cSprings are to be mounted bn a 17 black steel pare of mr.:mum s6hiW le.40 th)ckness, End Bearings_to be self :ubrcating ball bearings. Gullies (6)_ To be evil fonned 13 gauge gaWrizad ated cbannelsap to 14 wide bthervi 12 gauge galvenized steel dtarvteis. Operatiorf (7) .- 4.1 reduction gwr-clnin hoist atandard foralt.sim • Steel Mowsd5rig Plates - For lateral jamb extensor+. to provide door support. • Electric Operation - Easy.: fast motorized operation at a push of a button • Top Draft Stop - To sec tig! : at the header to reduce air filtration • GLE& Weotherawl - One piece vinyl vienihersed attuched to door guide an the non-k sale: (Brush seal with retainer available upon request) • Vision Panals - 5' x 3a: cutout spaced approximately 3" apart and covered ' with clear Lexan: • Insulation,fnon-steel book) - 3.a' tufcnte polyether w-ethane foam strips adhered - - • wiii. i> =htY �dF�eC4? {""Sp, ez.tn 4fi wi10tYxtfa hh r E4l.' K tr-e ASIA process Is designed to g+ve a ;pager 1if g,. vv-th less maintenance and much batter rot ;mn acar ist the elorne is s,.;&, as ,.n•eather and dust. Dur natrpd produces ;ne of the b?ast systems in our industry tri a hx-ger last.ng and snore r:anterance freesh 0;;r syst: rr procuces one of the thickest ton scat fishes in. air irtidu :try. �g - Sir ROOM REQUIREMENTS r. i r • ASM Door Co, pe ratagn remer:es the !;girt to change e igine-er,,ing srserrfir;&6Ijrrs with y-11; pr:'Dr 17COr , Nustratiini s shown are fcv general r eferEnce and shau!d be ve,7fad for cors✓ uctvn p: ,r qw..s. Consult customer se,—vice.:.r vfsx Py' vviJs:te for heart rwrn Uearanr_= rc4Uire,P,e its. Page 1 of 2 • • • • o o' `` Locations dustrial Drive PO Box 420 Acworth, GA 3010t (770) 974-2600 Toll Free (800) 423-0659 FAX (770) 974-1455 �p��_F�,@�'y Y���Yy}�e�7 Ei ti] ® '�y�Y{��] �,(�{�'JY Viiw� `�7V np S 2 �.�W1Y•P^. ry - - _.:K7n. �. !! ft+fRf .. AY.. MJ vj-: l t 1,_ YA,.� raacucs f.. ..:*v C .4. Ord Commercial Slat Door - 324 ^ Doors Series SPECIFICATIONS _ SERIES 200! » SHOP DRAWING SERIES 300 SERIES 4001 * INSTALLATION SERIES 6001 cr r » COLOR CHART ` NOTE 7 = E> POWDERCOAT I0 Most documents on this site are in Y = WINDLOAD INFO -. PDF format. If you do not have 1;tt » ELECTRIC OPERATORS Adobe Reader® (the browser plug - MEDIUM DUTY in that allows you to view PDFs) you HEAVY DUTY can click on the Icon to the left to » CLEARENCE REQS Install it. Commercial Slat Door - 322 SPECIFICATIONS t » SHOP DRAWING I» INSTALLATION s* COLOR CHART POWDERCOAT j* WINDLOAD INFO !� "n '» ELECTRIC OPERATORS MEDIUM DUTY HEAVY DUTY '�D CtEARENCE.REQS Commercial Slat Door - 320 r. ceFrTFrreirnN /'01"\ http://www.astadoor.com/products/doors.asp?series=300 1/29/2009 ASTA DOOR /1014\ CORPORATION Model 324 - Commercial Slat Door / 24 Gauge 1.01 DESCRIPTION A. Type: Standard Commercial Slat Doors to be manufactured by Asta Door Corporation. B. Operation: to be chain hoist operated using gear reduction. C. Mounting: to be interior face mounted on a prepared opening. 1.02 RELATED WORK A. Opening preparation, access panels, finish or field painting are in the scope of the work of other sections or trades. 2.01 CURTAIN A. Slats: 24 gauge galvanized steel cold roll formed in continuous lengths. Galvanized according to A.S.T.M. A653- /401� G90* and finished with baked epoxy primer and baked polyester top coat. B. Endlocks: each end of alternate slats to be fitted with endlocks to provide a wearing surface in the guides and to maintain slat alignment. Fastened with 1/4" rivets. C. Windload: Door construction designed to satisfy windload of 20 psf (0.96 KPA) or 90 mph (145 KPH) on sizes up to and including 14'-0" x 14'-0" (4267mm x 4267mm). Consult factory for higher Windloads up to 14'0"x 14' 0" or for Wrndloads on larger sizes. D. Bottom Bar: curtain to be reinforced with a bottom bar consisting of a 2" x 2" x 1/8" (50.8mm x 50.8mm x 3.18mm) thick structural steel angle with E.P.D.M. astragal for doors up to 14' wide, otherwise 3/16" minimum thickness structural steel angle. 2.02 DRUM ASSEMBLY A. Drum: to be formed with 24 gauge galvanized steel sheet rolled around and attached to stamped galvanized steel drums to restrict deflection to .03" per foot (2.5mm/m) of door width. B. Springs: to be oil tempered, grease packed helical torsion type designed to cycle 12,500 times with an overload factor of 25%. Springs are to be mounted on a 1" (25.4mm) black steel pipe of minimum Schedule 40. C. End Bearings: to be self lubricating ball bearings. 2.03 SUPPORT BRACKETS A. Support Brackets: to be 3/16" (4.76mm) thick steel angles and a 1/4" (6.35mm) thick steel diagonal brace welded in a triangular form to support ends of drum assembly. 2.04 OPERATION A. Drive: to be cast iron reduction or roller chain reduction. B. Hand Chain: to be galvanized machine link. Pull not to exceed 35 lbs. (156 N). 2.05 GUIDE ASSEMBLY A. Guides: to be roll formed 14 gauge galvanized steel channels. B. Guide Depth: to provide slat penetration adequate to satisfy specified windloading. 2.06 LOCKING A. Hand Chain Lock: bracket, to be mounted on guide angle or wall. B. Curtain Lock: hardened galvanized steel slide bolts attached to bottom angle suitable for padlocking. (padlock by others) 2.07 FINISH A. Ungalvanized Surfaces: to be shop coated with rust reducing black prime paint. 3.01 INSTALLATION A. Installation: to be by Asta Door Corporation authorized representative according to Asta Door Corporation standards and instructions. * ASTM A653 is the new designation of ASTM A527. CS -1 / USE 112"• 16 X I. 114" HEX HEAD BOLTS. USE Ill" X 3' HEX NUT SLEEVE ANCHORS --•-/ (EXPANSION BOLTSI. / ._.................... ....... _..._. _..._.." ............._...__14....- ... :....__._.......:_.._.._._....._.._.............._......_--- ._....._...._..._..........._.._......_._......_..._.....__._...._...._ 24.22 OR 20 GAUGE GALVANIZED STEEL. GALVANIZED ACCORDING TO A.S.T.M. A653 -G90 AND FINISHED WITH BAKED EPDXY PRIMER AND/OR BAKED POLYESTER TOP COAT. (SEE NOTE I) HEAD STOP 24" TYP. 8' INTERIOR ELEVATION / SIDE ELEVATION FOR STEEL JAMBS, USE 3181'-I6 X 1.114' FOR CONCRETE JAMB. USE 12 X 2.114' SELF DRILLING SCREW AND FASTENER EXPANSION BOLTS WITH 1.1/2- MINIMUM 3' FROM FLOOR AND SPACED AT 12 "ON EMBEDMENT AND FASTENED 3' FROM FLOOR CENTER THEREAFTER. AND SPACED AT 12" ON CENTER THEREAFTER. 0' 3,114' 4.314. 10 GAUGE MINIMUM THICKNESS 5 USE 3/8'•16 X 1,114' BOLTS FASTENED 3" FROM FLOOR AND SPACED AT 12' ON CENTER THEREAFTER.-�` 12"X12 "COLD ROLLED TYP. 1 12 3.7rB -- _ STEEL BAR. _ , I GAP NOT TO \ USE TWO 1/4' POP RIVET6 PER ENDLOCK / L 3" X 3" X I M" TYP. EXCEED 1.12' PER SIDE ON ALTERNATING SLATS 2. 1/2' X 2- X 3/ 15" TYP. 3"X 3' X 1/4' TYP. (SEE NOTE 2) .712" 1/4 1.610' IXXN CIlS11AINh GOT TOAI ANGLE .51$ 2'X2-X",IT ~� 3/4' STDUCIUAAL STEEL ANGLE IN' Nc WAGNER \:� A m,:.GA3Dd0e1dAl Drive Sr14'.IB N[% NUT � �� �y �� � AGWOfIh, GA 30101 2.8.1' x moo'x. ASTA Odor Corporo2lon PhOro. (770) 974.26001 Fax: 17701974-1455 114'.20%1.114• Web S4e: vnm.0ata4nr.cQn 10 HEAD STOP 1fN2SENEADSCi1FYl. o ? DI l7 — Sr32 300 Series Commercial Slat Door 11f1 C1IY � �• o• Imo --$(10- .4f —►I 6" r .h c (�, � SLIDF BOL 1 LOCK ,•i N ; G� " / TEST SIZE DE610N PRESSURE TEST PRESSURE '� + 40.0 + so.o 4r 16'0' WIDE x 7'0' HIGH FLAT SLAT 24.22 OR 20 GA. ✓ Il4' LOCK WNUTI:N q / p 37.0 55.0 `- lu'�20 NEN "Cl. NUT MATERIAL: CAST IRON ONE LOCK LOCATED AT EACH j'T% P MAXIMUTASIZE 20" WIDE x 21A"HIGH END Or CURTAIN. WINDLOCK MODELS TEST LOCATION SLIDE BOLT LOCK QUE: V.4s CERTTFIED TESTM LABORATORIES BOTTOM�e TOLERAN B 324 - 24 GAUGE 7252 NARCOOSEE ROAD FRACTION . A Irf2 ORLANDO, FL 32022 NOTES: x - .