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Home My WebLink About800 Fulton St WApplication No: V1--14_!'4 MAY 1 201 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLATION Documented Construction Value: $ .-f 1- q c Job Address: R00 FU 14= SV . W Historic District: Yes No 9 Parcel ID: ;Z S- 1 q - 31) - 511! - b 006 - 00TO Zoning: C0,1m h e r 0_ 1IO Description of Work: RPQIQ U `QLI M04 dOW 1 Z -e r i Ze , Ou d oc4i1 L WaYIL h s etaPlan Review Contact Person: " Uhy\ bumvy-1+ Title: PI)MMPM1,0 Q Seryl Phone: g41-3-71- 7.9-q a Fax: Nl-377 X79 E-mail: ahyidk 0 hahcd I) F rr.Ith, Property Owner Information Name I l D 31'-yY- Phone: 33L1 ' — 0l I Street: Po 6")L , MR Resident of property? M0 City, State Zip: sS,tY1lP d , EL 50"2 2 2- Contractor Information Name 1, 1A O QS M1 u PK Phone: aL4 1- 3-71-gay a Street: l 111 cx&lan2in i . Fax: 041— 377- 0 97 9 City, State Zip: State License No.: 01w, as Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit, Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: g 0 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: N A 5-1'-10 UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID FIRE: WATER: DATE:' 05/02/11 PURCHASE ORDER PO NUMBER 032448 URCHASING OFFICE: 407.688.5030 CCOUNTS PAYABLE: 407.688.5020 ACSIMI LE: 407.688.5021 ENDOR NO.: 11677 FO: D & D GARAGE DOORS, INC 1177 CATTLEMEN RD SARASOT,A, FL 34232 CITY OF SANFORD P.O. BOX 1788 300 NORTH PARK AVENUE) SANFORD, FLORIDA 32772 FLORIDA TAX EXEMPT NO.: 858012621681C-8 SUBMIT INVOICES TO: ACCOUNTS PAYABLE FINANCE DEPT. P.O. BOX 1788 SANFORD, FL 32772 SHIP TO: CITY OF SANFORD 800 FULTON STREET SANFORD, FL 32771 DELIVER BY TERMS F.O.B. DESTINATION BID OR QUOTATION NO. REQUISITION NO. UNLESS OTHERWISE INDICATED 09/30/11 NET/30 62722 ACCOUNT NO.: 0 01- 4 0 4 7- 5 41 . 6 2- 0 0 PROJECT NO.: NO DEVIATION FROM THIS PURCHASE ORDER WILL BE ALLOWED UNLESS AUTHORIZED BY THE PURCHASING MANAGER - CITY OF SANFORD ITEM NO. DESCRIPTION QUANTITY UNIT OF ISSUE UNIT COST EXTENDED COST 1 REMOVE & INSTALL NEW ROLL UP DOOR 1750.00 NA 1.00 1750.00 SIGN SHOP SEE ATTATCHED (3) QUOTES THIS IS THE 2ND LOWEST BIDDER. 1ST VENDOR WAS NOT ABLE TO MEET INSURANCE REQUIREMENTS SUB TOTAL 1750.00 TOTAL 1750.00 r APPROVED BY~ PURCHAWG APPROVED BY: CITY MANAGER ALL PACKAGES AND INVOICES ASSOCIATED WITH THIS P.O. MUST BEAR THIS PURCHASE ORDER NUMBER. THE VENDOR IS RESPONSIBLE TO CAREFULLY READ AND COMPLY WITH ALL OF THE STANDARD TERMS AND CONDITIONS PROVIDED ON THE REVERSE SIDE OF THIS PURCHASE ORDER AND AT HTTP://WWW.SANFORDFL.GOV/DEPARTMENTS/PURCHASE/TERMS.HTML COPIES TO: VENDOR ORIGINATING DEPARTMENT PURCHASING LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5 )) - 1 I hereby name and appoint: 4 'a (- r ds bd R N -c an agent of: D+D (?QrQnQ, DbnrS Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. C The specific permit and application for work located at: rJ 'Z'S d- W Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Dallas W I er State License Number: Me-125 RQ D.S Signature of License Holder: STATE OF FLORIDA COUNTY OF nrasp o-- The foregoing instrument was acknowledged before me this I I day ol' 200 ( , by 1Z[ lCtg M r I I e y' who is c personal ly known to me or who has produced as identification and who did (did not) taan oath. Signature Notary Seal) TARREE HOUSE A MY COMMISSION # DDID820134 EXPIRES: September 23, 2012 iPf`' oZ BondedThNNotaryPublic Undenvmers Rev. 3/ 27/07) TQrree— House — Print