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Home My WebLink About2928 Magnolia Ave (4)CITY OF SANFORD PERMIT APPLICATION RECEIVED JAN 2 0 2006 Permit # : NO — a Date: Job Address: c) [--)Y rl 4 _To VA !'-C 1V/ Cj'1r I— 3 a''713 Description of Work: &)' n j Historic District: Zoning: Value of Work: S 0156 . Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #- Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) q S3CO Sa• r LAB ti E ny ,1PL-. 3 7-3-;0 7 Phone: Q/0 74D(4 -(o a4-? State License Number: Contact Person: Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. NOTI : In addition to the requirern nts of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and they be add real perrnits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p nil is is ion hat I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. J—av-o% Signature of Owner/Agent Date Signature of Contractor/Agent Date 2.4r; s a Z" er— Print Owner/Agents Name Print Contractor/Agent's Name 1•za b gnature ogGdV%47-Scat ' • Florida Date Signature of Notary -State of Florida Date j6 AkN M. JOHN" MY C,ON,MISSION I M 21)51322 EXPIRES: March 23, 2008 Owner/Agg4ioo' fit•' at dY w,, For Contractor/Agent is _ Personally Known to Me or Produced IDL S Iv3 9 SI _ Produced ID APPLICATION APPROVED BY: Bldg: _ Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: O 30 1 CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. e' do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume fyjl'responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by !rl on the permitted structure. Owner/Builder Signature Date LG, U, `3 u a4vxae ' Print Owner/Builder Name ignature N StW t' Date MY COMMISSION t DD 00 EXPIRES: March 23, 2008 Owner is J'' an ers@9P1"'t 7 e or has Produced ID FtZ& Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvw JoHN600N. CFA. ABA PROPERTY APP,,,RAISER SE74INOLE•.COUN7. FL V A ' 1101 E. RmT,sT BANFiOk6. m 32771-14M 407 - aW7508 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-519-0600-0070 Number of Buildings: 1 Owner: BARKER LAURI JO Depreciated Bldg Value: $101,824 Mailing Address: 2928 S MAGNOLIA AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $12,611 Property Address: 2928 MAGNOLIA AVE SANFORD 32773 Land Value Ag: $0 Subdivision Name: ROSALIND HEIGHTS Just/Market Value: $114,435 Tax District: S1-SANFORD Assessed Value (SOH): $64,894 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $39,894 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,790 WARRANTY DEED 07/1991 02319 1240 $66,900 Improved Yes 2005 Tax Bill Amount: $758 WARRANTY DEED 05/1991 02294 1774 $8,500 Vacant Yes Save Our Homes (SOH) Savings: $1,032 WARRANTY DEED 02/1980 01264 1057 $12,000 Vacant No 2005 Taxable Value: $38,004 QUITCLAIM DEED 11/1979 01251 1220 $100 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS_ Pick... II - Method Units Price Value FRONT FOOT 8 LEG LOT 7 BLK 6 ROSALIND HEIGHTS PB 3 DEPTH 59 130 .000 225.00 $12,611 PG 47 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost NewNum 1 SINGLE 1991 6 1,180 1,500 1,180 SIDING AVG $101,824 $107,466FAMILY Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft GARAGE FINISHED / 300 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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 Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=01203051906000070... 