-w2 322 - 22 GAUGE .XX. ..015 REFERENCE 1. STEEL USED FOR SLATS IS ASTM -A853 WITH A MINIMUM YIELD 320 - 20 GAUGE CIL TEST REPom r6yByy STRENGTH OF 50 KSI AND TENSILE STRENGTH OF 65 KSI, (GRADE 50) -XXX . A .005 < c 5 UVAI.UAIION RI:PORT Ni14-07-0005 2. GUIDES COMPOSED OF STRUCTURAL STEEL ANGLES. (.1 B75' MIN. THICKNESS) INIANM 0Y: JCF ISSUE:5 Y:4r DO NOT 6CAI.FOMWIN[i IMAWWD.607:L"F S/1EF.T1OF7 r p_ Width y Design Door AM -1h, GA 30101 WcltRond [`� II If Poe Neu h4odol W W TEST DOOR: 16' WIDE X 7' HIGH, DESIGN WINDLOAD+4D/-37 PSF STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-02 1w Psi TEST 312E in 16 x 7 Teal Door 16 40 37 324 0.022 Calibration ca1CulaWns for teal door Comparalln forma by uIculallon to dotennlne maxlmnm das(gn possum Lt.. emr 54a 38.4 8 x 21 8 118.1 111.1 324 0,022 9 x 21 9 118.1 111.1 324 0.022 10 x 21 10 95.3 89.3 324 0,022 11 x 21 11 79.0 73.8 324 0.022 12 x 21 12 67.0 62,4 324 0.022 13 x 21 13 67.8 53.7 324 0.022 14 x 21 14 50.5 46.9 324 0.022 15 x 21 15 44.7 41.4 324 0.022 16 x 21 16 40.0 37.0 324 0.022 17 x 21 17 36.1 33.3 324 0.022 18 x 21 18 32.7 30.2 324 0.022 19 x 21 19 29.9 27.6 324 0.022 20 x 21 20 27.5 25.3 324 0.022 Wpllh *&4i Doe AM -1h, GA 30101 Arkaond [`� II 11 Poi 1`}09 mom 9000 TEST DOOR: 16' WIDE X 7' HIGH, DESIGN WINDLOAD+4D/-37 PSF STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-02 PSI pal TEST 312E In 16 If 7 Teal Door 16 40 37 324 0.022 Atgualed W 41.4 38.4 322 0.029 Calibration ea lculalloom for 0dpl51od last door Comparativo forma by calculatlan to delormine maxlmum daslgn presaura Ata. Daae a. 39.7 8 x 21 6 128.5 121.5 322 0.020 9 x 21 9 128.5 121.5 322 01029 10 x 21 10 102.5 96.5 322 0.029 11 Y21 If 84.2 79.0 322 0.029 12 It 21 12 70.8 66.2 322 0.029 13 x 21 13 60.7 566 322 0.029 14 x 21 W 52.6 49.1 322 0.029 15 x 21 Is 46.5 43.2 322 0.020 16 x 21 16 41.4 38.4 322 0.029 17 x 21 17 37.2 34.5 322 0.029 18 x 21 18 33.7 31.2 322 0.029 19 x 21 19 30.7 28.4 322 0.029 20 x 21 1 20 1 26.1 1 26.0 1 322 1 0.029 dth *&4i Door AM -1h, GA 30101 1/V d [`� II Po 4 Model I 0+ ROLLING STEEL SLAT DOOR (FLAT SLAT) TEST DOOR: 16' WIDE X 7' HIGH, DESIGN WINDLOAD+4D/-37 PSF STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-02 PN PSINag f� TEST 312E In l6 x 7 16 40 37 324 0.022 Test Door MAXIMUM 612E 2O' WIDE x 21.0' HIGH TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR. Adplslod 16 42.7 39.7 1 320 0.036 Caatxation CaicultilimS for 84LISled tont door Comparsdv0 Porus by calculation to dottinnine maximum design pressuro IA. Dom 5va TOLERANCES FRACTION -• 1132 8 x 21 8 138.3 131.3 320 0.036 9 x 21 9 138.3 131.3 320 0.036 10 x 21 10 109.3 103.3 320 0.036 11 x 21 11 80.1 83,3 320 0.036 12 x 21 12 74.4 69.6 320 0.036 13 x 21 13 63.4 59.3 320 0.036 14 x 21 14 54.8 51.2 320 0.036 15 x 21 16 48.1 44.8 320 0.036 16 x 21 16 42.7 30.7 320 0.036 17 x 21 17 38.3 35.5 320 0.036 18 x 21 18 34.5 32.0 320 0.036 19 x 21 19 31.4 20.1 320 0.036 20 x 21 20 1 28.7 1 26.5 1 320 0.036 4255 WEver Irxlusbtn! Di" GENERIC NOTES: AM -1h, GA 30101 SUMMARY OF CATENARY FORCES FOR ALTERNATIVE DOORSAsrA Door Coroamuua Phoi'a (770) 074.26M1 Fax; (770) 974-1455 COMPARED TO CERTIFIED TESTING LABORATORIES REPORT NO,: CTLA-689W, DATED 4/10101 4 Wob SIi0.'A%9 .aaladonr corn 300 Series Commercial Slat Door ROLLING STEEL SLAT DOOR (FLAT SLAT) TEST DOOR: 16' WIDE X 7' HIGH, DESIGN WINDLOAD+4D/-37 PSF STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-02 E y;' �/n.J•', TEST 312E DE816N PRESSURE TEST PRESSURE = o • 16'0' WIDE x 7'0' HIGH +40.0 -37.0 +60.0 - 55.0 DESIGN WIND FORCES ARE CALCULATED TO PRODUCE CATENARY FORCES AT THE GUIDES EQUAL MAXIMUM 612E 2O' WIDE x 21.0' HIGH TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR. .''A(AQP r�•• MODELS TEST LOCATION 9 3 4n V4I1 ES THIS INDICATES THAT THE CURTAIN, WINDLOCKS, WINDLOCK CONNECTIONS, GUIDE ANGLES, AND JAMB 324 24 GAUGE CERRFIED TLSTWG LADORATUNE6 7252 NARCOOSEF ROAD TOLERANCES FRACTION -• 1132 ANCHORAGES WILL ALL BE STRESSED TO APPROXIMATELY THE SAME AS THOSE IN THE TEST DOOR, - ORI ANIX). FL 32022 PROVIDED THAT THE DOOR IS CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS. 322 - 22 GAUGE X - 1.032 .XX : M15 320.20 GAUGE REFERENCE CTL TEST REPORT x .XXX .:.Dos i : 5 EVALUATION REPORTT #E rER-07A005 OFIAWN BY: JCF w NOT sc.us oAAi a RRA%Nunn cart? 4YnF %RFFI ? OF ? ISSU[: SIS -07 Joseph H. Dixon, Jr. RF- FL No. 7768 Evaluation Report- ER -07-0005-R1 October 28, 2008 • Calculations for Maximum Design Windload for Model 418C, 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 622, 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 620, 8' to 24' wide, May 5, 2007 �...,� • Calculations for Maximum Design Windload for Model 618, 8' to 24' wide, May 5, 2007 • Calculations for Maximum Design Windload for Madel 233, 8' to 20' wide, May 5, 2007 • Calculations for Maximum Design Windload for Model 203, 8' to 20' wide, May 5, 2007 TABLE 1 Allowable Transverse Design Wind Loads (psi) fl� / . FWFidtih Max - Door Height $ Model 203 Model 233 Model 324 Model 322 Model 320 8 21 +/-113.1 +/-95.9 +1I8.1 /-111.1 +128.5/-121.5 +138.31-131.3 9 21 +/-91.4 +/-95.9 +118.1 / -111.1 +128.5 /-121.5 +138.3 / -131.3 10 21 +1-76.0 +/-80.1 +95.3 /-89.3 +102.5 /-96.5 +109.3 / -103.3 11 21 +/-64.6 +/- 68.4 +79.0 / -73.8 +842 /-79.0 +89.1 /-83.9 12 21 +1-55.8 +/-59.3 +67.0/ -62.4 +70.8/-662 +74.4 /-69.8 13 21 +/-48.9 +/-52.1 +57.8 /-53.7 +60.7/-56.6 +63.4/-59. 14 21 +1-43.3 +/-46.3 +50.5 /-46.9 +52.8 / -49.1 +54.8 /-51.2 15 16 17 21 21- 21 +/-38.8 +/-31.8 +1-41.5 +/-34.1 +44.7/-41.4 +36.1 / -33.3 +46.5 / -432 +41-.4/ 48.4 +372/-34.5 +48.1 /-44.8 +42.7 / -39.7 +38.3 / -355 18 21 +/-29.1 +/-31.2 +32.7 /-30-2 +33.7 / -31.2 +34.5 /-32.0 19 21 +/-26.7 +/-28.7 +29.9 /-27.6 +30.7 / -28.4 +31.4 / -29.1 20 21 +/-24.6 +/-26.5 +27.5 / -25.3 +28.11-26.0 +28.7 /-26.5 Design values used for the tests are shown in the box at 16 & width. Maximum test load was 150% of design load. All widths for any model have the same guides and anchorage as the 16' wide test door of that model. Models 322 and 320 have the same guides and anchorage as the 16' wide Model 324. All doors shown have a design slip of %4" each side. Page 7 of I 1 C-TowWting lientlA=U8064 Eva] Report ER-07-M-Rl.doc WWVV -. c. . EMIL Joseph H. Mron, Jr. AE FL No. 7768 Evaluation Report: ER -07-0005-111 October 28, 2008 TABLE 2 Allowable Transverse Design Wind Loads (psfl Max. Door Width (ft) Max. Door Height ft Model 424F Model 422F Model 42OF Model 418F 8 21 +/-105.3 +/-112.5 +/-119.3 +/-127.6 9 21 +/-105.3 +/-112.5 +/-119.3 +/-127.6 10 21 +/-105.3 +/-112.5 +/-119.3 +/-127.6 11 21 +/-87.7 +/-92.9 +/-97.8 +/-103.7 12 21 +/-74.6 +/-78.5 +/-82.0 +/-86.4 13 21 +/-64.6 +/-67-5 +/-70.2 +/-73.5 14 21 +/-56.6 +/-58.9 +/-60.9 +/-64.5 15 21 +1-502 +/-52.0 +/-53.6 +/-55.6 16 21 NNINN +/- 46A +/-47.7 +/-49.3 17 21 +/-40.7 +/-41.8 +/-42.8 +/-44.1 18 21 +/-36.9 +/-37.9 +/-38.7 +/-39.8 19 21 +1-33.8 +/-34.6 +/-35.3 +/-36.1 20 21 +/-31.1 +/-31.7 +/-32.3 +/-33-0 21 21 +/-28.7 +/-29.2 +/-29.7 +1-30-3 22 21 +/-26.6 +/-27.1 +/-27.5 +/-28.0 23 21 +/-24.8 +/-25.2 +/-2.5.5 +/- 26.0 24 21 +/-23-2 +/-23.5 +/-23.8 +/-24.2 Design values used for the test are shown in the box at 16 ft. width. Maximum test load was 15001a of design load. All widths for any model have the same guides and anchorage as the 16' wide test door of that model. Models 422F, 420F, and 418F have the same guides and anchorage as the 16' wide Model 424F. All doors shown have a design slip of 1/4" each side. C:W-==IftXClientWM\28064 Eval Report ER-07-0005-Ftl.doc Page 8 of 11 Joseph K Dixon, Jr. AE FL No. 7768 Evaluation Report: ER -07 -0005 -RI October 28, 2008 TABLE 3 Allowable Transverse Design Wind Loads (psl) Max. Door Width 00 Max. Door Height ft Model 424C Model 422C Model 420C Model 418C 8 21 +/-110.9 +/-118.2 +/-124.5 +/-132.2 9 21 +/-87.4 +/-92.3 +/-96.5 +/-101.6 10 21 +/-71.3 +/-74.6 +/-77.6 +/-81.2 11 21 +/-59.7 +/-62.0 +/-64.2 +1-66.7 12 21 +/-50.9 +/-52.7 +/-54.3 +/-56.2 13 21 +/-44-2 +1-45.5 +/-46.7 +/-48.1 14 21 +/-38.9 +/-39.9 +/-40.8 +/-41.9 15 21 +/-34.5 +/- 35.3 +/-36.0 +/-36.9 16 21 N§NjM +/-31.6 +/-32.2 +/-32.9 17 21 +/-28.0 +/-28.5 +/-29.0 +/-29.6 18 21 +/-25.5 +/-25.9 +/-26.3 +/-26.8 19 21 +/-23.3 +/-23.6 +/-24.0 +/-24.4 20 21 +/-21.5 +/-21.7 +/-22.0 +/-22.4 21 21 +/-19.8 +/-20.1 +/-203 +/-20.6 22 21 +/-18.4 +/-18.6 +/-18.8 +/-19.1 23 21 +/-17.2 +/-17.3 +/-17.5 +/-117.7 24 21 +/-16.0 +/-162 +/-163 +/-16.5 Design values used for the test are shown in the box at 16 & width. Maximum test load was 150% of design load. All widths for any model have the same guides and anchorage as the 16' wide test door of that model. Models 422C, 420C, and 418C have the same guides and anchorage as the 16' wide Model 424C. All doors shown have a design slip of 1/4" each side. ri�;;.M aye Page 9 of 1 I �e CAConw1ting\C1imtWsMV8064 Eva] Report ER-07-0005-Rl.doe e"N Joseph H. Dixon, Jr. AE FL No 7768 Evaluation Report: ER -074005-R1 October 28, 2008 TABLE 4 Allowable Transverse Design Wind Loads (psf) Max. Door Width (ft) Max. Door Height ft Model 622 Model 620 Model 618 8 24 +/-178.9 +/-187.7 +/-198.8 9 24 +/-141.1 +/-147.7 +/-154.3 10 24 +1-115.1 +/-119.1 +/-124.2 11 24 +/-96.3 +/-99.2 +/-102.9 12 24 +/-82.2 +/-84.3 +/-87.1 13 24 +/-71.3 +/-72.9 +/-75.0 i4 24 +/-62.7 +/-63.9 +1-65.5 15 24 +/-55.7 +/-56.7 +/-57.9 16 24 RUM= +/-50.8 +/-51.8 17 24 +/-45.2 +/-45.9 +/-46.7 18 24 +/-41.2 +/-41.7 +/-42.4 19 24 +/-37.7 +/-38.1 +/-38.7 20 24 +/-34.7 +/-35.0 +/-35.5 21 24 +/-32.1 +/-32.4 +/-32.8 22 24 +/-29.8 +/-30.0 +/-30.4 23 24 +/-27.7 +/-28.0 +/-28.2 24 24 +/-25.9 +/-26.1 +/-26.4 Design values used for the test are shown in the box at 16 ft. width. Maximum test load was 150% of design load. All widths for any model have the same guides and anchorage as the 16' wide test door of that model. Models 620, and 618 have the same guides and anchorage as the 16' wide Model 622. All doors shown have a design slip of 1/4" each side. CAConsuldnglCU=0AsMM064 Eval Report ER-07-0005-Rl.doc Page 10 of 11 Joseph H. Dixon, Jr. AF- FL Na 7768 Evaluation Report: ER -07-0005-R1 October 28, 2008 Installation Requirements: Installation requirements are described in ASTA Door Corporation Installation Instructions as follows: • Models: 201, 202, 203, 204, 205, 211, 231, 232, 233, 234, and 235,4 pages, sealed 6/01/07 • Model: 300 (324, 322, 320) Commercial Slat Door, 5 pages, dated 10-1-99, sealed 6/01/07 • Model: 400/600 (424F, 422F, 420F, 418F, 424C, 422C, 424C, 418C, 622, 620, 618) Heavy duty Rolling Steel Service Door, 6 pages, dated 10-1-99, sealed 6/01/07 Limitations and Conditions of use: The use of the door is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the 2007 Florida Building Code, do not exceed the rated design wind loads of the door as shown in the above Tables. The maximum width and height limitations for each style are shown in Tables 1, 2, 3, and 4. Door manufacturing is limited to those plants that have met the Florida Building Code 2007 Product Approval quality assurance requirements. Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors are to be installed in accordance with the installation instructions referenced above. The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone. Certification of Independence: I, Joseph H. Dixon, Jr., certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for which I have issued reports. Page 11 of 11 C:�CaQsult�glClieaflAsta�28064 Eval RcpW ER-W-M-Rl.doc Joseph H. Dixon, —'•i is w� ASTA DOOR CORPORATION Model 324 - Commercial Slat Door / 24 Gauge 1.01 DESCRIPTION A. Type: Standard Commercial Slat Doors to be manufactured by Asta Door Corporation. B. Operation: to be chain hoist operated using gear reduction. C. Mounting: to be interior face mounted on a prepared opening. 1.02 RELATED WORK A. Opening preparation, access panels, finish or field painting are in the scope of the work of other sections or trades. 2.01 CURTAIN A. Slats: 24 gauge galvanized steel cold roll formed in continuous lengths. Galvanized according to A.S.T.M. A653 - G90• and finished with baked epoxy primer and baked f'1D� polyester top coat B. Endlocks: each end of alternate slats to be fitted with endlocks to provide a wearing surface in the guides and to maintain slat alignment. Fastened with 1/4" rivets. C. Windload: Door construction designed to satisfy windload of 20 psf (0.96 KPA) or 90 mph (145 KPH) on sizes up to and including 14'-0" x 14'-0" (4267mm x 4267mm). Consult factory for higher Wrndloads up to 14'0"x 14' 0" or for Wrnd/oads on lager sizes. D. Bottom Bar. curtain to be reinforced with a bottom bar consisting of a 2" x 2" x 1/8" (50.8mm x 50.8mm x 3.18mm) thick structural steel angle with E.P.D.M. astragal for doors up to 14' wide, otherwise 3/16° minimum thickness structural steel angle. 2.02 DRUM ASSEMBLY A. Drum: to be formed with 24 gauge galvanized steel sheet rolled around and attached to stamped galvanized steel drums to restrict deflection to .03" per foot (2.5mm/m) of door width. B. Springs: to be oil tempered, grease packed helical torsion type designed to cycle 12,500 times with an overload factor of 25%. Springs are to be mounted on a 1" (25.4mm) black steel pipe of minimum Schedule 40. C. End Bearings: to be self lubricating ball bearings. 2.03 SUPPORT BRACKETS A. Support Brackets: to be 3/16" (4.76mm) thick steel angles and a 1/4" (6.35mm) thick steel diagonal brace welded in a triangular form to support ends of drum assembly. 2.04 OPERATION A. Drive: to be cast iron reduction or roller chain reduction. B. Hand Chain: to be galvanized machine link. Pull not to exceed 35 lbs. (156 N). 2.05 GUIDE ASSEMBLY A. Guides: to be roll formed 14 gauge galvanized steel channels. B. Guide Depth: to provide slat penetration adequate to satisfy specified windloading. 2.06 LOCKING A. Hand Chain Lock: bracket, to be mounted on guide angle or wall. B. Curtain Lock: hardened galvanized steel slide bolts attached to bottom angle suitable for padlocking. (padlock by others) 2.07 FINISH A. Ungalvanized Surfaces: to be shop coated with rust reducing black prime paint 3.01 INSTALLATION A. Installation: to be by Asta Door Corporation authorized representative according to Asta Door Corporation standards and instructions. ` ASTM A653 is the new designation of ASTM A527. �� 0 CS -1 Page 1 of 1 Windload Blowout/Replacement Policy _ It is the responsibility of the installing Asta Door Corporation Dealer to obtain all pertinent information regarding a blown out door, so Asta can determine whether there was product failure, or if wind gust exceeded the windload specified for the particular door in question. 1. Your initial contact should be with Asta Customer Service Department. 2. Provide pictures of the inside and outside of the door showing guides and fasteners. 3. Provide a letter from the closest airport stating the wind gusts the day of the blowout. 4. Provide the invoice number, job name, and address. 5. Any emergency door built for the customer to close the opening will be invoiced at normal price. If it is determined there was product failure, the customer will be credited for the door. There will be no credit for labor. Windload Test Reports And Comaarative Analvsis Reports Asta Door Corporation has Windload Test Reports and Comparative Windload Analysis Reports available for our customers. Photo copies of these reports are available free of charge. If original test reports or drawings with actual raised seals (not photo copy) from a certified engineer is required, there is a $25.00 transcript fee for each report or drawing. /w-Qsta Model # Report # Sizes .Model 233 783W 16'0" x 7'0" (18' max) Model 233 CA22005-3 8'0" through 20'0" wide Model 324F 689W 16'0" x 7'0" (16' max) Model 324F CA22005 8'0" through 20'0" wide Model 424F 783W-1 16'0" x 7'0" (18' max) Model 424F CA22005-1 8'0" through 20'0" wide Model 424C 783W-2 16'0" x 7'0" (18' max) Model 424C CA22005-2 8'0" through 20'0" wide Model 422F CA22027-1 8'0" through 20'0" wide Model 420F CA22027-2 8'0" through 20'0" wide * Design Windload Pressure +37.5 PSF/ -37.5 PSF Varies by Size +40.0 PSF/ -37.0 PSF Varies by Size +45.0 PSF/ -45.0 PSF Varies by Size +31.0 PSF/ -31.0 PSF Varies by Size Varies by Size Varies by Size * Design Windloads are based on ASTM E330-97 test method that requires test pressures 1.5 greater L than design pressures. © 2003-06 ASTA Door Corporation - All Rights Reserved %0\ http://www.astadoor.com/products/windload.asp 1/29/2009 Crown Industries Warranty SST Hydraulic Doors Single Piece Hydraulic Doors