or type name Notary Public - State of FL Commission No. ID My Commission Expires: 1P Florida Building Code Online OFFICE Page 1 of 5 9wy ,.y,"a"%"•a, sh:y°I%7S/ BCIS Home Log In User Registration ; Hot Topics ' Submit Surcharge Slats & Facts Publications •FBC Staff BCIS Site Map '! Unks j search .; Product Approval t YAg USER: Public User Product Aooroval Menu > Product ar Application Search > Application Us t > Application Detail FL # FL8888-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 770) 974-2600 Ext 208 JFRENCH3@ASTADOOR.COM Authorized Signature JAMES FRENCH JFRENCH3@ASTADOOR.COM Technical Representative James French Address/Phone/Email po box 420 acworth, GA 30101 jfrench3@astadoor.com Quality Assurance Representative Mike Alvis Address/Phone/Email P.O. Box 420 Acworth, GA 30101 770) 974-2600 Ext 248 malvis@astadoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Joseph H. Dixon, Jr developed the Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL8888 R2 COI Financial Indep 302709 pdf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 DASMA 108 2002 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIP... 5/5/2011 rionaa tsuncting Loae unilne h Yage 2 of 5 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/28/2009 10/31/2009 11/04/2009 12/09/2009 Summary of Products _ ---1 FL # Model, Number or Name Description 8888.1 203 Windlock Commercial Sheet Maximum design pressure for 8' wide by 21' high door. r — Door Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL8888 R2 II 27013 - 200 Series Install sealed.pdf FL8888 R2 II 29031 203.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +113.1Max/-113.1Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- Evaluation Reports 35.0 psf FL8888 R2 AE 29031 ER-07-0005-R2.pdf i Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Maximum design pressure for 8' wide by 21' high door. Door Lower design pressures calculated for up to 20' wide by i 21' high door. Limits of Use Installation Instructions j Approved for use in HVHZ: No FL8888 R2 II 27013 - 200 Series Install sealed.pdf FL8888 R2 II 29031 233.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +95.9Max/-95.9Max Verified By: Joseph H. Dixon P.E. FL. No. 7768 Created by Independent Third Party: No i Other: Design pressure at test door width of 16' _ +/- Evaluation Reports 37.5 psf FL8888 R2 AE 29031 ER-07-0005-R2.pdf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. ' I Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R2 II 27013 - 300 Series Install sealed.pdf i FL8888 R2 II 29031 300 Series.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports 42.7 / -39.7 psf FL8888 R2 AE 29031 ER-07-0005-R2.pdf Created by Independent Third Party: Yes 8888.4 322 Commercial Slat Door (22 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R2 II 27013 - 300 Series Install sealed.pdf FL8888 R2 II 29031 300 Serles.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +128.5Max/-121.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports 41.4 / -38.4 psf FL8888 R2 AE 29031 ER-07-0005-R2.odf Created by Independent Third Party: Yes 8888.5 324 Commercial Slat Door (24 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R2 II 27013 - 300 Series Install sealed.pdf FL8888 R2 II 29031 300 Series_pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +118.1Max/-111.1 Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGE VXQwtDgtYtsw8 j P6BrAIP... 