1 /20/2006 PER2005-06-06 ,3:r-A l T407_389-1021 2604 MILLWORK P 213 X opaque Inswing Unit VvoaD- wf% STEEL Doo1PRs PRVYIEDARruWNT10"'. wig Note: Unb of odter sizes are covend by Vft epatas64a3thePaadUMdosnotWMwd3'0' z tr'd•. pop program 74• cr7' 76. 01-76.0 per •. aartr.+co,. . low tests Moto Nagwan. Huai ve protective system (strutters) is NOT REQUIRED. ACM eW. .,,;ro..,RW,+.ra0,0 e1 a/w..rlm lAtOES,..O,l MIAIMM ASSMBLY DETAIL. Complance mquiq go 0"Wrn sal/ det.ps nave been ttalowd — Gal W&-WL-WDDl-X j T++ItMIMtMM INSTALIM N DETA& ComPllance Rains 11ut mbntnarm tnsulbb,31, deW" trove been ios I owed - see MIaWL,M110pD.pT. . jAPPROEDoonRsNLES. IS; Lon,1313 Lo® LOA ®p 013 AmNo 130 ri Log3"W all al.~ i.sR MM1r iMp=r'Yn.rFMp 7/ Z d AdomilIW-0716 Z8LL-LL6-L07 9Z-60 S1-06-SOOZ X 1' 1 1 Opaque Inswing Unit WOOD -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2929-1 Certifying Engineer and License Number. Gerry Ferrara, P.E. / 11985. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017' thick steel skins. Both stiles constructed tram wood. Top and rails constructed either wood or steel. Bottom end rails constructed from either wood or steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDA1203WITH UTANII-DADE B PA201. PA202 & COMPANY NAME CrrY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1I f / ga State of Florida, Professional Engineer Kurt BaRhazor, P.E. — License Number 56533 OrON&A erevsw01n.wwOMM04WAKnldsr..esaatwwa 4" ~ r awv.uw Mba. ww.etm`a e 70 00 RNIM C401MU /302 "?A, 47e, I702Bg7C ono GWIT t Real YtlbHbn Md* I3WWA-0MI. JDZ "711 W. A02H47C W1 oVddRorw WHH www.M nMim c m). 0e mooft webslit (wewresat x0m) or Re LUMOI dm', oWn. w 2rr. 16>'CP361a: irl x sF Sssezz 407a8onite forcab 2606 MILLWORK r SINGLE DOOR r TR irOrl AEA GYP. 6 orrverIIial bunblo member pa 6odesnhd Ulrblat I WAOr a" Mao oft lhra milli tin ma- 1e,yae m pw baaY0 r WWV% or Oaor OR plus 1fC lbdpfd a(dvm arR phR 1J 1' mortrlow & 01 aot 71YdN m a - e- ar''rir`o e6lc WNrayrraes.as Utchin 1 Hardwra: - tibfnpVIN MMFM IIW PAVE 5 or leer (AiISYf1RMAA1592) rlfi dua mod ftopab hum= tle k10%U& N! lTtb C01'EA !Y COP DpCt1A[ENT d7', /D;iR•. stal•. mtdR. a=Q+• w mzr WWI% Mttgo UMAL r BAA:1 yVtf5 WAA MSO.iq wrba bats lit 4sW on WtO ddo ft.l0ft dobr prej -11) a top Bead ba aegrdleS Degpn Pmuure - Mee COP %"I1o OsOlt1. 1. Mdlar cmoMmQoas nett ow tagtd omt in B11 lowest Qeist)ImWbnlr-j*g Nam JM ftmu felen•rt beep ooaido w tar as rmb am read mlaars arngaa rot 011t la* 1pr5db ea >!td fio w000 eelews or 717t+' T> Tllr+rnpo to 1n•lnerxaneyasax ar, w,R u:aate aano tic w mw xmwo. wir T.yoorrr, or Li idd Aols wdom %des 499 (or cowl w w wa sdbdoe)_ i The aL410 Ow 04" Ya1rl. Mole bvm F" t1 AA et RMI/Ar Ilk Pik NOS br IwAitMm polo Wftw *ft asiae me+mw •.1oM+ w ee 1.1A' wd wNwamoet of mmDdomm arblaraent The Itts-Topeeo MVt ShM doetdm VON taoe ftM the ITW and ELM Cad:OMNI;y applowale mwwe w.1a, Malt "m Mlnlnorm 1-1/1• mnudmat 3 woad bWA e:+ Wtbare,..ra lolls ewdure. rtiw+oWe m.....n... w.N...esnere.e r.• r. w.. o wrruea w e..l..r r.n WE d ASOM11IW-0761 Z8LL-LL6-LOh 9£.06 66-01-SOOZ r ACCEprAI .it 07-1tta1.of AlpatOV b; D ecanbse jj, IV C EXPIRES:NoremLar 1 200iCIE- C1' Renewat of this Acceptyrce a T Sad the original ftsubmitted ( ppro I shall be considered anoOlderthaneddocumrntaion, including test gr a renewalaneight (8) Yeats. ppvrti application has begirt Bled2' My and all tab data- engineering documents, areapprovedproductsshillbeandthefollo,;ng statement: "M; Pearraanently labeled with the trtanuFarshedinthea<r+-Dade Cvunry Product Control , specific Conditions Of this At turr s nanta' rY, state. 