Crown Industries, Inc. warrants the main frame of their doors against defects in materials and workmanship for a period of 12 months. Any other parts, components, assembly or materials from separate suppliers will be warranted by the supplier but not limited to: • walk doors and walk door frame • walk door locks and mechanisms • windows • photo sensor eyes • hydraulic hoses • bottom safety edge • up -down switch/control panel • limit switch • antennas • hydraulic hoses • hydraulic operators • shrouds and covers • electric motor • circuit breakers • clamps • electrical housing • electrical wire • electrical boxes and components • warning devices • hydraulic cylinders Materials, supplies and consumables not covered by warranty, but not limited to, are: paint, weather seals, insulation, sheet steel, trim, liner panel, screws and miscellaneous hardware. Crown will not be responsible for corrosion, any act of God or war, nor any damage due to negligence by any other than Crown. Terms of warranty: Any part, component or assembly not covered by Crown will be replaced, COD. The customer will return the affected or broken part to Crown then to be forwarded to the manufacturer for warranty consideration. If warranty is granted, Crown will credit the customer's account or issue a replacement check. No labor is warranted for repair except for the main frame of the door, then only if the defect is due to materials or workmanship of the main frame. Crown Industries does not warrant the installation of the doors not installed by Crown. Crown will continue to strive to produce better products and reserves the right to make changes in our products without obligation to make changes to products previously sold. �2 ou" �d8 fV m LO z 0 U w U) w _U a w T G LL, U w w J Z co OJ cr- w Q LL O f4 c� Q zW �U) �O o� Q U �- 20 w a a. N u6 LJ H w r- G Q LO z 0 z O m O c4 aU T w z O z J U cl Z m O Q. no w Un J Z J Q Q2 U3H ct: LU w m� OXZ a') ow LU CL�w O 3 b o a ~ O 9 s b J Q w cl rw n _z 2 a- 0 O Q a- r� Ee OD O N U L CROV%TN INDUSTRIES Custom Doors SST Access System - Design - Manufacturing - Bottom Rolling For: • Aviation • Agricultural • Commercial • Industrial Metal Fabrication - Custom Design - Welding ��- Structural Steel Metal Manufaeturiug - Stairs - Railings - Columns - Beams - Parts - Gates - Bollards Quality & Service At Its Best C ROWN I DUSTRIES HYDRAULIC DOOR OWNER'S MANUAL 135 McLeod Avenue South, PO Box 15, Plato, MN 55370 (320) 238-2616 (800) 747-1168 Fax (320) 238-2618 Crown Industries Warranty Single Piece Hydraulic Doors /'4 -IN Crown Industries, Inc. warrants the main frame of their doors against defects in materials and workmanship for a period of 12 months. Automatic closures, whether mechanical or electric remote, will have a 90 -day warranty. Any other parts, components, assembly or materials from separate suppliers will be warranted by the supplier but not limited to: • walk doors and walls door frame • walk door locks and mechanisms • windows • photo sensor eyes • override limit safety switch • bottom safety edge • up -down switch • limit switch • antennas • shrouds and covers • electric motor • on-off switch • circuit breakers or heaters • clamps • electrical housing • electrical wire • electrical boxes and components • warning devices Materials, supplies and consumables not covered by warranty, but not limited to, are: paint, weather seals (top, middle, bottom and side) insulation, sheet steel, trim, liner panel, screws and miscellaneous hardware. Crown will not be responsible for corrosion, any act of God or war, nor any damage due to negligence by any other than Crown. Terms of warranty: Any part, component or assembly not covered by Crown will be replaced, COD. The customer will return the affected or broken part to Crown then to be forwarded to the manufacturer for warranty consideration. If warranty is granted, Crown will credit the customer's account or issue a replacement check. No labor is warranted for repair except for the main frame of the door, then only if the defect is due to materials or workmanship of the main frame. Crown Industries does not warrant the installation of the doors not installed by Crown. Crown will continue to strive to produce better products and reserves the right to make changes in our products without obligation to make changes to products previously sold. (10'`N CROWN INDUSTRIES /0%\ MAINTENANCE INSTRUCTI®NS For Single Piece Hydraulic Doors Crown Industries, Inc. doors nonnally require very little maintenance, however, observance of the following suggestions will help to keep your door working efficiently: LUBRICATION 1. Use light machine oil on top hinges of the door and clevis pins at both ends of the cylinders. Lubricate yearly. 2. No lubrication is required for the motor. HYDRAULIC FLUID L Your hydraulic operator comes filled with Automatic Transmission Type Mercon/Dexron III. Do not mix with synthetic ATF. Suggested fluid replacement is every 5 years (frequent use 2-3 cycles/day) or every 10 years (infrequent use 2-3 cycles/ week). 2. If fluid gets contaminated, the reservoir must be removed and draw tube filter screen must be cleaned. 135 McLeod Avenue South, Plato, MN 55370 Phone: 320-238-2616 Fax: 320-238-2618 e-mail: crownind@embargmail.coin emft1 MANUAL DOOR CLOSE INSTRUCTIONS l .Pull and turn black knob 90 deg. 2. Wait for door to close. 3.Return black knob to original position 4.Door is ready to run when power is restored. I CROWN INDUSTRIES Custom Doors - SST Access System - Design - Manufacturing - Bottom Rolling For: • Aviation • Agricultural • Commercial • Industrial Metal Fabrication Custom Design Welding - Structural Steel Metal Manufacturing Stairs Railings Columns - Beams - Parts Gates - Bollards Quality & Service At Its Best CROWN INDUSTRIES SST ACCESS SYSTEM HYDRAULIC DOOR OWNER'S MANUAL 135 McLeod Avenue South, PO Box 15, Plato, MN 55370 (320) 238-2616 (800) 747-1168 Fax (320) 238-2618 Crown Industries Warranty SST Hydraulic Doors Single Piece Hydraulic Doors Crown Industries, Inc. warrants the main frame of their doors against defects in materials and workmanship for a period of 12 months. Any other parts, components, assembly or materials from separate suppliers will be warranted by the supplier but not limited to: • walk doors and walk door frame • walk door locks and mechanisms • windows • photo sensor eyes • hydraulic hoses • bottom safety edge • up -down switch/control panel • limit switch • antennas • hydraulic hoses • hydraulic operators • shrouds and covers • electric motor • circuit breakers • clamps • electrical housing • electrical wire • electrical boxes and components • warning devices • hydraulic cylinders elll� Materials, supplies and consumables not covered by warranty, but not limited to, are: paint, weather seals, insulation, sheet steel, trim, liner panel, screws and miscellaneous hardware. Crown will not be responsible for corrosion, any act of God or war, nor any damage due to negligence by any other than Crown. Terms of warranty: Any part, component or assembly not covered by Crown will be replaced, COD. The customer will return the affected or broken part to Crown then to be forwarded to the manufacturer for warranty consideration. If warranty is granted, Crown wilt credit the customer's account or issue a replacement check. No labor is warranted for repair except for the main frame of the door, then only if the defect is due to materials or workmanship of the main frame. Crown Industries does not warrant the installation of the doors not installed by Crown. Crown will continue to strive to produce better products and reserves the right to make changes in our products without obligation to make changes to products previously sold. CROWN INDUSTRIES MAINTENANCE INSTRUCTIONS For SST Hydraulic Doors Crown Industries, Inc. doors normally require very little maintenance, however, observance of the following suggestions will help to keep your door working efficiently: LUBRICATION 1. Use light machine oil on top and mid (bi-fold door only) hinges of the door � and clevis pins at both ends of the cylinders. Lubricate yearly. 