Loading...
HomeMy WebLinkAbout555 N White Cedar Rd 05-580 com new ind bldgPERMIT ADDRESS.s:, �1- Q X- RA 41 CONTRACTOR fy-\�- ADDRESS Pc� PHONE NUMBER PROPERTY ADDRESS \_0 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # nf-- �`� X_J DATE PERMIT DESCRIPTION G PERMIT VALUATION SQUARE FOOTAGE 0) 0, 0 CITY OF SANFORD PERMIT APPLICATION Permit Date: Job Address. _ J� ^J S —�AJ. (phi }C Ce dAt' Uncl �Sg ) Fuld ,31-1 11 Description of Work: L,)&rgr0U-3d • Akan' O4 (0 din lajt 1rL, o (Dtt I e c it±r e(1cc4 Historic District: V Zoning: St41L Value of Work: $_ I �4%z) • UU Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkle Alarm_ Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial _� Total Square Footage: as , 1 ) Construction Type: L� # of Stories: �_ # of Dwelling Units: Flood Zone: TEMA form required for other than X) Parcel #: l0 (-1 ` DO'S QC — (XXX� — OS O (Attach Proof of Ownership& Legal Description) Owners Name & Address: 7 L6ft t3 A LD M I t% h c_-%fi e..."O f _ � 'T'-ft n Contractor Name & .Phone & Fax: 4i Bonding Company: Address: Mortgage Lender: Address: Phone: 6t.1 7jO State License Number: UA 1 4(n I OOnJ. In 1 74U l-4134 1490-t3I-S'Contact Person: 1 .L �R1uQ4 Phone: 40- jl1.4134 Arch itect/Engineer: t'f� %I Infj Phone° +� Address: _ Fax - Application is hereby made to obtain a permit to do the work and mstallati''oI as in t wer instal lajionitas`commenced prior to the issuance of a permit and that all work will be performed to meet standards�of.all la �u,l,a, ng is 'urisdiction:1<understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,.W LLS P�tpLS F NA $OI E S, HEADERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to.this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as watt management distr , state agencies,zor federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the OPFS 71 IN Signature of Owner/Agent Date 'Sigilature of Corftract6 / gent _Date "IC_4,oet- • WkCCUtr 'Print Owner/Agent's Name Print CContractor/A ent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date DEBRA D. BROWN Owner/Agent is _Personally Known to Me or Contractor/Agent is Personally KnNotar Public, State of Florida Qyrn t _ Produced ID _ Produced ID IV'Y 8 ff. exp. Jan. 23, 2009 (; om`m�: 0D 388 53F-- j APPLICATION APPROVED BY: BfdgI 2 �, l �� Zoning:� cY � � � C��� Utilities: FD (Initial & Date) (Initial & Date) (Initial & Date) '(Initial•& -Date)---- Special Conditions: FIRST CHOICE MESSENGERS OF ORLANDO, INC. 4 0 7- 5 9 9 -1316 O TrstChoice - Right Choice" P.O. BOX 67, WIMTER PARK, FL. 32789 TAGS- FREIGHT CHARGES BUS/AIRLINE CHARGES CUSTOM6RNUMBER iT7�f DATE OF DELIVERY J PREPAID J COLLECT J PREPAID J COLLECT N0, NO. (ASAP) NAME WIGINION FIRE SMEW) NAME • LiDIRECT ' ADDRESS eA . Ttl f,(1NTY inrt r 7 ADDRESS U HOT SHOT REGULAR CITY (M, Ft. 3r' % ,CMKi CITY LJ U ECONOMY ATTEN:/RM. NO. ATTEN:/RM. NO. ❑ OVERNIGHT NO. PCs. DESCRIPTION AND MARKS WEIGHT AMOUNT 3rd PARTY BILLING ► WAITING TIME NOT RESPONSIBLE FOR FREIGHT CLAIMS AFTER 72 HRS. $50 DECLARED VALUE NOT RESPONSIBLE FOR CONCEALED DAMAGE I UNLESS SPECIFIED HERE BUS/AIR BILL NUMBER • BUS/AIRLINE CHARGES 0- DRIVER: RECEIVED BY TIME SERVICE CHARGE DRIVER: ') I't1ANK YOU FOR YOUR ORDER Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Q Back Cr L&1 y� � `s r .� Seminu a Count% i�F+crf rer�pwitt r �trxicts i 1 101 K. Nr%o St. Said rd H. 32771 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 16-19-30-5AC-0000-0580 Tax District: S1 SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 SANFORD RECYCLING & Owner: TRANSFER I Exemptions: Depreciated EXFT Value: $0 Address: 2401 S LAFLIN ST Land Value (Market): $466,222 City,State,ZipCode: CHICAGO IL 63608 Land Value Ag: $0 Property Address: WHITE CEDAR RD N Just/Market Value: $466,222 Facility Name: Assessed Value (SOH): $466,222 Dor: 40-VAC INDUSTRIAL GENER Exempt Value: $0 Taxable Value: $466,222 SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 09/2004 05495 0454 $774,000 Vacant 2004 Tax Bill Amount: $9,555 WARRANTY DEED 11/1997 03326 0931 $225,000 Vacant 2004 Taxable Value: $466,222 QUIT CLAIM DEED 05/1993 02590 0285 $112,100 Vacant DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1980 01265 0231 $82,500 Vacant ASSESSMENTS Find Comparable Sales within this DOR Code LEGAL DESCRIPTION PLAT LAND LEG THAT PT OF LOT 58 S OF RY + LOT 62 Land Assess Method Frontage Depth Land Units Unit Price Land Value (LESS S 130 FT) ST JOSEPHS SQUARE FEET 0 0 666,032 .70 $466,222 PB 1 PG 114 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *" If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=16193 05AC000OC... 12/2/2004 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN. P.O. BOX 1788 SANFORD, FL 32772-1788 N Date Project None: Phone Owner/Contact Person: Address:S� Type of Development: �) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 171 , 2", etc.): a - REMARKS: 2) NQN-RESIDENTIAL Type of Units (commercial, Industrial, etc.). Total Number of Buildings: Number of Fixture Units 3 ,X 2 12,-U' (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.) REMARKS: f !NS ��ps ' ps CONNECTIONFEE CALCULATION.• �o Name - Signature - Date vrrrrcrn »ina t 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential - * S650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. S487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgmentlassumption, estimation that such family units on average require 750/6-225 GPD of the water and sewer service of an average single family unit} Commercial S650/ERU - . Fixtures unit schedule from Southern Plumbing Code will be used. One.ERU will be charged for connection and up to twenty (20) fixtures units For projects having more that twenty (20) fixture .unit base for the fast ERU. (Example. twenty-five (25) fixtures units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) . 2) Sewer Systems Impact Fees Equivalent Residential Connections-270 Gallons Per Day (GPD) Residential - $1,700 Unit - Single Family structure, or multi -family unit Containing three (3) bedrooms or more. S1,275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgmenUassumption, estimation that such family units on average require 75% of water and sewer service of an average single family unit} Commercial- Industrial Institutional $1,700/ERU Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more than twenty (20) units the Impact fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty five (25) fixture units will be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ER14 FIXTURES.TYPE DRAINAGE FIXTURES UNIT MINIMUM SIZE OF VALVE AS LOAD FACTORS TRAP(INCHES) Automatic clothes washers, commercial (a). 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closets, lavatory, 6 - bidet and bathtub or showers Bathtub (b) (with or without overhead shower or 2 1 '/s -71 Bidet - 2 1 '/4 Combination sink and tray 2 1 'h Dental lavatory 1 1 'A Dental unit or cuspidor 1 1'/4 Dishwashing machine, (c )domestic 2 1'/2 Drh-Adng fountain '/2 1 '/4 Floor drains 2 2 Kitchen sink domestic 2 1 %2 Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 '/2 La tray(1 or .2 compartments) 2 1 '/2 Lavatory 1 1'/4 Shower compartments dome`etic Sink 2 1 '/2 Urinal 4 Footnote d Urinal,l gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 Water closets, flushometer tank, public or private 4e Footnote d Water closets, private installation 4 Footnote d Water closets, public installation 6 Footnote d For SI:11nch-25.4 mm,1 pllon=3.785 L a For traps larger than 3 inches, use Table 709.2 b A showerhead over a bathtub of whirlpool bathtub attachments does not increase the drainage fixtures unit valve e See sections 709.2 thought 709.4 for methods of computing unit valve of fixtures not -listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixtures outlet size. e For the purpose of computing -loads on building drains and sewers, water closets or urinals shall not be rated at a lowerzdrainage first fixture unit : unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS 6 .�x Fixture Drain or Trap Drainage Fixtures Size (inches) Unit Value 1 '/4 1 1 '/2 2 2 3 2 V2 4 3 5 4 6 36 Standard Plumbing codes 01997 r. - __ __ a _. C-eUNTY--OF—SEMINO.LE C _ IMPACT—FEE=STA_ TES_ J �.J�.� STATEMENT NUMBER: 04100013 DATE: September 20, 2004 BUILDING APPLICATION #: 04-10001336 BUILDING PERMIT NUMBER: 04-10001336 UNIT ADDRESS: WHITE CEDAR RD N 555 16-19.30-5AC-0000-059A TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: �� ®� APPLICANT NAME: MCKEE•CONSTRUCTION CO FL 32750 C� ry Z® BOX 471366 OF Sq LANDUSE: SANFORD CYCLING/TRANSFER NFo RQ TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: RECYCLING & ER (WARE (WAREHOUSE/OFFICE & SFORD EHOUSE) CALE ---------------------------------------------------- FEE BENEFIT RATE UNIT --------------------------- CALC UNIT TOTAL DUE TYPE ------------------------------------------------------------------------------- DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS Warehousing* CO -WIDE ORD . 358.00 ORD 19.920 1000gsft 7,131.36 ROADS -COLLECTORS Warehousing* NORTH 72.00 19.920 1000gsft 1,434.24 FIRE RESCUE N/A .00 LIBRARY N/A .