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Home My WebLink About2434 Chase Ave (2)J Permit # : w— 10 1 Job Address, 2'13 q GK'+y e Ave. Description of Work: Y1p(9Ctt'r'1thf 0f Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION R§@§LMq@D t / Date: / /06 JA.N H-MG coral 6•L ihAws 4J door-s (Z dv,Irs l f w u1,(s — ALL Value of Work: S 27 Z Permit Type: Building I Electrical Mechanical Plumbing Fire Sprinkler/Alan 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 Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3 6 _1 1— 3 0 ~ I JrZ I— 05 0 0— 01 s o Owners Name'& Address: C h1,; AOp tF WI DIMS 24 3q ck, t Ave, Sa t1 Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: Attach Proof of Ownership & Legal Description) Phone: LYu'7)Y97-9Z8Z State License Number: 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. NOTI : 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 i 1erification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1 g 0 Si ture of Owner/Agent Date Signature of Contractor/Agent Date Prim wner/Ag is Name Print Contractor/Agent's Name LKR±n Signature of Notary -Slate of Florida Date Signature of Notary -Stale of Florida Date DEBBIE BLANTON I b1Y CO: tMIPSION # DD 188491 Ownerl A'genPis.• ,. Per Vy.,KnoW to c or Contractor/Agent is — Personally Known to Me or Produced ID Produced ID ly APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (initial & Date) Special Conditions: 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. I, r- kvM#p4, W1104n s , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 0--1 1111144 OyrnerMuilder Signature Date C W3 eblVY WAI Print OwnerBuilder Name Signature of Notar-y4Stato*f-Plerida---Date DEBBIE BLANTON S C` MY cc:.' ills:chl S DD 166491 3 Owner is Personally=KnowiS 02'Me°ar h s Producedil ''-' UWFY FL Noway D1=cool A=1--. C . r- Prepared by and return to: warranty Deed to Tru§tee Sandy Radzak The Closing Agent II, Inc. 735 PRIMERA Blvd. Ste. 115 Lake Mary, Fl 32746 i THIS WARRANTY DEED Made this 5th day of January, 2006 by EDWARD F. STOVEKEN AND CAROL 1. STOVEKEN, husband and wife Grantor, tJCHRISTOPHER `JVILLIAMS as Trustee (`Grantee') under the provisions of a trust agreement dated December 19, 2005 and known as Trust CHASE AVENUE LAND TRUST #2434 whose address is P.O. BOX 1133, WINTER PARK, FL 32790 with full power and authority, to protect, conserve sell, lease, encumber or otherwise manage and dispose of said property! pursuant to Florida Statute 689.071. i WITNESSETH: That the Grantor, for and in consideration of the sum of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all the certain land situated in SEMINOLE county, Florida, toiwit: Lot 18, BLOCK 5, 3RD SECTION DREAMWOLD, according to the plat thereof as recorded in Plat Book 4, Page 70, of the Public Records of Seminole County, Florida. Tax Parcel I.D. Not36-19-30-524-0500-0180 Grantee's Tax I.D. NO.593123040 TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or it anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND THE GRANTOR hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whosoever; and that said land is free of all encumbrances, except taxes accruing subsequent to the. current tax year. THE INTERESTS of the beneficiaries under said Trust is personal property. Persons dealing with Trustee are not obligated to look to the application of purchase monies. The interest of the beneficiaries is solely in the rights, proceeds and avails of Trust Property, not in the title, legal or equitable, of said real estatg. The liability of the Trustee under this deed and the trust Agreement is limited to the assets of the trust and i e Trustee hereunder has no personal liability whatsoever. IN THE EVENT of death of the Trustee the following persons are nominated successor trustees in order of their listings. The filing of a death certificate of the original Trustee, along with an Affidavit of Acceptance by the First Successor Trustee shall be effective to vest title to him. Filing of a death certificate of a Successor Trustee or an Affidavit of Acceptance by an Alternate Successor Trustee, along with an Affidavit of Acceptance by an Alternate Successor shall be effective