2. No lubrication is required for the motor. HYDRAULIC FLUID 1. Recommended fluid is Automatic Transmission Type Mercon/Dexron III. Do not mix with synthetic ATF. Suggested fluid replacement is every 5 years (frequent use 2-3 cycles/day) or every 10 years (infrequent use cycles/ week). 2. If fluid gets contaminated, the reservoir must be removed and draw tube filter screen must be cleaned. 135 McLeod Avenue South, Plato, MN 55370 Phone: 320-238-2616 Fax: 320-238-2618 e-mail: crownind@embargmail.com A �X Yryi MANU- DOOR CLOS. a ` _..- LVA' (BLACK,:NOWN } ; f t d d C`.W. _ 4' BM,��ii �+�'.•. .' a� is F ��i1 pai� 4 .'rte.) m.�j'-F.1 • T2y',1•a` rntln.WSy.�,ss.,�, Atlantic Glass Company Specializing in Commercial Glazing GUARANTEE/WARRANTY FOR IMPACT STOREFRONT WINDOWS Work We, the undersigned, hereby warranty and guarantee that the parts of the Work described above which we have furnished and/or installed for: Sebastian Airport Hangar A Is in accordance with the Contract Documents and that all said work as installed will fulfill or exceed all of the Warranty and Guarantee requirements. We agree to repair or replace Work installed by us, together with any adjacent Work which is displaced or damaged by so doing, that proves to be defective in workmanship, material, or operation within a period of 1 year(s) from the date of final acceptance by Owner or from the Date of Certificate of Substantial Completion, whichever is the earlier, ordinary wear and tear and unusual neglect or abuse excepted. In the event of our failure to comply with the above-mentioned conditions within a reasonable time period determined by the Owner, after notification in writing, we, the undersigned, all collectively and separately, hereby authorize the Owner to have said defective Work repaired and/or replaced and made good, and agree to pay the Owner upon demand all monies that the Owner may expend in making good said defective Work, including all collection cost and reasonable attorney fees. Date: MAY 19.2009 Date: 5 a ATLANTIC GLASS CO., INC. (Subcon jraSfor, Sub -subcontractor, A. Hockett,Wresident Indian River County License 11050 Ahrens Companies (Contractor) By: ok Title: 'W% rY n,yi4 State License No.: C , or Supplier Local Representative: For maintenance, repair, or replacement service, contact: Name: Atlantic Glass Co., Inc. Address: 1651 SW Biltmore Street, Port St. Lucie, FL 34984 Phone Number: 772-878-7759 to*" MI MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING February 26, 2009 BUILDING CODE COMPLIANCE OFFICE METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305)375-2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 Mr. Manny Valladares FAX (305) 372-6339 Arch Aluminum & Glass Company 10200 NW 67 Street Tamarac, FL 33321 Re: Series "Impact Wall 3000/L-3000" Aluminum Storefront System-L.M.I.; Renewal No. 09-0122.06 Dear Mr. Valladares: This is to inform you that the Notice of Proposed Action for the above referenced product under said renewal number will be issued and sent to the Board of Rules and Appeals for their final review on February 26, 2009. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending the expiration of the below listed NOA from the original of March 5, 2009 expiration date March 27, 2009 to cover the committees final review time. Please attach a copy of this letter to the existing NOA at time of permitting. 08-1024.05 Series "Impact Wall 3000/I.r3000" Aluminum Storefront System-L.M.I. New Expiration Date March 27, 2009 This letter expires March 27, 2009 We hope this addresses your concerns, should you require any further information on this matter please feel free to contact this office. Sincerely, J e D. Gascon, P.E. Chief, Product Control Division cc Herminio F. Gonzalez, P.E., Director NOA file P.\PRODCNTLIPCI.ETTERIRFSPONSEIINDUSTRYX08102405 Arch Aluminum Extension Letter.doc Internet mail address: BCCO@ndamidade.gov Homepage: http://www.mianiidade.gov/bufdingcode /10� ka MIAMI-DiADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA -33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com Arch Aluminum & Glass Co., Inc. 10200 NW 67 Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Impact Wall 3000AL-3000" Aluminum Storefront System-L.M.I. APPROVAL DOCUMENT: Drawing No. 9842, titled "Impact wall 3000" Alum Window Wall Sys", sheets 1 through 11 of 11, dated 12/09/98 and last revised on 11/08/05, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 03-1211.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO I� (0� NOA No 05-0906.05 Expiration Date: March 05, 2009 Approval Date: January 05, 2006 Page I /"'-� Arch Aluminum & Glass Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 98-42, titled "Impact wall 3000" Alum Window Wall Sys", sheets 1 through 11 of 11, dated 12/09/98 and last revised on 11/08/05, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202-94(Structural only) 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3398 (FTL-03175) dtd December 10, 2003, signed & sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 03-1211.08" 2. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum WindoWwall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3363 (FTL-02180) dated April 24, 2003, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 03-1211.08" 3. Test reports on 1) Large Missile Impact Test PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 along with installation diagram of an aluminum window wall system marked -up by Fenestration Testing Laboratory, Inc. Test Reports Nos. FTL-3326 (01088), report dated January 09, 2002, signed and sealed by Luis Antonio Figueredo, P.E. "Submitted under NOA# 03-1211.08" 4. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1010, dated Oct. 25, 1994, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 03-1211.08" Herminio F. Gonzalez, P.E. �irector, Building Code Compliance Office NOA No 05-0906.05 Expiration Date: March 05, 2009 Approval Date: January 05, 2006 E-1 /0� Arch Aluminum & Glass Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 03-1211.08" C CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated August l x, 2005 and signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 No 1/3 stress increase used in anchors into masonry or steel substrate. 2. Anchor calculations and structural analysis, prepared by Al-Farooq Corp., dated January 20, 2004 and last revised on 02/02/2004, signed and sealed by Dr. Humayoun Farooq, P.E. "Submitted under NOA# 03-1211.08" D. QUAALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Polyvinyl Butyral Interlayer Saflex/ Keep SafeMax", expiring on 05/21/2006. 2. Notice of Acceptance No. 03.0421.01 issued to Solutia, Inc. for "Saflex HP a polyvinyl butryal interlayer for lamination of glass", expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance and "No financial interest", dated 08/16/05, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no. FTL-3326, issued by Fenestration Testing Laboratory, Inc., dated January 23, 2003, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA# 03-1211.08" G. OTHER 1. Letter from consultant, dated 11/14/05, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 03-1211.08, issued to Arch Aluminum & Glass Co., Inc. for their "Series "Impact Wall 3000" Aluminum Storefront System -Impact", approved on 02/26/04 and expiring on 03/05/09. Herminio F. 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(-) 36' 39' ,x' s• b sr s,• sr eo• es• 1�, e7.0 100.0' 100.0 a7A t00A _ 100.0 a7A 11)0.0 100.0 m.o loo.o lao.o e7.o too.o loo.o ezo D4.J 9,a ezo ez7 67.7 _ 62.3 a7.3 exa 76.1 Tal Tat 74.7 74.7 - Ja' J9' 47• ,6' se' 51• e,• s7• 60' e}• IOe• ezo 100.o too.o ezo loD.o 100.0 07.0 100.0 100.0 07.0 100.0 100.0 ezo loo.o loo.o 92.1 92.1 _a7A e�-a esa es.J eo.l 80.1 ea. t 73.7 75.7 - 7x.J 72.3 - Je• Jv' ,z• 4s' .e• s1' 57' 60' t I I • a7.0 100.0 IOD.o e7.o tao.o loo.o e7.o too.o loo.o ezo loo.0 100.0-� ezo 9es Das e7.o 69.6 e9.e 6J.1 aJ.t al.l 77A 77.a 77.6 73.6 7J.0 Js' 39' ,x• �• ,e• 51 s,• 57' n,, ezo too.o too.o ezo too.a too.o _ 67.0 100.0 100.0 ezo too.o loo.o 07.0 90.0 9a.e 07.0 67.9 97.9 el.l at.l el.l 75.7 75,7 - Je' 39• ,2' u- 4a• 51• s.