3• Renewals of Acce ptancc. Approved', or as specifically it) There ha been a chile will not be considered if: n a change ira the South Florida BuildinProductandtheproduceisnotinco It Code affb) The product is no Ion mplianee with the code acting the cvaluatiao of tiesc) 1fthe Ace gar the same product (identical - the correct imallatiopolder has riot complied with all th as one originally approved; dl The giaeer who ttte aiiy product: raguircomants of this aceeptMM, iaclutlinQsubmittedisnolongaPraepared, signed and sealed the re aired dg practicing the eog;naring prefessioa q trmeotation initially4• AAY reyisLon Or C avtvraetietall be cl'age in the Raatenals, use, y use fort and/or ttwaufacture of herequested (through the file Cation Of this Aceeptww,, uWe,, product or process shall An g Of* revision application with Prior wriaen aPprot+il has beenyofthefollowingstallalsobe 'rDPmP64U fee) and Mated by this office. a) tlusatisfactory pRfon[taaee ofsuttds For removal of thisb1Misuse01"this Ac Product or prviceyg, Acceptance: purpose. ceptartce as an endorsement of any product. for6• l he Notice of sales. advertising or anv other Y the Notice AcCePtance number precededb Pir on date may dad by the worda Nei Acctptartee is displayed.Y be displayed in advertising lice Clad -Dade County, Ftorid8, and followedthenitshallbedoneinitsentiileri, if any portion of7. A COPY of this Acce t the Notice of provided P Ce as welt as 4pPr'oved draw this provided site at athe by the manufacturer or its di tribungs aaonnnd other documents, wtime. The vng;neer need not reseal the copies and shall be available tt applies, Shallti. Failure to co table for inspection atAcceptance• >taply with any section nr this AcceptAnce s fall be cause for tcrrraination and removal of9• This Notice of Aceeprapee can fur of . sages 1, 2 and this last page 3. END of rrus ACCErTANCE Raul Rode gig, Chief 3 Product Con Division 7/1, d MOM111W-0711 Z8L6-LL6-L07 9Z-60 51-01-SOOZ Page 6 d 10 Report 0 -1 Test Results:. Test Sequence: PA 202 1. Air Infiltration 2. 'A Test Pressure Positive 3. % Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forged Entry AIR E4MTRATION Air InE tration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable . Specimen I In -swing 0.01 CFM/SQ FT 0.34 CFM/SQ Fr., Specimen 2 Out -swing 0.009 CFM/SQ FT 0.34 CFhVSQ FT , Specimen 3 • Out -swing 0.01 a M/SQ FT 0.34 CFM/SQ FT Specimen 4 Out -swing 0.00 CFZNSQ FT 0.34 CFM/SQ FT Spy 5 Out -swing 0.07 C RNSQ FT 0.34 CFWSQ FT L 14 . WATER MTFILTRATION TEST cI , c7 % i S y Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94 Specimen 1 In -swing Water @.0.00 psf for 15 min. Result: No water penetration over sill Specimen 2 Out -swing Water A 9.00 t)sf for 15 min. Result: No water penetration over sill water penetration over Specimen 4 Out -swing. Water @ 9.00 psf for 15 min. Result: No water penetration over sill Specimen 5 Out -swing _ .. Water. ® 9.00 psf for 15 min. Result: No water penetration %sill STATIC AIR PRESSIIRE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +55.0 psf, - 60.0 psf. Specimen 1 (In -swing) Range of test time actual load deflection Positive loads seconds) psf U2 Test 30 45.00 Design. 