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 8,565.60 STATEMENT` — RECEIVED BY: ADJoe'SIGNATURE: (PLEASE PRINT NAME) O DATE: 9 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT; OR OWNER, TO MUSTPBEAL THE EXERCISEDCBYAFIOLINGFAA RITTENTHE REQUEST WITHIN N4DEES 5�CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONZY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE -TOP LEFT OF .THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. r­_ ­ CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: © VIT #: OS BUSINESS ADDRESS: PHONE N .: �{�� l ^—i��"O FAX N07 CONST. INSP. [ J C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW,-[ F. A. [ ] F.S. [ J HOOD [ ] PAINT BOOTH-,.[ BURN PERMIT [ ] TENTPERMIT [..__ ____TANK_PERMIT [ J OTHER [�,],.-o� C4 TOTAL (PER UNIT SEE Bf O ) COMMENTS: Address / Bldg. # / Unit # Sauare Footage 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with pp ica le codes and ordinances of the City, nford, FI ri a. Sanford ire Prevention Division ` Applicant's Signature 15t1[i AnMeW DOM Gaaeasvft Oki 44231 _,tea _ February 21,2002 Re: South Florid Building Code, livrrieme Testing To Whom It May Concern: The Building of Code Compliance Office in Miami — DadeeCounty, Florida issued a Product Comp oI Notice of Acceptance to Amwel&s 1500/400 Series Outswing Comnwchd Steel Door Itpact, No. 01- 0731.01. This confirms the lams pass Miami-Dades Hurricanes Testing and allows its use in trade County and its municipalities. The 150OX00 Series has a re-ne%W approval date ofAugust 23, 2001 and sn expiration date of October 22, 2006. The doors are outswing, viewed from the exterior. The steel door faces we ASTM A366, 0.0438" minimum thickness. The steel frames are 0.053" minimum Cclmess. The minimum tensile strength of the steel is 45.300 psi (ultimate) and 23.800 psi (yield. The single frame and doable test for the 1500/400 series used the Federal 8&181 and a mortise exit device. Specific regp6muents for anclors and reinforcements must be in place. The specification are detailed in drawings one through seven, attached. Rani Rodriquez, Chief product Control Division, renewed the Notice of Acceptance No. 99-0819.01, originally issued on October 22, 1998. Please let me know of any comments or concerns. 6� 0mas L Garbarz, Jr_ - Chief Information Officer Amweld Building Products, LLC IWCTRO-DADS FLAGLCR BUILD(NG �i�-: IIUILUhitCCODE COMPLIAN(f �;; _ AIhTRO-UADE. h AGLER tlUILDIXG-' = ' 140 wl ST FLAGWt, S'CtcL't-7. sum, I m AHAniLFLORIDA 33130-1563 (305)375.2901 FAX (303) 375-29oa 11RODUCC COY17101. DtYISIOAt (I03) 375-3903 FAX (305)37_-G339 Alfau Ash.tchik nusycld Building Products, lite. 1500 Am%vcld Drive Garrettsville, 014 44231 NOTICE OF PROPOSED ACTION To. itlrmbers of the IStt/ldlnb Cade and Product Review Corrimllue and Anuveld Building Products, inc.. Applicant fit accordancc with Dade County Administrative Ord-Ir 10-3, which governs the product review process, the Product Control Scotian of the Officc of Codc Compliance, intends to issue a ! roduet Coturol Notice of Acceptance io Aneweld i3uilding Products, inc. for Series 1500/400 OutsivinG-Commercial Steel Door Impact, No. 01-0731.01 , to allow its -lse in Dade County and its municipalitics... To: Afembers of rite Strl/dine Code and Prodad Review Corranl/tce: Tits documentation being providcd-to you represents the recommendation of the Product Control Section of the omcc of Co�!c Compliance in regards to ific submittal of Antwcld Building Products, Inc. For Scrics IS001400 Outs+vinR Commercial Steel Door Impact, No. 01-0731.01_ Under [fit: provisions of Dadc County Administrative Ordcr'10-3, % hick oovcr::5 the product review process. You must review this doeuructntatiun. Ifivithin 30 day-s from the date of mailing, the do not rcecivc any written objection stating the reasons) for your disapproval, this product will be automatically approved. To' Amsctd Building Products, Inc., Applicant The Product Control Section of the OClicc of Code Cotrpliancc, in accordance with Dade County Administrative Ordcr 10-3, which governs the product review process, has issued this notice of proposed action and intends to issue a product Control Noticc of Acceptance for your Scrics 1500/400 Outsuing: Con►utereial Steel Door Impact , No- 01-0731.0i. to be used in Dad.- County and its municipalities, unless a member or iltc Building Codc and Product Review Committer- or, yoursc{fhas any olbjcctions. Should you not be in accord with this netica of proposed action and wish to appeal our recommendation, you muse makc a writtca request, stating the Masons for your objcclion(s), to our office within 30 days of the date of mailing. Upcn receipt of your written request a hearing date wilt be sct so that you can present your objcetion(s) to the Building Codc and Product Review Cotrmittc'c. Sinccrely, Rau! Rodriguez Product Control Supervisor DATE OF MAILING: 08/03P-001 tlso4s000tlpe2cm0tltcmptotcs%noticc proposed action -dot Francisco J. Quintana, R.A. Director Mailed by; r r. 7 4 BUILDING CODE COMPLIANCE OFFICE= � Mr-TRG-DADS FLAGLER BUILDING I41.) tti W FI XGLFR Mr--I.T. SM i f; IGU3 MIAMI.I~..OKlr)A 3;130_1.:43 PRODUCT CO'�'TROLNOTiCE OF -ACCEPTANCE (305)375-'-'rotFAX t3os)3 1-103 A.nwc!d Building Products, Inc. - co:'n-ILACro111.1rtw.sl.V(:.sFC-rtUV 300 Arrowc►d' Drive Garrettsville ,014 43721 CoN—nLAj.-roll ev00aCE.alrXI.DIA-151ON (303) 37S-'-%6 FAM.303) 37+-39US i,i1bnucr co-,ri ot. 1111'Lti ox pOS) )is ,9'►' FAX (30S) 37_-6339 Your a- c i=ation for Notice of Acceptance (1v0A) of: Series _5 �'-'01 t00 Outswing Commercial Stecl Door Impact under S of the Code of Miami -Dade County governing the use -of Alte.nwj: Malc.iwls lid Types of Ccnsr.::::_c, t, and completely described herein, has been recommended for acceptance by the Mian I -Dade Count,. 1111dino Code- Compliance Office (BCCO) under the condition 'specified herin. -:cis i`: r - shall rot be valid after the expiration date stated below_. BCCO rese�res the tight to secure this pro'-;uc_ _- niarerial at any time from a jobsite or manufacturer's plant for quality control testing. If this roduc- ; - ma:eriat fails to perform in the approved manner, BCCO may revoke, modify, or suspend ;i e use cf product or material immediately. BCCO resetwwes the ri-hr to revoke -is appr:,vnl, if << is , �y BCCO that this product or material fails to meet III of of the South Fio=d� the ex;,e-_p of such testing will be incurred by the manufacturer. ACCEI 1 — NCL NO_: 01-0731.01 EXPIRES: io/nJ7n06 Raul Rodrvcz Chicf Product Conlrol Division T>:' LS THE COVERSHF.FT. SEE ADDITIONAL PAGES FOR SPECIFIC MOD GF N'r1%'A1- CONDITIONS Y ; BU--ILDGXG COOK Sk PRODLICT RFv1r.W C0:1F�i1 1 f'FF. -nis urn :_ztion for Product Approval has been revie►ved by .he BCCO and approved by tine Building =ode an Product Review Committee to be used. in Miami -Dade County, F'!orida under the conditions set iorth Franciscp J. Quintal:a, R-A. Director N1ianu-Dade County APPROVED: 0,4r1230-MI Building Codc Conipl.'incc -Office 11:Ci5r{�Ol�pt_oUdluert+piacts4wu._:etepnKe ;a-t-- p3gedoc 1 Internet mail address; postmestcrrbuiid)necodconline.com Hornerabe: http://`v% w.buildinocadeoelint.tdbm Amweld Building Products Inc. ACCEPTANCE No.: 1 yY� :--='APPROVED 01-073I.01 AUG 2 3 23111 EXPIRES : October 22. 2006 NOTICE OF ACCEPTANCE: STA_NDARDCONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, enginecring documents, are no older than eight (8) years. 2- Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami -Dade County Product Control Approved". or as specificaliy stated in the specific conditions of this Acceptance. 3. Renewals of Aecep4rice will not be considered if n) There has been a change in the South Florida Building Code affecting the evaluation- orthis eroduct and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the -required documentation initiai!y submitted is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause fortel-irinadon orthis Acceptance, unless prior whiten approval has been requested (ti:�3ugh the fi lint, of a revision application with appropriate fcc) and ?ranted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: :i) Unsatisfactory pertorntance of this product or process. I b) Misusc of this Acceptance as an endorsement of any product, for sales, advertising or any ot'ha purpose. G. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and folloucd by the expiration date may be displayed in advertising literature- If any portion of the Notice of Acceptance is displayed,.then it shall be done in its entirety. 