• sr 117' ezo 1ao.o lao.a ezo too.o loo.o e7A IOO.o t00.o ezo_ 100.0 100.0 07.0 94.9 04.9 ee.l ee.l ea.l 79.2 79.2 n.x� n.e 7ae - 36' }9' .x• 4S• ,a• S1' sr 170• ezo loo.0 100.0 07.0 100.0 100.0 ezo lao.o _loo.o 87.0 100.0 100.0 ezo 9J.3 w.3 _ 91., a1., _ _ 94.4 ns izs - . o J o ,i I 1 D SSv10 O.N3N1S Cv3HAuodm. 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MAI 'SRIO sm!) .19 c @ 1}t7 w �� � � 1iM��w S3y11 MUS ' A-3 01001 0'001 0.19 _ .111 .9► t OOOWfYnnN SSv10 a71YNMYI 77Yl13g0 AI/6 0'001 0'001 011e .G► 0'001 0.001 0'L9 at -DMIZM 'v. sdU SSV'lf) 0.001 0'001 O'Ool 019 ,6C 1 ,DC 0'001 0'1.9 I 1 D SSv10 O.N3N1S Cv3HAuodm. AS ,t/l ~ 1] Sa7d SYMtmm .060* IPGS H3Av1y31M .060' n C ssylo O.N3U15 lY3H .►/t w � W ? Vl-Tjxr-mm �n O 01 n $ 6 Y i )I yyG�r•��l GT^ Ump�p'' � u Om!^ SSY10 O.WHIS 1v3H ,►/I- > O ML1105. AS U rsl i m MN1(Y11 3fr5d33)1/7C31JY5 a3AYla3w1 .060' v 17( Q a ve 55180 QN3N15 mH ,i,/i- .0 /l-aO sm °n e r81 i I II t� I 0 m r II I� = G II I O I I O 566 OMNHOJ AM C66 ONMOO 1100 3NOOnIS 3moonIS SsvlO a,N3N15 1v7H ,►/1 • dH X3lfK N3AVIN3IM .001' SSV-*O.N3y1S 1v3H .►/1 - 0'001 _0'19 0'001 0'001 0'19 0'001 0'001 Odic 0'001 0001 0'19 00001 0'001 o•L9 0'001 0'001 O'LQ T 0'001 O'ool 0'49 W - 0'00( 0'49 0'001 0'001 0'40 O'ool O'oot 0'49 0'001 0.001 0'49 O O'OOl 0'001 0'49 566 SN o3 M00 0'001 0'001 O'LO MOMS 0'001 0'001 0'C9 0'001 0'001 0'L9 ,K ,ls .Q► ,Oil ,C► .L► .6C ,9C if .K ,lG L11 •g* .G► at .6r ,9f I - 0'001 019 901 .CD ,09 is ,►G ,19 .9► ,G► at ,6C Jr 0'001 0•L9 0'001 01M 0'49 0'001 0'001 SILO 0'001 0'001 0'49 _ 0'001 0'001 0019 O'ool 01001 0'49 0'001 0'001 049 0'001 0'001 0'L9 0'001 0'001 O'LO 0'004 011tD G01 M ,OD is .K ,G► ,r► .6C ,9C 0'001 0'001 Vic 0'001 0'001 0 -Le O'DOl 0'001 o•L9 0'001 0'001 0-W- 0.001 0'001 049 0'001_ 0'001 0'49 0'001 O'DOt 049 07001 O'OOl 0'C9 0'001 O'DOI 0'49 -0-001 .rot .O9 ,CQ ,00 .CS .►G .19 .9► .G► at ,6r ,9C _O'Le 01 0'0 - 0'001 019 0'001 0'0010•LB 0'001 0'001 O'Le - 0'001 O'ool 0 -LQ o'ool 0.001 0'49 0'001 01001 0'49 0'001 0'001 0 -LQ 0'001 0'001 0•LD 0.001 0'001 O'LC 0'001 0'001 0'49 - 0'001 019 0'001 0'001 O'L9 ,29 ,C9 .09 0'001 0'001 0'19 O'Dot 0'001 0'4-9 = =o - 0'001 O'1Q .►ll ,LG .K .Is ,9► ,C► ,r► .6C .QC O'OOt 0'009 0'LQ O if ,►9 .19 .9► .C► ,r► .6r 9C 0'001 0'001 0'LQ Toot 0'001 011e 0'001 _ 0'001 O'Le 0501 0001 0 -Le 0'001 0'001 019 0'001 0'001 012 0'001 0'001 0'[Q - �o - 0'001 = o - 0'001 O'1Q .►ll ,LG .K .Is ,9► ,C► ,r► .6C .QC O'OOt 0'009 0'LQ ,60 if ,►9 .19 .9► .C► ,r► .6r 9C 0'001 0'001 0'LQ Toot 0'001 011e 0'001 _ 0'001 O'Le 0501 0001 0 -Le 0'001 0'001 019 0'001 0'001 012 0'001 0'001 0'[Q - 0'001 0'001 O'Le - 0'001 O'OOlO 0'001 0'LD 0'001 O'oot 0'19 0'001 0'001 0.1.0 0'001 0•oot 0'19 O'ool 0'001 0'L9 00001 0'001 0'49 1 0'001 0'001 SILO 0'001 0'001 019 (-) Lm(-) 'LO (-) 'LO (+) '1X3 (+) '1X3 (+) 'Lu DDH 'Ol'0 wam 'OTO (-) '1NI (-) 'iw (-) '1N1 (+) •L4 (+) '1113 (+) 'L4 DW -34 10-1'0 HILA '0'1'0 0001 0.001 0'49 - 0'001 ,J, SdA1 .9, 9dA1 Y. 3dA.L sm!) smo sena 'sma 7YNI1toN ,3, 3dAA 1 .9, ML V. 9dA1 '6MIa 7Y14I110N s9nJ ssns ssn0 H101M� H101M S15a0 77s C LO-OOCl3 N1SY NO AIM (SLS110 '035 C r0 -00C13 n1SY NO 03519 'Ol0 Ol'0 dsd - A1MUV3 aY07 NOls3a AM - A.U3VJVJ OYo7 N01630 -0'001 Will ,6D ,DD ,CQ .09 ,LC ,►s .0► ,C► at .6C .9C 0'001 0'001 0'L9 0'001 0'001 019 0'001 0'001 O•LQ 0'001 0'001 0'L9 0'001 0•Dol O'LQ 0.001 O'DOl Will 0'001 0•ool 0.19 0'001 0'001 019 01001 0'001 0'49 0'001 O'OOl 011e _ 0'001 WOOL 0'LD - 0'001 0'49 ,re .r4 ,69 .92 ,CQ ,00 ,LC .►G ,19 ,Q► .S► at .BC .00 - 0'001 0'49 0'001 0'001 0"1.9 O'o0l 0'001 0'LQ 0'001 0'001 SILO 0'001 0'001 019 0.001 0.001 O'L9 01001 01001 O'LQ 0.001 0'001_ O'L9 WOOL O'Dol 0.19 0'001 Wool 0'C9 0'001 O'ool 0C9 0001 0.001 0'49 - 0'001 0'001 WOOL 0'49 0'49 .06 ,U .69 ,9Q ,C9 ,00 ,LG ,►D .IC ,9► .C► ,at .6C ,,r 0'001 0'00L 0'10 0'001 0'001 0'49 _ 0 0'001 '001 0'L9 0'001 0'001 O'L9 _ O'OOl 0'001 0'LQ 0'001 01001 0149 0'001 0'001 0•LQ 0'001 0.001 0'L. 0'001. O'ool 0'LQ 0'001 01001 SILO 0'001 01001 0.1.9 0•ool 0.001 0'LQ .L0 ,rL ,69 ,C9 ,00 ,LC ,K ,tg .9► ,C► at .6C ,ar O'DOL 0'001 O'Le 0'001 0'001 0'19,09 0'001_ O'DOl O'LQ 0'001 0'001 0749 0'001 0'001_ 0'1.9 0'001 0'001 011e 0'001 0'001 O'[Q 0'001 O'o0l 0'49 O'ool 0•DOl DID 0'001 WOOL Ole 0'001 vool 0'LQ - 0.001 0'001 0'10 (-) 'LII(-) (+) '4X3 '1N1 (+) •L4 (-) '1Hl (+) '1X3 11t013H 'OTO HIa91 '0'1'0 R&U ,9, 3&U sm!) smo Y. MAI 'SRIO sm!) 7YNIRDN (stsno '03S r) r0-00013 ►l1Sr NO 03sw d611 - ALJYd" OYO'I Noma MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH G REINFORCING WIDTH (W) FRAME HE / 94T.(-) EXT.(+) 24' 30• 38' !2' 4B" s!• 80" 66" 72• 78• B7.S 100.0 87.5 100.0 87.3 100.0 els 100.0 87.5 100.0 ers 100.0 B7_S 100.0 _ B7.S 100.0 87.5 100.0 2+' 30' 3fi' 42' IB' 54' 60' 66" 72' B4' a7s 1oD.D B7.S 100.0 87.3 100.0 87.5 100.0 87.5 100.0 87.3 100.0 83.8 100.0 81.3 100.0 78.5 100,0 24' JO' 38• 42" +e' 54' BO' 68' 72" eo• 87.5 100.0 87.5 100.0 87.5 100.0 87.3 100.0 e1.7 lao.a 75.0 100.0 70.1 100.0 88.5 100.0 BJ.9 100.0 24• 3D• 3e• 42' 48' S4' 60' 68' 72" 98' _ 87.5 100.0 87.5 100.0 e4.4_ loo.o 7J,9 100.0 - 68.3 100.0 _ 60,7 100.0 38.4 100.0 SJ.2 100.0 SO.B 100.0 24' JO' 36' 42" 48' y4" BO• 88' 72' 102" B7.S 100.0 82.8 100.0 89.9 I Op.0 81.0 100.0 54.8 100.0 49.8 100.0 48.1 BS.9 1},J 90.0 - es.e MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH G REINFORCING WIDTH (W) FRAME HE -) EXT.(+) /INT.(-} 24' JO' Jb' 4B' 54' 60' 68" wa" 100.0 100.0 100.042• 100.0 43.5 94.7 41.4 ab.1 _ _ J8.2 79.5 J5.7 71.3 I!' Jo' J6' 4Y !8' s!' 60' I1!' 72,7 100.0 sa.7 loo.D 49.8 100.0 4J.1 89.7 J8.4 79.a _ J4.8 72.4 J2.0 88.7 24' ]0' 38• 42' 18' S4' BO' 120' 82.2 100.0 50.2 100.0 12.J 88.0 Jb.B 78.y 72.7 88.0 29.8 61.5 27.2 SB.S 1 z n o 0 w 1 C o io x x H 4fp S 19A qb, W O o K� wf WI W2 w� ` g z 0 cr WIDTH (W) - WI (JAMB) WIDTH (W) - WI 2 W2 00 a ^ w 1 z cir���• W N i v J 1 a n 3 QVE hN j $M n z o 1� -1 Z V U S R %C~ FRAME JAMB INTERMEDIATE a DOOR MULLION MULLION @ WITHOUT a g @ Y ac�a c&�a1 S O U En9r. M UUUATOUN AROOO FROWCT kCVWb R� •1 RASTRUCTURES r�kl�iwY lY /Y/W 7 cAKOS = 7y� k FRAME JAMB INTLRMLDUTE s a DOOR MULLION MULLION V $,LTH REINFORCING a1" drawing no. 98-42 Shoat 4 o�_f 1 MULLION LOAD CAPACITY - P9F 1TITHOUT INTERMEDIATE HORIZONTALS WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING WIDTH (1Y) flANE HEIGHT EXT.(.) MULLION LOAD CAPACITY - PSP WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING wIOM (WJ HEIGHT EM.(+) /INT.(-) EXT.(+) /INT.(-) 2{" 30' J6' 42• 48' 54' 60 66' 72' 7B' 87.5 I D0.0 B7.S 100.0 87.5 100.0 _ � 87.3 100.0 87.5 100,0 87.5 700.0 82.9 100.0 75.4 100.0 68.1 100.0 24' Jo• 38' 42' 48' S4' 60" 86" 72" 84" 87.5 100.0 87s 100.0 87.5 I OO.o 67.5 100.0 87.5 100.0 79 _0 100.0 71.1 100,0 64.6 100.0 _-- 59.2 100.0 24' 30 Je' 42" 48" 54' 6D' 68' 7Z' 90' 67.5 100.0 87.5 100.0 B7.s 1oD.o BJ.1 100.0 72.7 100.0 84.8 100.0 76.2 100.0 _ S2.B 100.0 48.5 100,0 24' JO" 38' 42" 48" 54' 60' 66" 7Z' 96' 67.5 100.0 _ 87.5 100.0 79.9 100,0 88.5 100.0_ 5B.B 100.0 53.3 100.0 47.9 99.7 4J.8 90.7 39.9 83.1 24' JO' JB' 42• 48' 54' 60' ss' 72' 102• _ 87.5 100.0 79.9 100.0 _ 66.6 100.0 57.1 100.0 50.0 100.0 {4.4 92.4 40.0 BJ,1 3e.3 7s.B - 69.5 MULLION LOAD CAPACITY - PSP WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING wIOM (WJ FRAME HEIGHT EXT.(+) /IFR.(-) Exr.(+) /INF.