30 60.00 Mullion (3) 0.41r Test 30 82.50 Door. (1) 3.740" Door (2) 1.730" Mullion (3) 0.926" pernL set N/A 0.135" 0.118" 0.033 1. L 1 tl' Masonite Exterior Door Products - 3 - TEST RESULTS (Cont.) Specimen No. 1 - Inswing 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage 5.2.5 Uniform Loads NCTL-210-2929-1 No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.309" 0.318" 114.0 psf interior 0.013" 0.318" TEST RESULTS Specimen No. 2 - Inswing 5.2.7 Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) 5.2.4 Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.439" 0-453" 76.0 psf interior design pressure 0.098" 0.453" 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads 5.2.7 5.2.4 i 5.2.4 5.2.5 Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.317" 0.318" 114.0 psf interior 0.096" 0.318" TEST RESULTS Specimen No. 3 - Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.121" 0.453" 76.0 psf interior design pressure 0.440" 0.453" Water Penetration 5.0 gph/ft2 WTP=8.25 psf (15 min.). No Leakage Uniform Loads No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.161" 0.318" SS,o Masonite Exterior Door Products 4 - 2 CTL-210-2930-7 Para. No. 5.2.7 5.2.4 TEST RESULTS Specimen No. 7 - Outswing Title of Test Measured Allowed Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm/ft2 0.08 cfm/ft2) Design Loads - 30 seconds Deflection 50.5 psf exterior design pressure 0.338" 0.453" 50.5 psf interior design pressure 0.310" 0.453" 5.2.6 Water Penetration 5.0 gph/ft2 WTP=7.60 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads Full Load - 30 seconds Permanent Set 75.8 psf exterior 0.038" 0.318" 75.8 psf interior 0.042" 0.318" TEST RESULTS Specimen No. 8 Outswing 5.2.7 Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cf]n/ft2 0.3 cfm/ft2 0.04 cfm/ft2) 5.2.4 Design Loads - 30 seconds Deflection 50.5 psf exterior design pressure 50.5 0.440" 0.453" psf interior design pressure 0.201" 0.453" X 5.2.6 Water Penetration 5.0 gph/ft2 NoLeakageWTP=7.60 psf (15 min.) No Leakage 5.2.5 Uniform Loads 5.2.7 Full Load - 30 seconds Permanent Set 75.8 psf exterior 0.306" 0.318" 75.8 psf interior 0.008" 0.318" TEST RESULTS Specimen No. 9 - Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm 0.01 cfm/ft2) L Mmonite Exterior Door Products 15, TEST RESULTS (Cont.) Specimen No. 3.Outswing 5.2.4 Water Penetration 5.0 gphlft= WTP=8.25 psf (15 min.) No Leakage Ncrtsia2sao•i No Leakage 5.2.5 Uniform Loads Full Load — 30 seconds Permanent Set 82.5 psf exterior 0.04V 0.818" 82.5 psf interior 0.082" 0.818" Permanent set measured readings recorded using a shaft encoder -digital deflection measurer and were taken at the upper corner of slab opposite hinges. Deflection taken at midspan of the vertical mullion. Note: At the *conclusion of testing there was no damage to the specimen. Locks remained engaged and normal operation of the door was observed. Two (2) mill visqueen was used for uniform static loads and did not street the specimen porformanco. FORCED ENTRY RESYSTANCE TEST RESULTS Specimen No. 1, 2, and 8 Para. No. Title of Test Measured Allowed 3603.2 Hand & Tool Manipulation No force applied Meets As Stated 3603.2 Hand & Tool Manipulation 00 lbf. Meets As Stated 3603.2 Hand & Tool Manipulation 800 If 150 If perpendicular Meets As Stated The specimen tested meets the criteria of Chapter 86 of the South Florida Building Code for Forced Entry Resistance. Note: All forces were attached to the active door panelvithin 3" of the locking devices in the direction that it would tend to be opened and simultaneously perpendicular. At the conclusion of the testing. no damage to the specimen or hardware was observed. Pull test forces of 800 If were achieved by use of geared pull along devices and measured with Dillon Force Gauges. Hand and Tool Manipulation was performod with steel wi-- L----• -'••'-- screw driver and heavy duty putty knife. r: Page 6 of 10 PRE ReW p <LOh77IW-I Test Results: Test Sequence: PA 202 1. Air Infiltration 2. 