7. A copy of this Acceptance as well -as approved drawings and other documents, whcre it applies, shall be provided to die user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. r he engineer need not reseal ilia copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. - - This Notice of Acceptance consists of paves 1, = and phis asl pa, 3, Raul Rodriouca, Chie Product Contort Division 'CND OR THIS ACCEPTANCE 4 .4m•veld Building Products toe. ACCEPT: iCE rio.: 0 i-0731.01 APPROVED AUG 2 3 20M EXPIRES 1. October23.2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acc=ptance (1+10A) No- 99-05 t 9.01. which was issued on Oe!ober 22, 1998. it renews the approval of a steel door, as described In Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 19941 Edition for Miami -Dade County, for the locations where the pressLre requirements, as determined by Srr"BC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. �. PRODUCT DESCRIPTION 2.1 The Series 1500/400-- Outswing Steel Doer — Lame Missile Impact Resistant and its ccnnponents shall be constructed in strict complianed with the following documents: Drawing No. 1500,1400 Dade," Shects i through 7 of 7, prepared by the manufacturer dated 9-14-93,.with revisio., daces of 9P_*)J93 (on sheets 1 throdgh 6) and 1/5/2000 (on sheet 7), bearing the Mia:-:u-Dade Count ► Product Control renewal starap with the NOA nurmber and expiration date by the Miami -Dade County Product Control Division.- - These documents shall hereinafter be referred to as the approved drawings_ 3- LUAITATIONS •, . _ 3.1 This renewal appiies to single unit applications ofpair ofdoors and single door only, as shown in • approved drawirus. Sin`le door units shall include all components described in the activ-c Ica for this approval. INSTALLATION 4.1 The steel door and its componcnts shall be installed in strict compliance with the approved drawings. A.3 Hurricane protection system (shutters): the installation of this unit tiviil not rctLuirc a hurricane protection system. 5. LABELING 3.1 Each unit shali bear a Permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 0. BUILDING PERWT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tkp following: 6.1. t This Nt OA 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this NOVA clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SF BC) in order to properly evaluate the installation of this system. Raul odrivltez- Chier Product Control Division 11•� j, 72 tl'j 3 1 14' trffl e O1, n e Is oil WAWA, >r �fI0.AM °ex Asir M/1 �... Wa7' WA11 _--.—_—_— __—„----- fit IA ;"Llc' lr7�O to tJ If Si4"14• i 1 �tO/J4Yj Yl/1 bl7iM ' :'4frlrt . Te pt tC4R4 - 16 011 rawt atsulunoN toLtRMICt •/- 1/9' wit. BILL OF MATERIALS SIWCL TEST FRAMEFEDERAL 86/ 161 TEST DOOR MORTISE EXIT TEST DOOR 'EM OTY. DESCRIPTION ITEM OTY. DESCRIPTION ITEM OTY, DESCIZIPTIO14 1 1 400 SCRICS Sin1NC JAMO (16 CA. YIN.) 20 / 11114c RE011"0RCCAlE1(1 (10 GA_ 0111• L 20 S 11mcc REI141'anCCNCIR (to CA "fig.)! 1 400 stilts lom ,IAlre (it ck u01.) 21 1 FCC. 86,OR 101•LOCK RCIIIF. I14 1101,) 21 1 I'M 66 LOCK RC1114". (14 4A` JUN.) 1 1 •00 SCRICS IR;ADER (16 Gti u1m) It 2 10 GAGE DOOR PWLLS 72 2 16 GAGE DOOR PNILLS 1 A_ Mulct nC01rORatic (to ck ►m ), 13 1 POLrs1YRENt CORE (rAtecrt ure.. me.. 13 1 1000S'M Olt CORC (IAL[ON urc.. 111c.. i t PL#41En CVAAV 1 5/6' THICK x 1/ OENStfl CxPAIOCO 1 5/6' T1nCK N It OVISM OCPA1:0E0 a I N1S1 UIIN. SIRIKC RCO1r. (14 ck Ut►1.) PaLYSTYRt11E) POMMIC140 Y 2 rLOOR AMICIRS (M/SWRY APPl1CA1101IS 71 1 CLOSER REIIIrORcolt1►T Cox (I2 CA) 74 1 CLOSCA RER1rOnCE1tt11T DO% (ni Gti) Only) tS 1 Ello CLOSURE - LOP 16 CA, b/11,) 25 1 CIIO CLOSURE - TOP (16 C. Pitt.) R A CORInn namr, (cusSCTS) 26 1 END CLOSURE - OOTi a (W GA, 0110 26 1 ENO CLOSWIE - OoTTON (►o " mil,) 0 0 COMPLCTEO OPENCIC ANCHORS (16 GW ►llll.) 21 t NACER 7361; BUG SWEEP 27 1 IUCER 7S1S WC MEP 10 0 PIAATC SNAP-111 ►IOLC PLUGS 28 6 /10 • 3/4' SELF-0R0,1.111C SCREWS 26 a 110 a 3/4' SCIf-pAILLAIc SCREWS' I 1 0 3/0 a S W1R"t DOLTS, RUTS AM JO 1 P.v11C 111WOM11IC OOX (11 G1, 14111•) wAsI it RS 12 3 11AOCR OOIS 'KCAWERSTRIP 13 10 /6 ■ 1/1' PNI 1rEA0 SCLr-OnIl1.RIC . cws 11 J IIACCR 736S 1'RCSS-Ort WEAMERSIRIPPUIC GENERAL 110TES ODORS ARE CUTSAVIC, "CbtO FROM CIiCRIOiI. 77—c . r0A MA rAW $1 Lu K A.Slu A466. 0.043a' MtH, TIRCKIIES�• sittt raft rllwts SIUU_ OC a.m. uDl, 11141cwttsS. u>ItlwVu Tt11sRE Smownl 1 S.JOO ofi (ULAW.TC). 23 Soo oil 11m). R'l7:LAMIlmll.0d tLl toot M LTTVLI �n Ot7coot n+�mfu nrrlcr Afl' 42 Al v4w%nl6 xmn tw wo alrA Imalr, jaa rA1l�4L� rsoollct I>Dnita tm11D1 6'JIt41C. � 7fKCt 01(11t , SCUION A —A _... •--raoa[cr►•rr',nas.,, EXTERIOR -- _- _ 1 OG. (Da Otto tax ctort)v.0• cprnnrnrs` t/ PER CU. r1. ►%vSrrsrNC CORE -•• fstt ntLDrr 1 3/a' 04 PLICAr1,61L) 174, e� Hurt :• �r f t t. t` •i i ��'�t'`!.':1�. �y J••:(;• 4j �; ':I7 :air;s� ��r••' �� ,6 MC LU ►A04LS TOP VIM ►' 1�as/ssts'atan¢Rstn,a' ' Iwo AnD JaUtIS t t f, GE)IEIIAL IIOTGB SECTION—Q SECn-PICLL SUOSiRAIC OR 7 Or 7. rt/Y ►Prrct7 •.. _^-'.—'�"�—' 00(1R5 ARE OVTS fIG, Vlfl' aotce roe-t7 cti C?WJK, rf:OlA £7tTER10R. � Paortcnat nt�tG 7' G.c SPIMC DOOR IS R14 SH(M gw LN OPPOSITE. 1 n K noses row,. +W1;A Teeues ,.�• trQ+,cs EXTERIOR U. CAGE LNtls 1 3/4- WAR a, as "n-ARWrg UMGI . 1 rtA C 1- M PMIWMoK CG C -i•i 1,.. i ��`If .Y`f;fir r .ter P anu s us W4CJl 7393 WEAMCATMIM VIC}Z TOP V! �• as ® TOP VIEW It,CEA 7SIf/silt +KAr,4tiitllp SECTION C—C moo lum ® Y �;�sL. \ IV40 etas tpfircimmi, 13111 NGf►stGifAP EXTERIOR ?at X, r •fir•, U"wv roll �i emm TOP. 1/1• r; IiAOMID All :1 ►owl Am4r. +, is a Ck RrR �C i3D[D t •t O.C. � . V: loco MY rAlcr— TV,A &W �r s� tuCU1 MI. RALAJD N rtLar 60U 1-3 MMG At Wa1LYW. A,M )Irt HVIV 11reA RRIAWC CM Dtrq ey b. till Fr_.141,4 L•1_l.y4,__ t Mr.1 Waist maul "Rom Ott14 ttlK�t�� I (1.01EHAL MOTES i SCC-fl0i\!_ D-D .SECTION E E SECTION �G-G E > 3/1' 7/8. l: r, G y SP071'1ElD TO PNIC /II GAZE SPOTRCLO TOF PJUIftI i1+ GAGE 1 ]/t' DOOR CLOSER 1 RElMORCIHC OCTIJL 1O / 12 4 1/2- NIIIGE RCIHF. AUERIIME ' 4 1/2' RIME REIP(r). O+Icr 1/32/02 rr: n REINFORCEMENTS w: ^4' AH5I/0111 A I is, I rec. BG (MORTISE) AIISI/0141 AI1S.2 rEO. 161 (00RED) 4 7/0' ANSI STRIKE (Rcr(A TO SCw1011 c-c mR cram(A.D v%cw or_rrw-AROVlm ASTIt ql .10CT7ru�K� QI- �?�La c�rlttnxva �.E � :n r1M<'oncmlRtJA .nrrlo uTwD 41 gimme trnt twt J0.9M cr+G 01w per qq� rrl 0 ILLL ' ►+ooua a�ilca orrs:o� PAtMQ CCU WwrU%Kr OMa is�as' P. .wer.W. C. M: S'flal<E IREINI'ORCCMCNT __ HINGE PNEINFORCEME14T 1 STRIKE REINFORCEMENT 2, $Pomt�os I b s' ©x Sa011�ELO 0 a 0r Fi-.. ACArNST ltEAOER, 12 CA REIN. DOOR StOE I fl � O10 iJ.GE MIN, NNrGC FPWTER GUARD REINfORCEueff. J SPOT OR PROJECTION WrLDS PER TAB MITERED CORNER ® CORNEA REINF WELDED TO HEADER FRAME DEPTHS DEW TAB f 5 �f<� 1AIt1161UA1 TO 12 J/4" } 'IMER-LOX' 1RAWE SHOWN OPTICHAL - ASSD48LEO FliJuIES ARE � ARC '11E10E0 AT RETUAIIS AND CORNER F rnQtX1 G'C �'t'l:s� ffv.. E... � r. 1Z7:1tf.l'1SYDAfR �Yn�YI�@OOLM�R�111i;17S Mrrom M ccwtwc WqN tui Grmm, It9.i rro�VCI ea lta arlo, wlaw car F%Wnr m�u�1� Jaul& 1 kx ' Permit Number Parcel Identification Number Prepared by: David Rodd McKee Construction Co. P.O. Box 471366 Lake Monroe FL 32747-1366 Return to: David Rodd McKee Construction Co. P.O. Box 471366 Lake Monroe FL 32747-1366 NOTICE OF COMMENCEMENT State -of F1ori da County of Seminole -.ANNE MORSEL CLERK OF CIRCUIT COURT INOLE COUNTY 05499 P6 0416 ERK'S # 2004167745 ORDED 10/29/2004 11:18:36 AM ORDING FEES 10.00 ORDER BY t holden cop? 90ARYANNE MORSR OLERK OF CIRCUIT COURT RIF41t l0k CQUNM, FLOM[ ITY r.1 F17K The undersigned hereby gives notice that improvement(s) 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. 1. Description of property (legal description of the property, and street address if available) See attached legal description. 555 N. White Cedar Road 2. General description of improvement(s) New facilities. 3. Owner information Name Sanford Recycling & Trans f erTelephone Number 407-509-21 96 Address 148 Baywood Avenue Fax Number 407-834.-6885 Longwood FL 32750 Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number Contractor McKee Construction Co. Name P Q R o x 4 713 F 5. Telephone Number 4 0 7- 3 2 3- 11 5 0 Address Lake Monroe FL 32747-1366 Fax Number 407-323-9304 6. Surety (if any) Name Telephone*Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Address Telephone Number Fax Number 8. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): / 0417 a-00 Date Signed : natur of Owner *,Le : per §7 .13 1)(g}, "o r ust sign ...and no one else may be permitted to sign in lam' his or her stead." Swom o ands bscri . of efore me this � �� day of CTG'7��J�� , 19 Roo by / Tc ESQ S F M f �'Cc 1NT f' "7;� 4 -- who is oersonaliv known to me OR produced as identification. L'OFFICIAL SEAL Signature of Notary (notarial se o appear below) ATTHEWJ. CARMODY ITARY PUBLIC, STATE OF ILLINOISOMMISSI0P� EXPIRES 12-20.2005 Form Revised: 3/98 ti w y"3=/HE 4 10:59 4077 2247 UIHLEN &SILLS, P.A. PAGE 04/05 i a LEGAL. AEA( Lot 62 (less the South 130.00 feet thereof) allin FLORIDA. LAND AND COLONIZATION COMPANY iLIMITED WEST BEARDALL'S MAP OF`ST. JOSEPH according to the Plat thereof as recorded in Plat Book 1, Page 114 of the Public Records of Seminole County,. Florida. .Also: Beginning at the Southwest Corner of Lot 58, FLORIDA LAND AND COLONIZATION COMPANY LIMITED WEST BEARDALL'S MAP OF ST. JOSEPH as recordad in flat Book 1, Page 114 of the Public Records of Seminole County, Florida; Run N'000 02' 3 6 W. 7.38 Feet; thence S 891 54'36"'E. 645.91 Feet; thence S 000 00' 00 E. 4.52 Feet; thence S 890 50' 06" W. 645.91 Feet to the Point of Beginning. Containing 7.74 Acres +/- SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 16, 2005 Business Address: 555 N. White Cedar Road Occ. Ch. 42 Storage/Office Comment: Instillation of under ground fire