(-) 24' 30' J6' 42" 4B' 54' 60' 66" 108' 84.2 100.0 67,J 100.0 56:1 100.0 _ 100.0 42.1 87.5 37.4 77.8 J0.6 8J.7 24' Jo' 36' 4I" 48" 54' 80' 1I4" 71,8 100.0 s7.J 100.0 47.7 99.J _ 40.9 B5.1 JS.B 74.4 31.B 86.2 28.8 59.8 2{' 30' 38' 42" {8' 54' 60• 120' 61.4 100.0 49.1 100.0 40.8 85.1 J5.1 72.8 J0.7 63,8 27.J 58.7 24.5 51.1 -INTERMEDIATE MORIZONIALS �U w m o u Z ti � O u = F• G W 7WI n WA � WP 5 O O wl wi w2 c n g WIDTH (W) - W1 (JAMB) WiDTM (w) - w1 + W2 O a. 6-7 j 2 e 'ARM ALUM' DOORS 'ARCH ALUM' DOORS SEE SEPARATE NOA SEE SEPARATE NOA WP i `� i agta NSP j ,�� �Ij ` i 'fts y U a V \V W NfA = Nb M)9 = 33 N 1,% 1 1`\`` I I S n I 1 I t11 1 Z m --J--- --' '� WI _ W2 Wt Wt W2 5 nn 2 ANCHORS REOD. Z i0 m WIDTH (W) W1 Y W2 SEE DOOR HOA WIDTH (W) - 21 + 42. >v. pz U g =S vN 'MCH ALUM' DOORS INTERMEDIATE ME I... SEE SEPARATE NOA HORIZONTAL NJS FRAME JAMB ItMTERME0IATE DOOR MULLION MULLION w WITHOUT REINFORCING WI w2 odEE S wTDTH (W) . Wl 2 W2 1'w0MiICT Rzym D sT Ener: OR. HU11A r IM4wi�IM �lwlY R STPE i IES T -� �N Syt FRAME JAMB INTERMEDIATE 7i i b DOOR MUIIJON MUMIJON WITH REINFORCING N .1 p'M" drawing no. 98-42 ehcot5 oT 11 MULLION LOAD CAPACITY - PSF 191T1M INTERMEDIATE HORIZONTALS WITHOUT WITH NOMINAL DIMS. REINFORCIIMP qtp 18* CAA 35M NG REINFORCING WIDTH (W) FRAME MULLION LOAD CAPACITY - PSP AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT WITH REINFORCING REINPORI WIDTH- (WI) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) EXT.(+ MT.(-) INTV 1. 30' u 30' 39• 42' 48•56.0 54• D6• 102' 71.1 07.5 68. E 87.5 85.3 87.5 02.7 ' 87.5 _ 60.3 873 973 32.3 873 72' 30- 33' 30' 39• 42' 48' 54' 643 a73 62.0 87.5 39.8 87.5 57*5 87.5 _ 55.5 87.5 _ SLD 87.5 45.0 87.5 Co. 30• 33' 35' 39' 42' 4a' 54• - 96' 108' 58.0 67.3 34.5 87.5 52.4 87.5 _ 50.4 87.5 48.6 873 45.3 87.5 42.4 a7.3 72' 3D' 33' 34' 39' 42• 40• S4' 51.3 $7.5 49.4 97.5 47.0 57.5 40.0 87.5 _ 443 87.5 41.7 67.2 39.2 ei.l �. 30• 33' 36' 39' 42' 441' 54' 95' 114• 40.2 67.5 44.4 e7.5 _ 42.8 97.3 41.2 416.2 39.5 83.2 37.2 77.7 34.9 72.9 72' 30• 33' 36' 39' 42' 4a' 54' 41.e 87.3 40.1 413.9 341.8 61.1 37.5 78.4 38.3 75.9 34.1 71.3 32.2 87.3 MULLION LOAD CAPACITY - PSP AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORI INDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) EXT.(4 INT.(-) M.(- �. 30' 33' 35' 39' 42' 46• S4' 95' 120' 38.3 60.0 38.a 77.0 35.5 74.2 34.2 71.6 33.1 69.1 31.0 64.7 29.t 00.9 72• 30' 33' 38• 39• 42' 46' 34.3 71.6 33.2 69.3 32.1 67.1 31.0 64.9 30.1 6i.9 2a.3 59.2 j"1111111", L_-__JIL____J WIDTH (W2)I WIDTH (W1) MULLION LOAD CAPACITY - PSP AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORI WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) EXT.(4 INT.(-) IM.(_ 1. 30' 33' 36• 39' 42' 48' 54 . FO, 06, a5.0 87.5 81.3 87.5 78.0 57.5 74.9 67.5 72.1 e7.5 67.0 ers 82.6 87.5 72' 30' u 36' 39' 47• 40• 54• 77.0 417.5 74.0 417.5 713 57.5 68.7 87.3 _ 60.3 87.5 02.0_ a7.5 58.2 87.5 1. 30' 33' 38' 39• 42* 441• 54• DO' 102' 1 67.0 87.5 _ 64.3 57.5 _ 81.8 87.3 59.5 a7.5 57.3 87.5 53.5 87.5 50.1 87.5 72' 30' 33• 30' 39• 42• 48' 54' 60.5 417.5 50.3 87_5 56.2 87_5 54.3 417.5 52.5 073 49.2 87.5 48.3 a7.5 0o' JO• 33• 36' 39' 42' 40' 54' FO, Imo, 54_0 417.5 51.9 87.5 49.9 117.5 48.1 873 48.5 873 43.4 67.5 40.a a5.3 72' 30' 33' 35' 39' 42• 441' 54' 483 87.5 48.0 a7.5 45.2 67.5 43.7 87.3 424 87.5 39.8 53.3 37.6 78.6 MULLION LOAD CAPACITY - PBF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT WITH REINFORCING R3INrORf WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) EXT.(+ INT.(-) INT.(_ 50' 30' ]3' 36, 39' 42* 45• 5C114' 114' 44.3 87.5 42.0 87.5 41.1 55_9 39.0 a2.9 38.3 - Sol 35.9 75_0 33.7 70.0 72' X. 33' 341' 39' 42' 4a' 54' 39.7 83.0 38.3 50.2 _ 77.6 _37.1 35.9 75.1 34.41 72.41 32.41 86.6 31.0 64.5 80' 30' 33' 36• 39' 42' 441' 54' FO, 120, 3a.9 77.1 35.5 74.3 34.3 71.7 33A.-69.2 32.0 e7.0 30.0 ale 211.3 59.2 72' 30' 33' 341• 39' 42' 48' 33.0 69.0 31.9 66.8 30.9 154.4 29.9 52.0 29.0 60.7 _ 27.4 57.3 8 t INT. HUMAYOUN fAR00011CT R[VtaYi $ ' STRUCTURES nA PE CAN. 3935 ova o drawing no. °"` 98-42 /1"N WZf-B6 a01S f6L6-YZL (K6) '%Y! Zf19-Lff (000) -M 9L69-Z9Z (SOU -0rd 0019-119L (Sof) -131 � (Z£££ .-u 'D'demVl lnla %U srwW w wwi ,i tLltt ralaOta 'I SM ' iaaic 41L9 M N ooZOt M0WAN WVb D wu 3" LB ms StZI swlnao oxa as �uu wml NOIS30 nnaoad V Sb3NNY1d 'S833MON3 '3"1. SSYi9 W WINIAMY HOW MAMIWO� wsl, Y.IS 7NM M1DaNIM4 OOK-1/000£ T7YMJ YdRI vol uoaa a 0 xo�,vxodttoo 800trva—'ry :tuOz = I 1 x a .+..,I„ ++ R R n n o m n n n• o w- n n n m- n• a o- n n o n n o o. n n o 0 o°I C m a o e I �F' S� + i n n o o•n - o o. o• w n- Plo o- ., - o o n o n n .,n r .. Z oo ri �: c r1 ri a +i ii 5'.�S3i $ n�:33lnn nnnn.�-i�nnern nnnRl„rn n.9i a. n.rvn a c ) 0 05 q 2G 7 o � c of Y < _ 71 R�n Pn i+nRnnPn: °�.riR.�nn:4oR'rinn::Xn$n'n-v '6 o n n n z w�It.I. n R�� n R� o el oIn R R ^�R w n R n R R R n n n nlw R R RIR R R R R olrt o�.l nl^ ei s � Y z =o {C vv R^ ^ I P O^ m V n n Oo O P P IlI ry P • n.$ p n 0 O �v O P 4�r- E m o o o a < n n Ru I O < O w oa g. 30 z $ n S n $ r 29't..I. R R R RI^ v n o m n P eln n I I In n(o n- w �In n q nl- o rl ry r. o o m o 4 Vl C Rb 1� X �X Sc e P P,o P• n A It a P o R F ��. nv •=�ov7"ig9iii <� eZ z a o� o€ R n n$ n R n^ n nP $' R 'ri n e Y m 9� .i n n Sn R? z 0 z t� �� o o a o ao 0 0 0 0 0l0 0 0 0 0 0 0 0 0 0 0 o m o 0 o m o 0 0 o m o o m o 0 6 olm m m <^ C; t rd m m o 0 o m n o i$ '�' n w P n n o$ n °� r °� o o e•( o o .ii n iii n `iS n n n °� i S ik om to 0 0 � s o zmv 8 P 0 O m _ X~ o gS o 0 0 aI��R�7(�: 1�SiGI9ini'n.RCSn:� h R�nn:.�R� nn$�nST.^�n.Qi z r= = 0 ANCHOR LOAD CAPACITY - PSP EXT.(+) a INT.(-) ANCHOR LOAD CAPACITY - PSY EXT.(+) a INT.(-) rY NOMINAL. DIMS. NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'A' TYPE '0' TYPE 'C' WDTH (W) FRAME HEIOHI 'A2' 'A5' 'A4' 'B2• -L2- 24 30' 36• 42' 40.• x' 60• 96' 72' 70.' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 10010 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 919 100.0 100.0 100.0 100.0 57.1 100.0 100.0 100.0 100.0 74.8 100.0 1 DO.0 100.0 100.0 _ 615.0 93.7 100.0 100.0 100.0 02.l 87,2 100.0 100.0 100.0 24' 50' J6' 42• 48' 34' 60' 110' 72' 84' 100.0 100.0 100.0 100.0 09.4 97.2 100.0 100.0 100.0 100,0 100.0 100.0 _100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 100.0 100.0 100.0_ 100.0 116.0 100.0 toO.O 100.0 100.0 77.1 100.0 100.0 100.0 60.4 97.2 100.0 100.0 _100.0 100.0 03.1 aa.4 100.0 100.0 100.0 97.0 01,0 100.0 100.0 94.0 24' 30• 38• 42' 4a . U. 60' 66' 72• 80' 100.0 10010 100.0 100.0 100.0 100.0 100.0 100.0 10010 100.0 100.0 100.0 100.0 100.0 _100.0 92.6 1 100.0 100.0 100.0 100,0 a110 100.0 100.0_ 100.0 100.0 720 100.0 100.0 100.0 100.0 54.a 90.7 100.0 100.0 100.0 `58.9 a2.5 100.0 100.0 93.8 54.0 75.11 97.2 100.0 07.8 24' 30• 36' 42' 4a' 1' 50' W. 72' 90' 10_0.0 100.0 100.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 100.0 IDO.0 100.0 100.0 100.0 100.0 65.8 100.0.- 100.0 100.0 100.0 75.9 100.0 100.0 1000 100.0 07Z 94.5 100.0 100.0 100.0 We 85A 100.0 100.0 958 53,2 771 99.4 100.0 09.8 50.5 70.9 91.1 9e3 823 24' 30' 36 42' 45' x 60' 60' 72' 102' 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 930. 1_00.0 100.0 100.0 100.0 81.7 100.0 100.0 100.0 100.0 713 100.0 100,0 100,0 100.0 63.5 88.9 100.0 1000 100.0 57.2 150,0 100.0 100.0 92.9 52.0 72.8 93.0 9" 943 47.5 56.7 85.8 90.0 77.5 24' 30' 30.' 42" 45• 54' 60' 66' 10a' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 100.0 100.0 100,0 100.0 77.1 100.0 100.0 100.0 100.0 07.5 94.5 1000 100.0 1000 60.0 84.0 100.0 100.0 _ 973 x.0 75.5 97,2 100.0 0.7.11 49.1 60.7 8a.4 93.4 79.8 ANCHOR LOAD CAPACITY - PSP EXT.(+) a INT.