5/5/2011 x USE 3/e'-16 X 1,114• HEX HEAD DOLTS. USE VT X 2.114• HEX NUT SLEEVE ANCHORS. / I HE 26 GAUGE GALVANIZED STEEL. GALVANIZED ACCORDING TO A.S.T.M. A653-W AND FINISHED WITH BAKED EPDXY PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) IW24"T INTERIOR ELEVATION SEAMDETAIL 59• r-3 1/2- - s/8• 3/8• RADIUS TYPICAL 25• A LD STOP 1/4'11) 3- RI P. GUIDE INSERT TOGGLE LOCH DETAIL SLIDE BOLT LOCK BOTTOM BAR DOOR CURTAIN 8 U ANGLE X2• x z• x 3/16• 2' X STRI1CTl1RAL STEEL AHOLE 1/4'20 x 1.1/4 rti TRUSS HEAD 114• FLAT WASHER SCREW HEM STOP LIFT CLIP VC-20 HEC HD. NUT j.*. 1/4• LOCK ONE LOCK LOCATED AT EACH END OF CURTAIN. 1- STEEL FOR CORRUGATED SHEET ASTM-AM WITH A MINIMUM YIELD STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE SQ 2. GUIDES ROLL FORMED (12) GAUGE 010--120-4ALVANIZED STEEL 3. GUIDE INSERT FORMED (121 GAUGE GALVANIZED STEEL 4. (10) GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3/16• X .440' POP RNETS ON FOUR CORRUGATIONS PER SIDE OF EACH SHEET. FOR STEEL JAMB. USE 014 x I'SELF-DRILLING FOR CONCRETE JAMB. USE 1/2- x 2.1/4 SCREWS AND FASTENED 0' FROM FLOOR AND EXPANSION BOLTS WITH 1.1/2• MINIMUM SPACED AT 6" ON CENTER THEREAFTER. EMBEDMENT AND FASTENED 8• FROM 24.ONFLOORANDSPACEDREAFTECENTERTHEREAFTER: 12 GAUGE MINIMUM THIGKNE56 x. v I«l.ve• 10 - ns } lsne• '. x. 5/e SEE NOTE 2.) 4. 112 1 CURTAIN r2- I I711 T + a/4- SLOT 7/ e• 2' X 2'x 3116' STRUCTURAL STEEL ANGLE HEEIW DILY 11JDE CI 10 31 025• R . 312 1 8 C a t .600• I Fy .2so. 4- 2 +.000• 4 1-2 1 . 605' F•200' zlWINDLOCK CLIP SEE NOTE 4.) SIDE ELEVATION o6 {- 1.250• n• ALTERNATE BOTTOM BAR ATTACHMENT Tv1dOt Desgn n Poe p11 Jep p41 ALUMINUM EXTRUSK)N T16.7 18 35 3S GUIDE INSERT SEE NOTE 3.) 114% 20 X /.1/4- TRUSS HEAD SCREW 2- Y 2- x 3/16• SOLI - _ STRUCTURAL LOCK ANGLE Cafib tion rat tati- for lest door ContprRlirR IO e b1' F4k+Lt ' 1e derRRk+e m4ximun aetJort preutxe 4255 McEver Wustri3l Drive Acworth, GA 30101 ASTA Dew CapwvdeR Plx>ne: (77Dj 874-2600 / F4x: (770) 974-1455 Web Site: wwwastedow.cm M. Door Model 203 Windlock Commercial Sheet Door BOTTOMASTRAGALx21 9. 21 0 9 113. 1 91. 4 113. 1 91A 2W 203 0. 0,7 0. 017 1Ox21 11 x 21 12Y21 13x21 10 11 12 13 76. 0 84. 6 SS." 409 78. 0 64. 6 55. 8 48. 9 203 203 203 2W 0. 017 0017 OD17 0. 017 TEST S 16' WIDE x 8' HIGH DESIGN I>hTESSURE 35. 0 TEST PRESSURE 52. 5 SUMMARYOFCATENARYFORCESFORALTERNATIVEDOORSCOMPARED TO CENTIFIED THING LABORATWOES REPORT NO--CTLA-17S7W, DATED AMM MAx1MUM SIZE 20' WIDE x 2l' HIGH SCALE= VARIES TEST LOCATION 7252 NARCOOSEE ROAD 7252CERNIEDTESEEROADROLLLNO eHEET 00011 TEST DOOR: te'WIDE xs'H1tLH. pTS10N WINDIOAD N- 350 PK STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM EMD0M 11A21 15. 21 f1 IS 13. 3 38.0 43J 38. 8 203 203 0. 017 0.017 TOLERANCES FRACTION . s tA2 DESIDN WIND FORCES ARE CALCULATED TO PRODUCE CATENARY FORCES AT THE GUIDES EQUAL TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR. THIS GIIRIEANGLES. AND JAMS ANICATES THAT THECURTAIN. CHORAGES ORAGES WILLLLALLLLOSTRESSED O APPROMMATELV THE SAME AS THOSE IN THE TEST DOOR, PP40V OED THAT THE DOOR IS CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS. 16121 17, 21 16Y21 19. 21 70.21 18 17 1B 19 20 35. 0 31.8 29,1 28.7 245 35. 0 31A 29. 1 26.7 24S 203 2W 200 203 203 0. 017 0.017A. 015 0.017 0 017 0.017 ORLANDO. FL 32822 X . A .032 s:5 REFERENCE CTL TEST REPORT F]j$( EVALUATION REPORT / ER•07.0005 ORAWWn sAnr- t.M eue.-..... pgAyM RM JCF 6511E: 5- t5-0T REVISED 9. 2H19 WHOTSCALEDRAWING