line Application— Per N.F.P.A. #13-/25 • Tamper switches required on all outside and inside fire sprinkler valves, including all outside valves • Backflow Prevention valves • Two hour hydro required on underground pipe • 360' (ft) of 6" PVC DR-14 • 6 MINUTE FLUSH REQUIRED • PAINT ALL LUG BOLTS AND THREADED ROD • VISUAL INSPECTION REQIURED BY F.D. to view 3' ft pipe depth CITY OF SANFORD FIRE DEPARTMENT - FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 40.7-330-5677 DATE: �� PERMIT #: BUSINESS NAME / PROJ�F�T:� �i2 ADDRESS: PHONE NO.: f 7l- FAX NO.: CONST. INSP. [ } / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S". HOOD [ ] PAINT BOOTH [ j URN PERMIT [ ]� TENT PERMIT ] yij TANK PERMIT [ ] OTHER ] (> a, C- TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Square Footage Fees per Bldg. /Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and ordinances of the .City of Sanford, Florida., Sanford Fire Prevention Division Applicants i nature f SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION B 300 N. Park Ave., Sanford, Fl. 32771 / P. 0. Box 1788, Sanford, Fl. 32772 _ (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 16, 2005 Business Address: 555 N. White Cedar Road Occ. Ch. 42 Storage/Office Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Instillation of under ground fire line Application— Per N.F.P.A. #13425 • Tamper switches required on all outside and inside fire sprinkler valves, including all outside valves • Backflow Prevention valves • Two hour hydro required on underground pipe • 360' (ft) of 6" PVC DR-14 6 MINUTE FLUSH REQUIRED • PAINT ALL LUG BOLTS AND THREADED ROD 0 VISUAL INSPECTION REQIURED BY F.D. to view 3' ft pipe depth Project No: 2010283 Project Name and Location: SANFORD RECYCLING 555 N. White Cedar Rd. Sanford, FL 32771 Material Submittal Index Section Item Specification Section A. Pipe B. Fittings C. Valves D. Backflow Preventer E. Hose / Fire Dept. Conns. RECOVED FE '' 4 . Zoo NOTE: Specialty items, such as electrical components or other items indexed in accordance with the project requirements, including special submittals, will be as provided by Wiginton suppliers. Daytona Beach°Ft Myers°Jacksonville°Melboume°Miamio0dando°Tampa°West Palm Beach Longwood Office: 450 South County Road 427 ° Longwood, FL 32750 Tel. No. (407) 831-3414 ° Fax No. (407) 831-5740 Form WFPE-300 E I I Specif ications: I Spigot Assembly Available in Male/Female CIPS Coupler l l j i l j j I \ .......... .... _ I E - - - -=----------[� m FLOW t.. .... i . Standard Features. * UL Listed I * Stainless Steel Construction j * Light Weight, Easy to Install i ' The Spigot Assembly shall be composed of an extended 90 degree fitting of fabricated 304 stainless steel tubing, maximum working pressure of 175- PSI. The fitting shall have a grooved —end connection on the outlet (building) side and a male or female CIPS coupler on the underground (inlet) side. I The fitting shall be similar `in all.. aspects to the Spigot Assembly as manufactured in the U.S.A. by I i Texas Manufacturing Company, Whitesboro, Texas or approved equal. The Spigot Assembly is used to connect the main fire supply to the building overhead fire system. The fitting passes under the -foundation and extends up through the floor. The unit has a' CIPS coupler for easy connection to the underground, supply . and an industry standard grooved —end connection on the building side for easy connection to the overhead fire sprinker system. TEXAS MFG. CO, 26449 Highway 56, Whitesboro, Texas 76273-7914 (903) 564-3554 FAX(903) 564-3189 FIRST MOTOTr MESSENGERS OF ORLANDO, INC. 4 0 7 "First Choice — Right Choice" P.O. BOX 67, W I N 599-3160 TAG TER PARK, FL. 32789 FREIGHT CHARGES BUS/AIRLINE CHARGES CUSTOMIfp NUMBER DATE TYPE OF DELIVERY ❑ PREPAID J COLLECT J PREPAID J COLLECT N0. NO. • ❑ RUSH (ASAP) NAME W11310TOR Fin.S, SYSI(F NAME � � ❑ DIRECT • ADDRESS $i(!{ rc�ri'i ADDRESS ! i ❑ HOT SHOT '6 REGULAR • CITY i_01"a, F1.7% CITY U ECONOMY • ATTEN:/RM. NO. ATTEN:/RM. NO. '`' ❑ OVERNIGHT NO. PCs. DESCRIPTION AND MARKS WEIGHT AMOUNT 3rd PARTY BILLING ► WAITING TIME NOT RESPONSIBLE FOR FREIGHT CLAIMS AFTER 72 HRS. $50 DECLARED VALUE NOT RESPONSIBLE FOR CONCEALED DAMAGE UNLESS SPECIFIED HERE COD AMOUNT BUS/AIRLINE CHARGES ► BUS/AIR BILL NUMBER ► ` DRIVER: RECEIVED TIME SERVICE CHARGE DRIVER: ._ r , • ' vw�THAMYOU FOR POUR ORDER MATERIAL 304 S/S. RAWINGS TX001 & TX002 FOR GROOVE DIMENSIONS. RAWING TX003 FOR CIPS FEMALE COUPLER DETAILS. )RAWING TX004 FOR CIPS MALE COUPLER DETAILS. 7/8' Thru Hole � � 1 ti I I 4" 2"x2" Angle Iron Rod Clip 'LER DIMENSIONS A B C D Weight E 4 1/2" OD 66"-114" 6" 66" 68 lbs. 6 5/8" OD 63"-111" 9" 63" 106 lbs. 8 5/9' OD 60"-108" 12" 1 60" 1 4 Ibs. Dra.mg No I Rev. � S 1 PSSIFjn 1, 2000 Cusp FF Fab Quality Fabrications For The Waterworks Industry Hughes Supply 590 N Ferguson Drive Orlando, FL 32805 Re: FLANGED PIPE 109 Fifth Street Orlando, Florida 32824 (407) 859-3954 Fax (407) 8S1-6370 Nationwide Fax (800) 599-5805 Nationwide Phone (800) 440-3157 c-ittail:pipe@ciistomfabr.com www.crrstomfabr.com This letter will serve as certification that the fabricated pipe sapplied by CUSTOM FAB is manufactured in accordance with ANSI/AWWA C115/A21.15-94. The ductile iron pipe flanged by Custom Fab is AMERICAN Ductile Iron Pipe, Class 53 or greater, and is manufactured in accordance with and meets or exceeds all applicable requirements of AWWA C151/A21.51-96. The cement lining is in accordance with ANSI/AWWA C104/A21.4-95. Flanges for ductile iron pipe are in accordance with AWWA C115. All materials incorporated into these products are NSF/61 approved and U L Listed. Finished products are individually labeled accordingly. Sincerely, C TOM FAB 94�� col�— Christopher M. Comins President STATE OF FLORIDA COUNTY OF ORANGE Sworn to and subscribed before me this 1st day of July, 2000. NOTARY PUBLIC KHOLLY K. PORTER OMMISSION CC 923687 XPIRES' Mar 30.200u L Notary Service 8 Bonding. Inc. I i C -- 900 AWWA C-900 PVC DATER PIPE DIMENSIONS AND PRESSURE CLASSES FOR DIMENSION RATIO (DR) PVC 1120 PIPE WITH CAST -IRON -PIPE -EQUIVALENT ODs Minimum Laying Outside Wall Weight Truckload Size Length Diameter Tolerance Thickness Tolerance (Pounds/ Pieces Bundle Class- DR (Feet) (inches) (inches) (inches) (inches) Foot) Bundle Truckload Pieces Footage 4"-100 25 20 4.800 t0.009 0.192• +0.023 1.92 38 20 760 15,200 6"-100 25 20 6.900 t0.011 0.276 +0.033 3.96 28 12 392 7,840 14 4 fill-100 25 20 9.050 f0.015 0.362 +0.043 6.81 20 8 220 4,400 15 4 10"-100 25 20 11.100 t0.015 0.444 +0.053 10.25 12 12 144 2,880 12"-100 25 20 13.200 t0.015 0.528 - - +0.063 14.50 8 6 ?8 98 4 2@4 6 6@6 3 2@3 4"-150 18 20 4.800 t0.009 0.267 4-0.032 2.61 38 20 760 16,200 fill-150 18 20 6.900 i0.011 0.383 +0.046 5.41 28 12 392 7,840 14 4 8"-150 18 20 .9.050 t0.015 0.503 +0.060 9.32 20 8 220 4,400 15 4 10"-150 18 20 11.100 t0.015 0.617 +0.074 14.00 12 12 144 2,880'' 12"-150 18 20 13.200 t0.015 0.733 +0.088 19.80 8 6@8 98 1,960 4 2@4 -' 6 6@6 3 2@3 • 4'--200 14 20 4.800 t0.009 0.343 +0.041 3.30 38 20 760 15,200 • fill-200 14 20 6.900 t0.011 0.493 +0.059 6.84 28 12 364 7,280 14 2 • 8"-200 14 20 9.050 i-0.015 0.646 +0.078 .11.76 20 4 200 • 4,000 15 8 10"-200 14 20 11.100 t0.015 0.793 +0.095 17.71 12 12 144 2,880 12"-200 14 20 13.200 t0.015 0.943 +0.113 25.04 8 6@8 98 1,960 4 2@4 6 6@6 3 2@3 "Pressure classes are working -pressure ratings (AWWA C-900 Sea 2.8) *Truckload quantities are lower due to weight limits. MEETS OR EXCEEDS ALL INDUSTRY STANDARDS AND SPECIFICATIONS* Materials High -Quality Workmanship pipe is made from avirgin PVC compound with a cell classification Pipe is homogeneous and free from defects. Color, density and of of 12454-B; the established hydrostatio•desigrrbasls (HDB) rating is physical properties are as uniform as commercially possible. Mat 4,000 psi at 73.4°F. (23-C.) The Standard Thermoplastic Pipe Material surfaces are free from imperfections that might cause leakage at Designation Code is PVC 1120. White Is the standard with blue optional. joints. Nontoxic Dimensions PVC compounds used In the manufacture of pipe contain no The dimensions and tolerances for the pipe barrel conform with Ingredients that will migrate into the water In amounts considered to be A1NWA requirements Fisted in Table. The bell ends conform with the toxin requirements for PVC pipe. Compatible Gaskets and Lubricants Pressure Requirements Gaskets and Lubricants are compatible with the plastic material Pipe meets or exceeds all established criteria for either sustainer in pipe and in combination with them will not adversely affect the burst pressure loss. potable qualities of the water. One gasket is furnished with each bell -end pipe. Gaskets and joints meet all requirements for performances as Standard Length specified inASTMF-477. All gaskets are factory installed and have as tee Pipe is supplied in standard nominal laying lengths of 20 feet reinforcing ring (Locked=in). -19- i_. . .. - .... . .