(-) rY NOMINAL. DIMS. ANCHORS TYPE 'A' TYPE 'B' TYPE 'C' w70TH (W) FRAME HDCM 'A2' 'AS' 'A4' I 1 � 24' 30' 30• 42' 40• 54' 50• 114' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 03.3 100,0 100.0 100.0 100.0 -_ 73.1 100.0 100.0 10010 100.0 03.9 893 100.0 100.0 100.0 85,8 79.0 10010 IO010 92.4 31.2 1 71.6 92.1 97.3 03.7 24• 30• 38• 42' 4a' 54• 00' 120' 100.0 100.0 100.0 100.0 100.0 97.2 100.0 100.0 100.0 100.0 01.0 100.0 100.0 100.0 IO0O 09.4 97.2 100.0 100.0 100.0 00.E a5.1 100.0 100.0 98.8 54.0 73.0 97.2 100.0 87.8 40.0 Da.O 1 07.5 9210 79.0 ANCHORS TYPFS: SEE SHEET 9 FOR DESCRIPTION A2 (2) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB A9 (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB A4 . (4) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB C2 (2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. J-,�Wml j INTERMEDIATE HORIZONTAL 'MCH ALUM' DOORS SEE SEPARATE HOA Wt W2 YAWN (WI) WI 2 W2 (1NL3O4) InDTH (W) - wt (JAMB) 'ARCH ALUM' ODORS vs SEE SEPARATE NOA 1 I " V-=1-�I_ W2 _#-Wl_� WIDTH (71') . =1 + WW2 (MULLION) WIDTH (W) • Wt (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE NON r- -� INTERMEDIATE HORIZONTAL 4i wt I W2 I wl WIDTH (W) - i=+ Y4 (MULLION) wl w2 WIDTH (M') . WI (JA148) WIDTH (w) III2 W2 (MULLION) 3'1 Lr- 3 3. t 3/4• J' t 3/4' 3' 1 3/4' 1 3/4' 3• I 3/4' 1 3/4' INTERMEDIATE _ HORIZONTAL G7 wl WIDTH (w) . wl (.MMB) ARCM ALAN DOORS SEE SEPARATE NOA I 1 I �1 1 j i I Wf W2 wl 1w17111 ('N) . WI 2 W2 (MULLION) w701H (W) - wt (JAMB) rY = MAYOUN AAM ICFBRES I � I 4'DA7 1cr RRYl9ED 11 WP � L 311 I 1 � Wt W2 YAWN (WI) WI 2 W2 (1NL3O4) InDTH (W) - wt (JAMB) 'ARCH ALUM' ODORS vs SEE SEPARATE NOA 1 I " V-=1-�I_ W2 _#-Wl_� WIDTH (71') . =1 + WW2 (MULLION) WIDTH (W) • Wt (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE NON r- -� INTERMEDIATE HORIZONTAL 4i wt I W2 I wl WIDTH (W) - i=+ Y4 (MULLION) wl w2 WIDTH (M') . WI (JA148) WIDTH (w) III2 W2 (MULLION) 3'1 Lr- 3 3. t 3/4• J' t 3/4' 3' 1 3/4' 1 3/4' 3• I 3/4' 1 3/4' INTERMEDIATE _ HORIZONTAL G7 wl WIDTH (w) . wl (.MMB) ARCM ALAN DOORS SEE SEPARATE NOA I 1 I �1 1 j i I Wf W2 wl 1w17111 ('N) . WI 2 W2 (MULLION) w701H (W) - wt (JAMB) rY = MAYOUN AAM ICFBRES 4'DA7 1cr RRYl9ED 11 L 311 drawing no. 0 8 2005 a.r�. �°"'°' 98-42 (004� /.0111 YYZ*-96\.3NO1S 1 ram-lu (tso '%Y! Zile (009) i3l 1 3c J 9C69-Z9L (COC) '%V! OOIB-t9Z (COC) -M 1C1CC YOISTU 'IPMR lZfff 'lI '�d21vYiV1 102JIr i i 4iL9 M'N OOZOI op. un�"""� cow` ° waG3 cw -AU u� o� na .,vim3nv vp 0, c CV N L8 C5N3sfel lOf1O0Hd �P Sif3NNYid Sil33NIOH3 3-1 SSfi9 V RnN(Wnw How p 0. W M06U19 Mrrm werI a .l - c/I a,,,. ( 's � °'NOIS30 IGO AIOI.LV2IOd2I0� $002IV,�—'N SLS TNM MOQNIM OOOf-1/000£ TNM17YdMl U uo uxs o 0 ou ro-eo-tt :.,w >? Qi v t o :cuoicuuJ p tv0 3Q S Z p . - H I xM .+/l E2 / 2 ]L] —i MRS I i xm .t/l xrn u'1 a a Z Y = —' zFZ-z U L) _ o_ o CJ o Y � ¢ p O C L nlws � F11 DI P v � v 0 M1 4 Holua.LNI HO HOI2i3,LXH m ^ 3c U p} 3 g ym N 1 Z � p 0. W U Z a o li c 052 ID o 5 �cc Qpp p� p tv0 3Q S Z p W O VmZ VX w i m CD W mUV Z zU 1 w p ... >, ¢• n z^ '0 �2 �� Ott O p¢O Ix D a Z= a O; : N^3 w `}] 1 U. Z � opQB wn3 • Y h- �� C lye DW "VZ a [CZ W nID /t0f a mi i��O I -N Q pO p I.iN W �z m U�3d • Z �n o �. l- Z In�N rrr ZZZ � p W I I < O 1 (� ayW W WW nlws � F11 DI P v � v 0 M1 4 Holua.LNI HO HOI2i3,LXH WOOD DITCH nU.ER EXTERIOR OR INTERIOR ACP -154 OI1046AI F ,�we�MFAO MIN. /10-24 AT 12' O.C. SEE 'ARCM ALUM' IMPACT DOOR NOA ",I I FOR DOOR RATING AND DETAILS R f" -A n! ----J--- MIN. 12-24 SMS - Lt". 3 HINGES Ill L ------------ Rml REINFORCING OPTION& )N SHEETS O a �ZUR z $ 25 SEE 'ARCH ALUM' IMPACT DOOR NOA p_ O FOR DOOR RATING AND DETAILS 1L1 1- F -- ---------------- ------------ 3 - ------------3 I ------------------------ �o f O 1=7 r a � Z�DJF C1»N drawing no. "'"� 98-42 ESU-11ZL (K6) WA ZCL9-ZC* (009) 'M 9169-Z9Z (SOC) -xvi 0019-Y9L (Sof) 'Cil lZ£f£ 'li 'DVWKvi T ♦u CC V0160v 'lwvirr 122110 411.9 'M'N OOZOI 3AY Ze MS SCZ1 SSVl9 V pRNIN(nw HOLM M N',SIS30 1.D1100rJd V Stl3NNYld 'SW3Nr'ON3 1V I�IOLLVHOd?I00 t)OOH J—'Id I 'W Tum AOGNM OOK-70M Tlv#j-vdm a V Co c^ _ 'i _ . �a 7w °c N alml .la •4 o, I 1 V aps 0 coem I� 90-60-Z1 M.P y ! a 7a x 8 I t I � RN • � 1 uZ1 1Cn �Yn Y¢1 u¢1 1Cn ~ !yI H I g 13 « Q S a V Co c^ _ 'i _ . �a 7w °c N alml .la •4 o, I 1 V aps 0 coem I� 90-60-Z1 M.P y ! a 06/02/2009 09:25 7723883013 STOCK BUILDING SUPPY PAGE 02 F ` BRUNSWICK DOOR CO. MAILING ADDRESS: PO BOX 672 - DEERFIELD BEACH - FL- 33443 oSHIPPING Ac)QRESs: 400 GOOLsey BLVD - DEERFIELD BEACH FL - 33442 TEL: 954-427-1700 FAX: 954-427-0720 June 1"', 2009 Stock Building Supply 9555 South US1 Sebastian, FL 33958 Job Name & Number: Location: Begin Date Warranty/Guarantee: To Whom It May Concern: Ahren's Companies Sebastian Airport Date of Certificate of Occupangt We hereby guarantee the craftsmanship and materials on file for a period of one year from the Date of Certificate of Occupancy. Should any def ec develop during the guarantee period as defined above, please contact this office. After verific tion by Brunswick Door Company, said materials only Will be replaced without expense to Stock ilding Supply and/or the Owner. Sincerely, /_1/1 H. Vice Pr6sident Witness. tness: State of Florida County of Broward Sworn and subscribed before me this 14, day of June, 2009 by Alex Guzinski, Vice Pretidentb Brunswick Door Company, who is personally known to me. yp„ar r� Rlolary Ptd ay��� Slate A.1CF_vora ar Florida 5,tnRnF �` �? r` rs r^' : p ��� Db7J.11: r71 - l �f r� pp r� G Seal: .: «< �:, (- ,` l Jr ' i. 03/11/09 01:15 PH EOT STOCK BUILOIN& SUPPLY via YSI-FAX Page 1 of 3 #1941710 8 Fax Date: 03/11/09 01:15 PM EDT To: ATTN: ALLAN/GREG AHRENS ENTERPRISES, INC. From: CATHY/TY Total Pages: 3 Message HERE IS THE ORDER ACKNOWLEDGEMENT FOR YOUR HOLLOW METAL FRAMES FOR SEBASTIAN MUNICIPAL AIRPORT. PLEASE REVIEW CAREFULLY AND UPON ACCEPTANCE SIGN THE NON -STOCK DISCLAIMER AND FAX BACK TO ME AT YOUR EARLIEST CONVENIENCE SO I CAN PROCEED WITH ORDERING. I ANTICIPATE DELIVERY TO US ON MONDAY, BUT I NEED YOUR SIGNED AUTHORIZATION FIRST. THANK YOU FOR YOUR BUSINESS! CATHY r"',\ Building supply a AHRENS ENTERPRISES, INC. OE: 42130691-00 Tel: (772) 589-8976 x Fax: (772) 388-3013 T - . •• — • van OU1LUIN6 SUPPLY via VSZ-FAX Page 2 of 3 *1941710 ®_ ORDER ACKNOWLEDGEMENT ORDER NUMBER: ORDER DATE: DELIVERY DATE: SHIP VIA: CUSTOMER # QUOTE NO: 42130691-00 [SO] 03/11/09 03/11/09 Any Truck 230472 TERMS: NetlOth Prox PRINTED: 03/11/09: 01:15PM INSTR: SOLD TO: AHRENS ENTERPRISES, INC. 1461 KINETIC ROAD LAKE PARK, FL 33403 FROM: Sebastian Stock Building Supply 9555 US Highway 1 SEBASTIAN, FL 32.958 PHONE # (772)589-8976/ PAGE ENTERED BY: MATL CODE: REP: ORDER DISP: WHSE: CPO: REF: 1 of 2 cdk2 Fannin, Rodney T. 4321 SHIP TO: 202 202 AIRPORT DRIVE LOT 202 AIRPORT DRIVE SEBASTIAN, FL 32958 LN# QTY ORD PRODUCT ID TYPE UOM PRODUCT DESCRIPTION UNIT PRICE UOM TOTAL P /--------------------- ---------------------------- FOOTAGE DISCOUNT 1 3.00 OE42130691-1 -'----------------- NS EACH 3/Ox6/8x1-3/4 45MIN HM 154.70 EACH 464.10 O LC: 4-7/8 WELDED FRAME; 2 -LH; 1-RH; STANDARD BORE 0.00 PREP 2 4.00 OE42130692-2 NS EACH 3/0X6/8X1-3/4 HM WELDED 154.70 EACH 618.80 O 3 LC: 1.00 4-7/8 FRAME; 3 -LH; 1-RH; STANDARD BORE PREP 0.00 OE42130691-3 NS EACH 6/OX6/8X1-3/4 45MIN HM 167.70 EACH 167.70 O LC: 4-7/8 WELDED FRAME; RHIS 0.00 4 1.00 OE42130691-4 NS EACH 6/0X6/8X1-3/4 HM WELDED 167.70 EACH 167.70 O LC: 4-7/8 FRAME; LHOS 0.00 5 1.00 NSPOLICY SP EA NON -STOCK POLICY 0.00 EA 0.00 N PN: *** Attention Attention Attention *** 0.00 This is a NON STOCK, NON RETURNABLE SPECIAL ORDER My signature below indicates that I have approved the items ordered, quantity and ?2r price. The delivery date is r' lel �l � an estimate provided by the vendor. Delayed delivery does not constitute a reason to cancel this order. I agree to pay for c all items ordered on my behalf and am aware that no changes or cancellations will be accepted by Stock Building Supply. I will accept delivery within 5 days after arrival at Stock. date signature printed name ,continued 03./11/09 01:15 PR EDT STOCK BUILDING SUPPLY via VSI-FAX Page 3 of 3 #1941710 6= ORDER ACKNOWLEDGEMENT ORDER NUMBER: 42130691-00 PAGE 2 of 2 CUSTOMER #: 230472 SHIP TO: 202 SOLD TO: AHRENS ENTERPRISES, INC. 202 AIRPORT DRIVE 1461 KINETIC ROAD LOT 202 AIRPORT DRIVE LAKE PARK, FL 33403 SEBASTIAN, FL 32958 LN# QTY ORD PRODUCT ID UNIT PRICE UOM TOTAL P TYPE UOM PRODUCT DESCRIPTION FOOTAGE DISCOUNT ------------------------------------------------------------------------------------------------ TOTAL FOOTAGE 0.00 TOTAL WEIGHT 0.00 Sub Total 1418.30 TAX(ST: 6.001: CNTY: 1.001) 99.26 Addons 0.00 Order Discount 0.00 Down Payment 0.00 Balance Due 1517.58 pr-LCt Ssz 01L-- 0 /084N. Last Page BOBBY COONS CONSTRUCTION 27956 TH ST VERO BEACH,FL 32968 772-563-0501 OFFICE 772-794-4440 FAX CRC014101 This is a letter of Warranty/Guarantee for the stucco work at the Sebastian Airport Hangar A. 202 Airport Drive, East, Sebastian fl, 32958. All stucco work performed on the exterior dumpster walls and the utility room is guaranteed for one year from the date of substantial completion. DJ FISHER 772-473-0170