'A Test Pressure Positive 3. 1/2 Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry AIR DMMTRATION 723 Y-1, Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 1 Out -swing 0.00 CFM/SQ FT 0.34 CFM/SQ FT.. Specimen 2 Out -swing 0.01 CFhVSQ FT 0.34 C NSQ FT Specimen 3 Out -swing . 0.12 CFNMSQ FT 0.34 CFM/SQ FT Specimen 4 In -swing 0.01 CFbVSQ FT 0.34 CFM/SQ FT WATER INFILTRATION TEST Water Infiltration Test was conducted in accordance aathDC Specimen 1 Out -swing Specimen 2 Out -swing S imen 3 Out -swing Specimen 4 -swMjz Water @ 10.00 psf for 15 min. Water @ 10.00 psf for 15 min. Water @ 10.00 psf for 15 mim ater vsf for 15 min. 6-- PA202-94 Result: No water penetration over sM Result: No water penetration over sill Result: No water penetration over s01 Result: No water Denatino over sill STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +75.0 psf, - 75.0 psf. Specimen 1 (Out -swing) Range of test time actual load deflection Positive loads seconds) psf 1/2 Test 30 56.25 Design 30 75.00 Mullion (3) 0.132" Test 30 112.5 Door (1) 0.604" Door (2) 0.635" Mullion (3) 0.219" perm. set N/A 0.138" 0.169" 0.034" M I A M hDAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Prcmdur Entry Systems One Premdor Drive Uicksou ,TN 37055 MIAMI-DADS COUNTY, FLORIDr1 METRO -DADS FLAGLCR BUILDING 111JILDINC CODE COMPLIANCE OFFICE METRO-DADC FLACLI.R IWILDING IJII WEST F-1 AGLCR STREl:17. SUITE 1603 MIAMI. 11.011113A 33130-1563 131)3) 375-24)ul FAX (3u5) 375.2908 Cl).1'1'IL1r'1'Qlt L1Ct:\I\t: JF.(1'IQV taus) 37s•1_7 I nX taus) 37t-1s3Y CONTRA00014. I VFI)IiCI:IF:V'I' nl'I Ip.V 303) 377 =966 FAX (303) M-1903 otooucr C0'rl'KUI. 01VINiUN, 303) 373.1902 FAN ()Oil 371.633v Your application for Notice or Acceptance (NOA) of* Fiberglass Door- Inswing - Opaque In It Woud Franc under Chapter & of the Code of Miami -Dade County governing the use of Alternate My xerinis and Types of Construction, and completely desert ed urhln, ills been recommended for aceepiance by ilia Miami -Dade County Building Code Colnnpliancc Oil= (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. It' this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approwtl, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the nianufactdrer. ACCEPTANCE NO.: 01-1031.01 EXPIRES: 11/1GR000 haul RodriL_ucx Chiel' Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES 1:OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COi IMITTE This Application for Product Approval has been reviewed by the OCCO and approved by the Building Code and Product Review Committeeto be used in ?linnni-Dade County, Floridn under the conditions slat forth above. APPROVED; 1211_ 1/Z0OI aS0ool1peI00o1 u++p41•a OG• acv"pnCe corer pate.0oi Francisco J. Qtlint:lnn, R.A. Director tvlinnli-Dade County Duilaing Cocic Compliancy Ornee In1or IM Illail uddicss: post inaster0bUildillerodcoil Iill c.coin (1Dmrili up1 1 iln lhvHw hnil,lin,n.n+l...,.,lin.• .• IM OZO/6101A t3E j lOQ/ iUOSF?w 7-...•'•h"$9Sy988 '!11j oZ: 51 SooZ/6Z/6o