__.. - , . a i*r/unior 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 C111 /A21.11. NOTE: Fittings are cement -lined and seal - coated in accordance with ANSI/AWWA C104/A21.4; also available double cement - lined or bare. See list price sheet for details. MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS T K2 J D C JOINT DIMENSIONS IN INCHES F A Kr Size A Dia. 8 C Dia. D Dia. F Dia. J Dia. K' Dia. K' Dia. L M S T X Dia. 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 7/8 6 6.90 2.50 8,02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 7/8 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31. 13.37 .66 1.00 .45 .38 7/8 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 7/8 14.15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 7/8 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 7/e 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 7/8 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 1 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .5 .61 7/8 BENDS R TAI r. 0 BOLTS Size No. s/ex3 4..: 3/4x3'/2 4 3/4x3'/2 6 '/4x3'/2 6 '/4x3'/2 8 '/4x3'/2 8 '/4x4 10 3/4x4 12 3/4x4 12 /4x4 3/4x4' /2 14 16 T" I I-- A I-- A ►I T 7�A-1 T� P� �.T A 1-A^ 90' Bends (1/4) 45' Bends (1/8) 221/20 Bends (1/16) 11'/4° (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 38 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 Al 9.5 9.0 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 111 3.86 16.90 80 2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 131 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 14.50 289 7.50 30.19 292 7.50 60.94 287 3 .60 17.0 15.5 505 8.00 16.88 348 8.50. 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 475 9.00 37.69 460 9.00 76.12 457 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 6-22-98 4 Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (205) 236-7601 Tyler/Union BENDS ,R 1- R A i MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS Y Y - 4 90' Bend MJ x PE (114) 45' Bend MJ x PE (1 /8) 221/2' Bend MJ x PE 0 / 16) 111/4' Bend MJ x PE (1 /32) Dimensions Dimensions Dimensions Dimensions Size T A Y R Weight A Y R Weight A Y R Weight A Y R Weight 3 .34 4.5 10.0 4.0 20 2.0 7.5 3.62 16 1.50 7.00 4.98 16 1.25 6.75 7.62 15 4 .35 5.0 10.5 4.5 25 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 19 6 .37 6.5 12.0 6.0 45 3.5 9.0 7.25 37 2.58 8.08 13.50 34 1.80 7.30 13.26 32 8 .39 7.5 13.0 7.0 65. 4.0 9.5 8.44 56 2.84 8.34 11.80 50 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 109 5.0 10.5 .10.88 83 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 10.5 16.0 10.0 135 6.0 11.5 13.25 108 3.86 9.36 16.90 87 2.56 8.06 20.90 76 14 .51 12.0 20.0 11.5 220 5.5 13.5 12.06 165 3.93 11.93 17.25 152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 R rl 90' Bend MJ x Flange (114) 45' Bend MJ x Flange (1/8) 221/2 Bend MJ x•Flange- (1/16) R 1 V/4° Bend MJ x Flange (1 /32) Dimensions Dimensions Dimensions Dimensions Size T A R F Weight A R F Weight A R F Weight A R F Weight 3 .34 4.5 4.0 5.5 21 ... ... 4 .35 5.0 4.5 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.5 6.0 8.0 46 3.25 5.49 5.0 57 2.25 6.35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 71 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9.5 9.0 11.0 121 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2.00 10.25 6.5 75 12 .43 10.5 10.0 12.0 155 6.0012.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 .51 12.0 11.5 14.0 227 5.5010.85 8.5 207 16 .52 13.0 12.5 15.0 280 6.00 12.02 9.5 290 - - - - s --- - 90° Swivel x Swivel Hydrant Ell Dimensions t� Size T A B C D E F R 'Wei( 6 .37 10.5 15.5 7.10 11.2 6.90 8.02 6.0 86 ' Weight includes two swivel glands. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-551 1 6-22-98 Union Foundry Company 0 P.O. Box 309 0 Anniston, Alo6oma 36202 • (205) 236-7601 5 MECHANICAL JOINT SSB-DUCTILE [RON CLASS 350 FITTINGS CROSS a MJ Tee MJ x FE Tee MJ x Swivel Tee Cross Dimensions Weights Size T T' H J' 1' J3 MJ MJxFE MJxSt Cross 3 .34 .34 3.5 3.50 5.5 ... 26 28 33 40 .35 .34 3.5 4.00 6.5 ... 32 34 ... 38 4 .35 .35 4.0 4.00 6.5 ... 35 38 ... 42 6x3 .37 .34 3.5 5.00 8.0 ... 47 51 ... 6x4 .37 .35 4.0 5.00 8.0 ... 51 54 62 6 .37 .37 5.0 5.00 8.0. 10.50 60 64 77 80 80 .39 .34 4.0 6.50 9.0 ... 68 ... Sx4 .39 .35 4.5 6.50 9.0 .. 71 72 .. 84 8x6 .39 .37 5.5 6.50 9.0 11.50 80 83 89 108 8 .39 .39 6.5 6.50 9.0 11.50 90 94 116 120 t O0 .41 .34 4.0 7.50 11.0 ... 83 1Ox4 .41 .35 4.5 7.50 11.0 83 89 98 1Ox6 .41 .37 5.5 7.50 11.0 13.00 93 107 113 118 1Ox8 .41 .39 6.5 7.50 11.0 13.00 111 115 129 138 10 .41 .41 7.5 7.50 11.0 ... 120 130 ... 155 12x3 .43 .34 4.0 8.75 12.0 ... 100 ... 12x4 .43 .35 4.5 8.75 12.0 104 115 123 12x6 .43 .37 5.5 8.75 12.0 14.25 115 120 128 140 12x8 .43 .39 6.5 8.75 12.0 14.25 123 146 149 162 12x10 .43 .41 7.5 8.75 12.0 ... 153 174 ... 187 12 .43 .43 8.75 .8.75 12.0 178 198 ... 212 14x6 .51 .44 6.5 10.50 14.0 16.00 183 205 211 210 14x8 .51 .45 7.5 10.50 14.0 206 ... 231 14x]0 .51 .46 8.5 10.50 14.0 ... 229 244 255 14xl2 .51 .47 9.5 10.50 14.0 235 276 ... 269 14 .51 .51 10.5 10.50 14.0 281 302 299 16x6 .52 .45 6.5 11.50 15.0 17.00 229 213 248 250 16x8 .52 .46 7.5 11.50 15.0 ... 248 260 ... 264 16xl0 .52 .47 8.5 11.50 15.0 ... 265 287 286 16x12 .52 .48 9.5 11.50 15.0 281 312 ... 310 16xl4 .52 .51 10.5 11.50 15.0 ... 317 348 ... 16 .52 .52 11.5 11.50 15.0 ... 323 374 410 t Weights include swivel gland Q Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texos 75710 • (903) 882-551 1 6 Union Foundry Company • P.O. Box 309 • Anniston, Alobomo 36202 • (205) 236-7601 6-22-98 I!P i i Tyler/Union 9 TEES (Continued) T, T MJ Tee Size T 18x6 .59 18x8 .59 18x10 .59 18x12 .59 18xl4 .59 18x16 .59 18 .59 20x6 .60 20x8 .60 20x10 .60 20xl2 .60 20x 14 .60 20x16 .60 20x 18 .60 20 .60 246 .62 24x8 .62 24x10 .62 24x 12 .62 24x14 .62 24x16 .62 24x 18 .62 24x20 .62 24 .62 MJxFETee T' H Dimensions J' J' .44 6.5 12.5 15.5 .45 7.5 12.5 ... .47 8.5 12.5 .49 9.5 12.5 ... .56 10.5 12.5 .57 11.5 12.5 ... .59 12.5 12.5 .44 7.0 14.0 17.0 .45 8.0 14.0 .47 9.0 14.0 ... .49 10.0 14.0 .56 11.0 14.0 ... .57 12.0 14.0 .59 13.0 14.0 ... .60 14.0 14.0 .44 7.0 16.0 19.0 .45 8.0 16.0 .47 9.0 16.0 ... .49 10.0, 16.0 ... .56 11.0 16.0 ... .57 12.0 16.0 ... .59 13.0 16.0 ... .60 15.0 17.0 ... .62 17.0 17.0 ... MJtFE' Flange Dimensions nreion Pge3�F. T, T Z J3 18.0 19.5 21.5 MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS M1 x Swivel Tee Weights MJ MJxFE tMJx5, 275 261 278 280 351 ... 286 ... 370 ... ... 415 ... ... 445 ... ... 490 335 345 358 383 ... ... 410 ... ...- 432 ...�;h� 475 530 ... ... 560 ... ... 605 454 460 458 475 ... ... 505 ... ... 545 580 ... 585 ... ... 625 744 ... 675 ... ... 740 ... 830 t Weights include swivel gland. MJxPExMJTee Dimensions Size T T' H J' Z Weights 6 .37 .37 5.0 5.0 11.5 57 MJ GLANDS Glands Size Weight Size Weight 3 3 12 12 4 4 14 16 6 6 16 20 8 8 18 25 10 10 20 31 24 39 Swivel x Solid Adapter with Swivel Gland Size by Wall Laying Length Thickness Weight 6xl3 .37 47 6x18 .37 58 6x24 .37 69 8x12 .39 52 Size by Wall Laying length Thickness Weight 6xl2 .37 28 6x18 .37 49 6x24 .37 52 i Tyler Pipe/Utilities Division - P.O. Box 2027 - Tyler, Texas 75710 - (903) 882-551 1 € 6-22-98 Union Foundry Company - P.O. Box 309 - Anniston, Alabama 36202 - (205) 236-7601 7 'Wyes Dimensions Size A Y T T' Weights 3 2.0 8.5 .34 .34 36 4x3 1.0 9.0 .35 .34 40 4 2.5 9.5 .35 .35 45 6x4 1.5 11.0 .37 .35 67 6 3.0 13.0 .37 .37 93 8x4 0.5 13.0 .39 .35 93 8x6 2.0 14.5 .39 .37 1.13 8 3.5 16.0 .39 .39 136 l Ox4 0.0 15.0 .41 .35 118 1 Ox6 1.0 16.0 .41 .37 136 .Ox8 2.5 17.0 .41 .39 1,70- 10 3.5 19.0 .41 .41 199 12x4 0.0 16.5 .43 .35 150 12x6 1.5 18.5 .43 .37 186 12x8 1.5 18.5 .43 .39 188 12x10 3.0 20.0 .43 .41 223 12 4.5 22.5 .43 .43 272 14 6.0 25.0 .51 .51 465 16x6 0.0 21.0 .52 .45 300 16x8 0.5 22.5 .52 .46 327 16xl2 3.5 25.0 .52 .48 465 16 6.5 28.0 .52 .52 575 ' Not included in AWWA C153. MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS M REDUCERS MJ x MJ MJSEBxPE MJLEBxPE PE x PE Dimensions MJ SEB LEB PE Weights Size T T' L I. L L MJ SEB LEB PE 40 .35 .34 4.0 9.5 9.5 15.0 18 17 18 17 6x3 .37 .34 5.0 10.5 10.5 16.0 26 25 27 20 6x4 .37 .35 4.0 9.5 9.5 15.0 27 26 27 25 8x4 .39 .35 5.0 10.5 10.5 16.0 36 34 36 33 8x6 .39 .37 4.0 9.5 9.5 15.0 40 37 39 36 1Ox4 .41 .35 7.0 12.5 12.5 18.0 47 46 43 10x6 .41 .37 5.0 10.5 10.5 16.0 47 48 52 48 10x8 .41 .39 4.0 9.5 9.5 15.0 54 52 52 47 12x4 .43 .35 9.0 14.5 14.5 20.0 67 61 68 60 12x6 .43 .37 7.0 12.5 12.5 18.0 67 58 66 58 12x8 .43 .39 5.0 10.5 10.5 16.0 64 62 65 60 12xl0 .43 .41 4.0 9.5 9.5 15.0 78 62 65 59 14x6 .51 .44 9.0 17.0 14.5 22.5 108 107 112 ... 14x8 .51 .45 7.0 15.0 12.5 20.5 104 107 108 ... 14xl0 .51 .46 5.0 13.0 10.5 18.5 100 102 100 ... 14x12 .51 .47 4.0 12.0 9.5 17.5 100 101 100 99 16x6 .52 .45 11.0 19.0 16.5 24.5 132 131 144 128 16x8 .52 .46 9.0 17.0 14.5 22.5 132 128 136 132 16x10 .52 .47 7.0 15.0 12.5 20.5 128 124 128 123 16x12 .52 .48 5.0 13.0 10.5 18.5 125 123 119 113 16xl4 .52 .51 4.0 12.0 12.0 20.0 140 139 138 133 18x8 .59 .45 14.0 .22.0 19.5 27.5 194 180 195 ... 18x10 .59 .47 12.0 20.0 17.5 25.5 196 180 185 ... 18x12 .59 .49 10.0 18.0 15.5 23.5 185 170 190 ... 18x14 .59 .56 8.0 16.0 16.0 24.0 190 181 200 ... 18x16 .59 .57 7.0 15.0 15.0 23.0 196 180 190 ... 20x10 .60 .47 14.0 22.0 19.0 27.5 225 210 210 ... 20x12 .60 .49 12.0 20.0 17.5 25.5 210 200 210 ... 20xl4 .60 .56 10.0 18.0 18.0 26.0 208. 198 205 ... 20x16 .60 .57 8.0 16.0 16.0 24.0 225 215 222 ... 20x18 .60 .59 7.0 15.0 15.0 23.0 233 220 ... ... 24x12 .62 .49 16.0 24.0 21.5 29.5 .310 300 310 ... 24x14 .62 .56 14.0 22.0 22.0 30.0 315 325 335 ... 24x16 .62 .57 12.0 20.0 20.0 28.0 325 319 310 ... 24xl8 .62 .59 10.0 18.0 18.0 26.0 312 310 ... ... p 24x20 .62 .60 8.0 16.0 16.0 24.0 315 305 ... ... 8 Tyler Pipe/Utilities Division o P.O. Box 2027 • Tyler, Texas 75710 • (903) 882.5.51 1 Union Foundry Company • P.O. Box 309 • Anniston, Alobama 36202 • (205) 236-7601 6-22-98 SOLID & TAPPED PLUGS & CAPS T T T T .J 3"-12" 14"-24" 3"-12" 14"-24" MJ Plug MJ Cap Dimensions Max. Weights Size . T Tap Plugs Caps 3 .46 2 8 8 4 .46 2 10 10 6 .46 2 18 17 8 .46 2 26 25 10 .56 2 36 35 12 .56 2 46 44 14 .62 2 79 85 16 .62 2 100 93 18 .65 2 130 122 20 .66 2 153 148 24 .68 2 202 202 TAPPED TEE MJ Tapped Tee (2" Tap) Dimensions Size T L Max. Tap Weights 3 .34 6 2 19 4 .35 6 2 23 6 .37 6 2 37 8 .39 6 2 53 ' 10 .41 6 2 68 12 .43 6 2 88 16 .52 6 2 164 MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS SOLID SLEEVES T rT T Lz--�! Short Long Dimensions Weights Size T L' L' Short Long 3 .34 7.5 12 13 19 4 35 7.5 12 17 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 53 10 .41 7.5 12 49 64 12 .43 7.5 12 56 82 14 .56 9.5 15 ill 141 16 .57 9.5 15 137 172 18 .68 9.0 15 160 200 20 .69 9.0 15 212 269 24 .75 9.0 15 272 368 4 ' ADAPTERS T I I'-- Lz --{ T MJxFE FExPE Dimensions Weights Size T L' L' MJxFE FExPE 3 ,34 6 12 18 4 .35 6 12 24 6 .37 6 12 36 8 .39 6 12 52 10 .41 6 12 67 12 ..43 6 12 80 14 .51 6 12 126 16 .52 6 12 166 20 .60 6 ... 275 1 -w 24 33 52 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 6-22-98 Union Foundry Company 9 P.O. Box 309 0 Anniston, Alabama 36202 9 (205) 236-7601 9 0 <a> APPROVED RESTRAINT HARNESS FOR C900 PIPE BELLS A (RESTRAINT RING LD.) SIDE BOLT B C A2 (BELL RING I.D.) , FRONT VIEW L 1500 1600 RESTRAINT RING BELL RING SIDE VIEW NOMINAL PIPE SIZE SERIES NUMBER APPROX. SHIPPING WT. PRESSURE RATING* A A2 B C E E2 L 4 1604 18 lbs. ' 150 psi 4.80 4.95 10.01 8.13 1.25 1.21 '14 X 12 6 1606 241bs. 150 psi 6.90 7.10 12.63 10.50 1.59 1.25 1 X 17 8 1609 391bs. 150 psi 9.05 1 9.40 15.5 13.38 1.60 1.63 1 X 17 10 1610 63 lbs. 150 psi 11.10 11.45 17.38 15.13 1.93 2.38 1 X 21 12 1612 69 lbs. 150 psi 13.20 13.55 20.13 18.00 2.13 2.16 1 X 21 * Tested with a minimum 4:1 safety factor All sizes are Factory Mutual approved for use on Class 150 (DR18) PVC pipe INSTALLATION INSTRUCTIONS SAMPLE SPECIFICATION 1 Install Spigot end of the pipe in to bell in the normal manner. Restraint for PVC pipe bells (AWWA C900) shall consist 2 Remove side bolts from the non -serrated bell ring. Install both of the following. The restraint shall be manufactured of halves around the pipe behind the bell. Replace the side bolts . ductile iron conforming to ASTM A536. A split ring shall and tighten each to 1 10 ft-lbs. be utilized behind the pipe bell. A serrated ring shall be 3 Slide the bell ring toward the bell so that it fits snugly behind the used to grip the pipe and a sufficient number of bolts shall bell. be used to connect the bell ring and the gripping ring. The 4 Remove the side bolts from the serrated restraint ring. Use the tie combination shall Have a minimum working pressure bolt to determine the proper location of the restraint ring on the rating of 150 psi. The restraint shall be approved by spigot. Allow enough room on the tie bolt to fully engage the Factory Mutual. The restraint shall be the Series 1600 as nut. manufactured by EBAA Iron, Inc. or approved equal. 5 Install both halves of the restraint ring at the proper location, tapping each half into place. Make sure that the complete ID of MATERIAL the ring is touching the pipe before installing the side bolts. Restraint ring and bell ring are made of 60-42-10 ductile Tighten side bolts to 1 10 ft-Ibs. torque minimum. iron conforming to ASTM A-536. The side bolts are grade 6 Tighten the tie bolts until (lie), are snug. Do not tighten them 5 galvanized machine bolts. The tie bolts are low alloy enough to force the spigot end further into the bell of the pipe. steel. EBAA'*-,;IRON For field pressures exceeding the rated pressure, contact the engineering department at EBAA Iron, Inc. SALES, INC. P.O. BOX 857 EASTLAND, TX 76448 WATS 800-433-1716 817-629.1731 TELEFAX 817-629-8931 v[J6->6 m r„�px- •r�ett.u; spy, +�•F�i<tra �-}yr r} w � s�.g-,+r ».cur<�5E d an nsmwv sP•rm;;5� t�mx *� ,�• a,r f•�� -b Sample Specifications Mechanical joint restraint shall be incorporated into the design of the follower gland. The restraint mechanism shall consist of a plurality of individually -actuated gripping surfaces to maximize restraint capability. Glands shall be manufactured of ductile iron conforming to ASTM A536-80. The gland shall be such that it can replace the standardized mechanical joint gland and can be used with the standardized mechanical joint bell conforming to ANSI/AWWA CI I I/A21.11 and ANSI/AWWA CI53/A21.53 of latest version. Twist off nuts, sized same as tee -head bolts, shall be used to insure proper actuating of restraining devices. The restraining glands shall have a pressure rating equal to that of the pipe on which it is used. The restraining glands shall have been tested to ASTM F1674-96, be listed by Underwriters Laboratories, and be approved 'by Factory Mutual. The restraint shall be the EBAA Iron Series 2000PV or approved equal. Patent Information K:'•'' ; The products presented herein are covered by one or more of the following patents: 4627774,4896903,5071175. Dimensional Data Listings and Approvals Sizes 4" through 12" are listed by Underwriters Laboratories, Inc., category HJKF "Fittings, Retainer Type," with a deflection angle of five degrees when used on UL- listed, Class 150 PVC pressure pipe and a UL-listed appurtenance. The listing number is EX2836. Sizes 4" through 12" are approved by Factory Mutual for use on approved DR18 PVC pipe, and sizes 4" through 10" are approved for use on DR14 PVC pipe and mechanical joint appurtenances. The 2000PV restraint exceeds all requirements of ASTM F3674-96. Special Notes EBAA-Seal'rm gaskets are provided with the 30" and 36" 2000PV restraints to facilitate easier assembly of the mechanical joint, and are required on the above referenced sizes to obtain the pressure ratings and safety factors shown. For test pressures above the rated pressures, consult the engineering department of EBAA Iron, Inc. for recom- mendations. PVC PIPE OD CIOD IPS ASTM NO. OF NO. OF P WITH NUTS PIPE SHIPPING AWWA D2241 SERIES C D F J pp M ��// A WEDGES DOLTS P TWISTED OFF K2 SIZE WEIGHT C9W D1?as 2003PV 4.84 1.55 3.60 6.19 0.50 3/4 4 4 9.8 8.6 7.69 3 7.0 -.- 3.5 2004PV 5.92 1.68 4.90 7.50 0.50 7/8 4 4 10.5 9.5 9.13 4 8.8 4.8 4.5 2006PV 8.02 1.68 7.00 9.50 0.50 7/8 6 6 13.0 12.1 11.13 6 12.1 6.9 6.63 2008PV 10.17 1.68 9.15 11.75 ',, , 0.62 7/8 6 6 14.5 13.6 13.38 8 16.3 9.05 8.63 2010PV 12.22 2.10 11.20 14.00 '•0.62 7/8 8 8 17.0 16.0 15.63 10 26.0 11.1 10.75 2012PV 14.32 2.10 13.30 16.25 0.75 7/8 8 8 19.0 18.1 17.88 12 31.4 13.2 12.75 2014PV 16.40 2.25 15.49 18.75 0.88 7/8 10 10 21.7 20.9 20.38 14 47.6 15.3 -.- 2016PV 18.50 2.25 17.58 21.00 0.88 7/8 12 12 23.6 23.0 22.63 16 52.8 17.4 -.- 2018PV 20.60 2.25 19.68 23.25 1.13 7/8 12 12 25.9 25.1 24.88 18 61.8 19.5 -.- 2020PV 22.70 2.25 21.79 25.50 1.25 7/8 14 14 28.0 27.2 27.13 20 70.9 21.6 -.- 2024PV 26.90 2.75 25.99 30.00 1.42 7/8 16 16 32.3 31.5 31.63 24 92.9 25.8 -.- 2030PV 33.29 2.70 32.22 36.88 1.50 1 1/8 20 20 38.5 . ' 37.7 39.12 30 128.5 32.0 -.- 2036PV 39.59 2.70 38.52 43.75 1.50 11/8 24 24 44.8 44.0 46.00 36 161.3 38.3 -- M x FICZ J 0.125 F TC 11 SECTION A -A SPACER EBAA'&IRON TM I VTW I r 0 e �; "Your connection to thefuture AmcMun MFM.E" P.O. 13OX 857 EASTLAND, TEXAS 76448 USA 254 / 629 1731 800 / 433 1716 FAX 254 / 629 8931 SECTION 13-13 Una OB911 " MEMEX `Ot 6Et� PVC PIPE ASSM`P c-mai1:cbaaQeastland.nct Visit our �� ehsiteax ww.ehaa.com Tyler Pipe Subsidiary of DUCTILE IRON AND GRAY IRON Tyler Corporation FLANGED FITTINGS SAMPLE SPECIFICATi6T?e ' CAST' IRON OR DUCTILE IRON FLANGED FITTINGS shall be made in strict accordance with ANSI/ AWWA C110. They shalt conform to details and dimensions published therein and shall be adequate for water pressure of 250 lbs. P.S.I. Joint Dimensions In Inches NOTE: No flange joint material furnished. BENDS Size olmenslons Wt. R A '2 3 4.5 14 3 4 5.5 25 4 4.5 6.5 45 6 6 6 65 8 7 9 105 10 9 11 165 12 10 12 235 14 11.5 14 330 16 12.5 15 430 18 14 16.5 530 20 15.5 18 685 24 18.5 22 1085 30 21.5 25 1755 36 24.5 28 2690 10-0.a 88 T Dimenslons Nominal Die. of Plpa Size Flange bolt Flant.e bolt H01e Numbar d011 Dlam. Inch O.D. Circle Thickness T Diameter of dolts and Length ' 2 6 4.75 .62 •75 4 % x 2`l, 3 7.5 6 .75 .75 4 % x 2'A 4 9 7.5 .94 .75 8 'J. x 3 6 11 9.5 1.00 .875 8 '/, x 31/I 8 :;..� 13.5 1 t .75 1.12 875 8 Y, x 3K 10 16 14.25 1.19 1.00 12 'A x 4 12 19 17 1.25 1.00 12 'A x 4 14 21 18.75 1.38 1.125 12 1 x 4'/, 16 23.5 21.25 1,44 1.125 16 1 x 4'A 18 25 22.75 1.56 1.25 16 1'h x 5 20 27.5 25 1.69 1.25 20 1'h x 5 24 32 29.5 1.88 1.375 20 1 '/, x 5'A 30 38.75 36 2.12 1.375 28 1 '/, x 6'A 36 46 42.75 2.38 1.625 32 1'A x 7 Note: Drilling templates are in multiples of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. FA A-i R tiR o f2 0 ' 11'/sa Bend 1 /32) 45 Bend (1 /8) 22y, Bend (1 /16) ( 5-705 5.709 5.711 Size Dimenclons Wt. Site Dlmenslons Wt. Size Dimensions Wt• R A R A R A •2 2.44 2.5 12 •2 5.03 2.5 11 4 2 10.15 2.5 11 3 3.62 3 20 3 7.56 3 20 3 15.25 3 20 4 4.81 4 40 4 10.06 4 40 4 20.31 4 40 6 7.25 5 55 6 15.06 5 55 6 30.6 5 55 8 8.44 5.5 90 '-8 17.62 5.5 90 8 35.5 5.5 90 10 10.88 6.5 130 10 .22.62 6.5 135 10 45.69 6.5 135 12 13.25 7.5 195 12 27.67 7.5 205 12 55.81 7.5 205 14 12.06 7.5 245 14 25.12 7.5 250 14 50.75 7.5 255 16 13.25 8 315 16 27.62 8 325 16 55.81 8 325 18 14.5 8.5 375 18 30.19 8.5 385 18 60.94 8.5 385 505 20 16.88 9.5 485 20 35.19 9.5 505 20 71.06 9•5 760 2< 16.12. 11 730 24 37.69 11 755 24 76.12 11 1395 15 95 30 27.75 15 1335 30 57.81 15 1385 30 116.75 18 2250 36 35 16 2155 36 72.98 18 2235 36 1X7.25 -Not Includfd In AWWA Cl 10. ANSI/AWWA C110/A21.10, ANSI/AWWA CI 11 /AZ1.11 _ 5- Tyler Pipe/Utilities Division • P.O. Box 7027 • Tyler. Texas 75710 • (214) 882.5511 • Telex 88.0175 J� �k n. ,ra.{r ••e}} � t r v, r ,�.... - ';�" rx ti .,,v �T ..a � .,,� � 3'jy Xtr ^. �t •.. � 7t� � r�,'`�. a. _. {$' t. 1 , N ti;,s-. J.t i rsf ` '�/: ;+t lJ•�� ORrxiti iE �Y .L.�I �'�t ..,, :,..r.. o. ,? J:�tr-.$ r'li �-f .. • � � , '7 e..n.,e ? . ,i r. r,.r&3 ��ru L �.+ "r , �C"y i ..asG 1 _ t'+�R'i'+Sc .;;�... �Y...... ' :, .,. .; t. r t..,.-.i-M t ,,..t•::s r w..y. i:ec ;e ,na.r•a w• ., riR.^f.. t ::�r _- :a-t ry .x:u+_, cY: , u.l ' .tie, .e,:3n ,7. .':S rs,rh3 ''!=.r #� x Series 1100 MEGALUG° Mechanical Joint -Restraint RESTRAINT INCORPORATED INTO THE DESIGN OF THE FOLLOWER GLAND ♦ Gland body and restraint components made from minimum ASTM A536, 60-42-10 ductile iron ♦ Available 3 inch through 48 inch ♦ Conventional installation procedures per , AW WA C-600 ♦ Can be used with the standardized mechanical joint bell conforming to ANSI/AWWACHI A21.11 and ANSI/ AWWA C153/ A21.53 of the latest revision SAMPLE SPECIFICATIONS ♦ Capable of full mechanical joint deflection during assembly 0 Capable of joint deflection after assembly MULTIPLE, WEDGE STYLE RESTRAINS MECHANISM o Proper actuation ensured with torque limiting twist off nuts ♦ Ductile iron wedges heat treated to range of 370 to 470 BHN PROOFTESTED ♦ 3 inch through 16 inch pressure rated at 350 psi, 18 inch through 48 inch rated at 250 psi Minimum safety factor of 2 to 1 ♦ Listed by Underwriters Laboratories 3" through the 24" inch size O Approved by Factory Mutual up through the twelve inch size ♦ Minimum weights per the following table SUPPORT PRODUCTS AVAILABLE ♦ Split repair style available 3 inch through 48 inch DIMENSIONS AND RATINGS ♦ Solid restraint harness available for push -on pipe Dells Split restraint hamess available for existing push -on pipe bells MUST BE SERIES 1100, MEGALUG• AS PRODUCED BY EBAA IRON, INC. OR APPROVED EQUAL. ♦ All components cast and assembled in the United States by same company with plant visitation available Must have a record of a minimum of seven years of manufacturing and sales of the restraint in the United States 1103 T' 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 1104 4" 5.92 2.27 4.90 0.75 9.90 0.875 ' 7.50 9.12 2 4 7.2 350 1106 6" 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 12.0 350 1108 8" 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 16.0 350 1110 10" 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 24.9 350 1112 12" 14.32" 2.37 .. 13.30 1.25 18.30 0.875 16.25 17.88 8 8 32.7 350 1114 14" 16.40 2.69 15.44 1.50 20.94 .0.875 18.75 20.25 10 10 49.7 350 1116 16" 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 58.2 350 1118 18.. 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 62.2 250 1120 20" 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 74.8 250 1124 24" 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 138.8 250 1130 30" 33.29 3.20 32.17 A 2.25 38.87 1.125 36.88 •N:12 20 20 195.4 250 1136 36" 39.59 3.20 3847 t 2.25 45.17 1.125 43.75 1fto 24 24 256.5 250 1142 Q.. 45.79 4.56 44.67 3.88 55.57 1375 50.62 53.48 28 28 510.2 250 1148 48" 52.69 4.56 50.97 3.88 61.87' 1.375 57.50 60.36 32 32 712.0 250 REAR VIEW I FRONT VIEW to e For test pressures above the rated pressures shown, consult the EBAA Engineering Dept for recommendations. For projects using large diameter x restraints, please contact this office for our design recommendations. 0.75 ♦ The 1100 Series should not be used on plain end fittings. K If you experience the need to install the 1110 Series in an unconventional e•t� manner please consult our engineering department. i i ♦ The 1100 Series is intended for use on ductile iron pipe. The restraint can be used on grey iron pipe if the pipe is not severely corroded and is in sound SECTION condition and has an outside diameter that can be accommodated. For more A - A information on the use of the MEGALUG restraint on grey iron pipe ask for Connections Bulletin DI-1. ♦ EBAA Seal Gaskets are provided with the 30" through 48" MEGALUG K ° restraints. Extra length T-bolts are provided with the 42" and 48" sizes to facilitate easier assembly of the mechanical joint: These are required on the above referenced sizes to obtain the pressure ratings and safety, factors shown. ♦ All MEGALUG components are made of ductile iron. The wedges are 0.7s heat treated to a hardness range of 370 to 470 BHN. The product is coated P with the same asphaltic coating specified for the pipe and fittings. u iu •LISTINGS AND APPROVALS Sizes 3" through 24" are listed by Under- writers Laboratories, Inc., Category HJKF "Fittings, Retainer. Type," with a . I deflection angle of 5 degrees (3" through 12") and 2-1/2 degrees (14" through 24".) The listing file number is EX2836. Sizes 3" through 12" are Factor}' SECTION Mutual approved. B-B E B A A& 1 EBAA IRON SALES INC. "'���`` P.O. BOX 857. EASTLAND, TEXAS 7644E 600-433. 1716 FAX 254.629 8931 "Your Connection (0 the FuttirC'rrT1'^ eboaCeas:lond net Visit our Web Sile www.eboo com C. Valves L ...a _ x� , � i'. _ � �. �'n �'� k � bd_� �'. 9 �� �`+�3 -a %mot „�,$.r �� ¢ ,� �� � .}tea d' The Ames Beckfiow Preventer: Lighter, Shorter Better Flooring Than Any Other Application TheAmes3000ssprotects thepotable watersystem bypreventing backflow from fire. protection systems. The device also detects leaks orunauthor- ized use of water from fire protection lines. Operation In the incidence of minimal water flow, the valve clapperremains closed so that the water flows through the bypass loop. When major water flow is required, the water pressure will open the main valves to allow full water flow. 11 Installation The 3000ss should be installed with adequate clearance and easy accessf- bility for maintenance and testing. The 3000ss maybe installed vertically y or horizontally. Refer to local codes forspecific installation requirements. Features • Lowest documented head loss. • Non -Corrosive 300 series stainless steel (lead free) construction. • 40% shorter end to end dimensions for compact, inexpensive installation. • Excellent for retrofit installations. • 50% lighter in weight, reduces installation and handling costs. • Fully serviceable Inline, no special tools. • Pretested cam -check (patented)' assembly for long term reliability, low head loss, ease of serviceability. • Single two -bolt grooved style cover for quick and easy access. • Only ASSE 1048 approved assembly for vertical and horizontal applications • Made in U.S.A. • Head loss equal to less than single detector check valve. National Approvals Approved by national approval agencies." CO, FLUID CONTROL SYSTEMS "Pat: 6, 046, 525 o- tr<r0°.^r�r `✓rt����v'q r � � "k�.-t � 1 "� � � j �{ �,� " IIII,ID IE` } 001ssjd enu iP.. _...-..__.. "' mi Ames 3000ss - lVei_4hts & Dimensions (inches) SIZE A B C D E (Open) F Nei Wt. 00 W/Gales2112" Net Gales) 22' 38' 10' 3112" 16' 121/2' 1551 68# 3' 22" 38" 10" 3 3/4' 22' 13' ?301 701 4" 22' 40" 10" 4 112. 2312" 1412" 2401 731 7 481 - 1..5 1' 30' 1 1 901 1201 8' 1 291/2' 521/2- 15" 63/4' 373/4" 1 181/4" 572i 1 180t 10' 1 291/2' 551/2- 15" 8' 48' 191/2' 7741 1 1901 IF1 29 1/2' 57 112' 15" 9 1/2' 54' 1 21' 1044# 2201 ® 2 W& 3"Doeumented now Characteristics pncludino shut-off valves) .....................................5.. Z 1........ ....:... j ..........i......... 1M 200 900 400 600 RM r.t u FlowRate (GPM) ® Specifications The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient wedge gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shut off valves and required test cocks. Each cam -check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam -check includes a n-r.e caa 1Jwn'2 -1 A Or- -r—fnrnn Avonr ro Pry ,Rny VAA7. ® Physical Characteristics Sizes - 21/2', 3', 4', 6% 8', 10', 12' Rated working pressure - i75psi Hydrosta tic Pressure - 350 psi Temperature range -32'F- 110°F Body material - 300 series stainless steel Flange dimension in accordance with AWWA Class D Assemblyshall be ASSE 1048 approved for vertical installations, ® 8"Documented now Characteristics (Including shut -oft valves) ' 10 pB............. :............. :............ :............. :............. :............. :...... 6 .:........:.............:.............:........... .. J p 1! 4 ................:.............:.............:.. ......... 4 2 .......... ............... :..............:............. :...... 0 0 400 800 1200 1600 2000 2400 GPM Row Rafe (GPM) M O J b 4. ® 10"Documented now Characteristics (including shut-off valves)** nowRafe(GPM) M 12'Documented now Characteristics (Inchdinp shut-off valves)** 10 ;a 1k 0 6 e 4 4 2 0 f Row Rale (GPM) stainless steel cam arm and spring, rubber faced disc and a replaceable seat. The body shall be manufactured from 300 series stainless steel, 100% ` lead free, through the water way, with a single two -bolt grooved style access cover. No special tools shall be required for servicing. Double check detector shall be 3000ss. . "Contact the factory for specific approvals 1Alnnrl1nnrl. r1A Or.7-7R CIA nia ICI;R ?OVA \A00_rA 'I/OS . E. Hose Dept. ('Innnar Pin single clapper Gasket Swivel TWO-WAY WITH SINGLE CLAPPER FUNCTION: Used as an auxiliary inlet connection, providing 500 GPM/1892 ipm minimum (Ref. NFPA 14) to supplement the fire protection water supply. Swing clapper provides unobstructed waterway. Exposed design is an economical method of satisfying fire dept inlet requirements. REGULARLY FURNISHED: Cast brass two-wayinlet body, swing clapper and Pin lug swivel. Back or angle outlet as selected by model number. Lettering as selected. Size 4"110.2 CM x 2%"x 2%"16.4 CM X 6.4 cm. OPTIONAL FINISHES: IM -B Polished Brass W I51/4"RZ -C Rough Chrome Plated 13.3 -D Polished Chrome Plated 81" LETTERING 63/4" 20.9 /4cm AVAILABLE: 15.7 cm AUTO SPKR Ur FM STANDPIPE 101, 10" SPECIFY: Thread 25.4 CM 25.4 and lettering Model 5710 ... Back Outlet Model 5715 ....Angle Outlet TWU-W,AkY WITH UOUSLE ULALPRIER'.51 FUNCTION: Used as an auxiliary inlet connection, providing 500 GPM/1892 Ipm minimum (Ref. NFPA 14) to supplement the fire protection water supply. Drop clappers provide unobstructed waterway. Exposed design is an economical method of satisfying fire dept inlet requirements. REGULARLY FURNISHED: Cast brass two-way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by model number. Lettering as selected. OPTIONAL FINISHES: 171/4" _B Polished Brass rSA C -C Rough Chrome Plated -D Polished Chrome Plated LETTERING AVAILABLE: �-B D-1 AUTO SPKR Model 5720 Series Model 5730 Series STANDPIPE Back Outlet 900 Angle Outlet SPECIFY: Thread and lettering Outlet Outlet Locations a > T L ut;d lfillSu Back Angle Model Model 2"�< No. U No._X_"" _14 cm 57211 4 X Th X 2'/2 YES YES Tb 111/2 8'/2 11 '/4 5731 4 x2'/2x 21/, YES YES 71/2 111b 81/2 11 '/4 10.2 x 6.4 x 6.4 19 29.2 21.5 28.5 10.2 x 6.4 x 6.4 19 29.2 21.5 28.5 5722 6 x 21b x 2'/2 NO NO 9'/2 101/2 9 10'/4 5732 6 x 21b x 21b NO 10 ' 2 101/2 9 101/4 15.2 X 6.4 x 6.4 24.1 26.6 22.9 27.3 15.2 x 6.4 x 6,4 24.1 26.6 1 22.9 1 27.3 57213 4 x 3 x 3 NO YES 91/2 11 '/2 9'/2 11' 5733 4 x 3 x 3 NO YES 9'/2 11 /2 9'h 11 10.2 x 7.6 x 7.6 24.1 29.2 24.1 279 10 2 x 7.6 x 7.6 24.1 29.2 24.1 27.9 572A 6 x 3 x 3 YES NO 10 11 1 01h 11 5734 6 x 3 x 3 NO NO 10 11 10'12 11 15.2 x 7.6 x 7.6 25.4 279 26.6 279 15.2 x 7.6 x 7 6 25.4 27.9 26.6 27.9 Page 5-9 CITY OF SANFORD PERMIT APPLICATION Permit # : C ) ,5 / Date: Job Address: S:� , — & � D� C-c- 00 'We Description of Work: &Zee - Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial 4--hldustrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: i Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: State License Number: L- C , �/ =� j ;! r LS _ Contact Person: AVA t1C f T Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Fl,;ida FS 713. Signature of Owner/Agent Date ignature of Co tractor/Agent a e Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Print ontractor/Agent's Name r� Signature of NoLarContractor/AgeProduced Utilities: _ (Initial & Date) f Florid6EBBIE BLA19N MY COMMISSION # DD 188491 yyy7YY EXPIRES: February 25, 2007 �o ggsotrally Knotombo c FD: (Initial & Date) (Initial & Date) 05sbo May 4, 2005 City of Sanford Dan Florian, Building Official P.O. Box 1788 Sanford, Florida 32772-1788 RE: Pre -power Inspection Request for 555 White Cedar Road To Whom it May Concern This letter is written to request a pre -power inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, /" lc.- Mike Kaiser — Owner's Representative Waste Services Inc. r CITY OF SANFORD PERMIT APPLICATION Permit # :y /, Date: d ? I Job Address: 56J5 W" I'CE t!'GQ I -(Z (ZQ S A N 1:_-O W j V L 3 2.7 7 r Description of Work: N e <fZ41, S r"l5— e- rA C I L414 F4 9 Historic District: (J lA Zoning: pD Value of Work: $ C60 Permit Type: Building _& Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential' Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial X Industrial x Totaf� are -Footage:` Construction Type: 7Z # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel o: 16 —/g - 3 0 - ,45_Ae_- /�— Oto a -a f Y "D(Attaac�h�Proof of Ownership & Legal Description) Owners Name & Address: :5 1.4 PD R-D R G4 CW,3/ A TUrNSF&K Phone: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: r'V G GBG 0481 -11L Phone: 401 32S 1 15'0 Application is hereby made to obtain a permit to do the work and i�st�l ris s k0dat& that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate - permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 5)Aad, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD•A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional. restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen to ' S 7 y M KN3a O- 2 i-0 r `O Z Signature of Owner/Agent Date ignature ofContra�tDate IM�CNk*�L 1 tH55** g.L. ' dA4K u/, Print Owner/Agent's Name Print Contractor/Agent's Name �w Waldo to !27-01� &tt^ __to.a7-0 q ignature of Notary -State of Florida Date rgnature of Notary -State of Florida Date of rro BARBARA NUBLER .�eF Flo BARBARA NUBLER `� My Comm Exp. 1/l/05 Owner/Agent is loYers ally A My Comm Exp. 1/l/05, tractor/Agent is 1/ Person ly �p7� Produced ID w PUBLIC s produced ID 'n pUc No. CC 990570 No. CC 996570 auy-Krwrm,l 1 Ott �erson ly Known 1 I other 1.0. n •3'a },4 rsen f�i APPLICATION APPROVED BY: Bldg: Zoning: _ r l Utilities: /Z FD t I (Initial Date) _ (I tial &Date) (Initial & Date) "ter (Im &5Da a✓,r Special Conditions: /Uv o#4C s� % 11A SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 2, 2004 Business Address: 555 White Cedar Road Occ. Ch. #38,#40> IndustrialBusiness Business Name: Sanford Recycling Ph. () Contractor: Mc Kee Construction Architect: Clyde Earls Jr. Associates Ph. (407) 323-1150 FAX (407)323-9304 Ph. (407) 834-2584 Fax. (407) 834-2584 Reviewed[ 1 Reviewed with comment [ X ] Rejected [_ Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as right to require applicable code requirements if occupancy use changes. Fire Sprinkler plans to be submitted for review, permitting, and inspections. If separate certified contractor does underground fireline, plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. Fire Alarm pla tsn o be-=su"bma e, , or review; 1.1 Application — New22, 560 , type IV, protected, & Fire Sprinklered 1.2 Mixed — Meets 6.1.14.2, mixed> safe guards viewed as industrial 1.3 Special Definitions — None 1.4 Classification of Occupancy — Industrial 1.5 Classification of Hazard of Contents — Ordinary per 6-2.2.3 1.6 Minimum Construction — See building departments requirements 2.2 Means of Egress Components —One (1) "exits" total 2.3 Capacity of Egress —per table 7.3.1.2> 1 r i SANFORD FIRE DE;PARTMEN'I' FIRE PREVENTIONDIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.4 Number of Exits — One (1) "exits " 2.5 Arrangement of Egress — Found ready and accessible 2.6 Travel Distance All less than 200' ft 2.7 Discharge from Exits —This area shall be protected with fire sprinkler 2.8 Illumination of Means of Egress —Required 2.9 Emergency Lighting — Required over all stair wells 2.10 Marking of Means of Egress —all exits required with lighted exit signs 2.11 Special Features — Reserved 3.1 Protection of Vertical Openings — Protected with a automatic fire sprinkler sysytem sprinkler system; ,with (1) one pull stationsand one' (1)smoke'iletector to pro'teet the f re alctrn Place in the main electrical room. 3.5 Extinguishing Requirements — Seven (7)Required Six (6)- 4A60 B. C fire extinguishers required and one (1) 10 Pound CO-2 fire extinguishers required IN THE ELECTRICAL ROOM. 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 9-2 5.2 HVAC — as per LSC 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers:, Fire Sprinkler System required Monitoring: required (SEE ABOVE) 2 SANFORI) FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, F1. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Other: NFPA #1 > 3-5.1 Fire Lanes —Required. FIRE LANES REQUIRED IN FRON OF F.D.C. CONNECTION& FIRE HYDRANTS 3-6.1 Key Box — Required; will field verify (SEE APPLICATION) 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify (6") six inch in size. See blue prints 3 r-- - 555 N. White Cedar Road Recycle and 'Transfer station Permit Number: 05m78O