to vest title in such Alternate Successor Trt}stee. SUCCESSOR TRUSTEE: i ALTERNATE SUCCESSOR TRUSTEE: 1- I I 19 - Prepared by and return to: warranty Deed to Trustee Sandy Radzak The. Closing Agent II, Inc. 735 Primera Blvd. Ste. 115 Lake Mary, F1 32746 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. , Signed, sealed and Seal) Grantor Printed Name Edward F. Stoveken 223 Bradshaw Drive, Sanford, F132771 d al'r'j -e (Seal) Grantor Printed Name Carol L. Stoveken 223 Bradshaw Drive, Sanford, Fl 32771 Witness Printed Name Witness Printed Name STATE OF FLORIDA COUNTY OF SENIINOLE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the state and county aforesaid to take acknowledgments personally appeared Edward F. Stoveken and Carol L. Stoveken to me known as the person(s) described in and who executed the foregoing instrument and he acknowledge before me that he executed the same. The grantor was personally known or was identified by me as follows: WITNESS my hand and official seal in the county and state aforesaid fhis 5th day of January, 2006. Notary Public, State of Florida Printed Name My Commission expires: wa d H Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Page: GE Method I Option A Approved Page I / I pp/Seq Product Model Al or Name Model Description 8I. I Wood -Edge Steel Door Units Next Copyright and pisctpi.mer ; 02000 The State of Florida. All rights reserved. http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1 8&fm=R0Srch 3/29/2004 ETL SEMKO Certificate of Quality Assurance This certifies that Masonite International 1955 Powis Road West Chicago, IL 60185 Is under a ?bird -Party Quality Assurance Audit Program conducted by Intertek-ETL Semko 8431 Murphy Drive, Middleton, WI 53562 Effective Dates: Signed: a MU (4 1 1 jEZAALd) O1101104—12131104 Title: Progr m Ma ager - AccessAbility Intertek is on approved Third-PartyQanli yAsnonsw Entity by the -Slate of Florida (AQUA 1673) I C COPe WL-) Frame Tjps Caldlg. Swing U01 Max. Overall S4xs (iax.1 Lolls Nomlaal Max. Lsal Sloe (Ins.) Glaalog Typo' OP Hq OP psQ Impael Appr1 Rol. Teel Reports' Rol. Esel. Roped Aa'y ONall MAO•WL•MA) Wall 0e1811 MIO•WL•MA) MA4101.02 wood X 1 36,60 1 36 90 0 76.0 76.01 Y I NCTL-210-2929.1 0101.02 0001.02 MA4102.92 wood XX 1 72 x 80 1.2 36 x 80 0 550 55.01 Y I NCTL•210-2930.1 0002-02 0002.02 MA4103-02 woad XO/OX 1 50 x 80 1 36 x 80 0 55.0 55.0 Y I KTL•210-2930.1 0003-02; 0006MO41-02 0003-02 SL 36 x 80 G 55.0 55-01 N MA41o4-02 wood Ox0 1 104 x 80 1 36 x 80 0 55.0 55.0 Y I NCTL-210.2930.1 0004-02; 000710041-02 0004.OZ St. 36 60 G 55.0 55.01 N MA4105-02 wood OXXO 1 144 x 80 1,2 36 x 90 0 55.0 55.01 Y I KTL-210-2930-1 OOOS10041.02 0005.02 SL 35 x 00 G 53.0 55.01 N MA4106-03 wood x 1 36 it 96 1 36 x 96 0 70.0 70.01 Y I CTLA-919W 003405- 2 00p1.02 0001-02 MA4101-03 wood XX 1 72 x 96 1,2 36 x 96 0 49.7 49.71 Y I CM-919W 003-0054002 0002.02 0002-02 MA410M wood X0/0X 1 72 x 96 1 36 % 0 49.7 49.7 Y CTLA-919W 003-005-M 0003.02; 0006.02: OM1-02 0003-02 SL 36 x 96 G 49.7 49.1 1 N MA4109-03 wood OxO 1 106 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005.00M 0004.02; 0007-02. 0041.02 0004-02 SL 36 it 96 G 49.7 49.7 N MA4110-03 wood OXXO 1 144 x 95 1.2 36 x 96 0 49.7 49.7 Y CTLA-919W 003.005-0002 0005.02: 00002; 0041-02 0005-02 SL 36 x 96 G 49.7 49.7 N MA411I-0Z HM x 1 36 x 00 1 35 x 00 0 66.0 66.0 V NCTI 2io-29z91' 6, 9.10,11, 12 0010.02 0007-02 MMI16.02 2-PC x 1 36 X 80 1 36 X 00 0 66.0 66.0 Y NCTL 210.2919.1. 0. 9.10,11,12 0009.02 Own MA4121•02 wood x 0 36 x 80 1 36 x 80 0 76.0 76.01 Y I NETL-210-2929.1 0011.02 0001-02 MA4122-02 wood xx 0 72 x 80 1.2 36 x 80 0 55.0 55.0 Y NCTL-210-2930-1 0012.02 0002.V MM123-02 wood XO/0X 0 50 x 60 1 36 00 0 55.0 55.0 Y NCTL-210.2930.1 0013.02 0016/0011-02 0003-02 SL 36 x 80 G 55.0 55.0 N MA4124-02 wood OXO 0 106100 1 36 x 80 0 55.0 55.0 Y NCTL•210.2930.1 0014.02: o017)0M1.0z 0004-02 Sl 36160 G 155.0 55.0 N MA4125-02 woad OXxo 0 144 x 00 1.2 36 x 80 0 55.0 55.0 Y NCTL.210-2930.1 00018I0011.02015.02; 0005.02 SL 36 x 00 G 55.0 55.0 N 0=9pl0ue; G.Ola7od tested In accordance with Metro -Dads Protocols PAZOI, PA202 and PA203 0 0 Y in v G1 v 0 0 e COP# IWL-1 TKorno TIP Conlig. swig 1 1 0 San per jN 36x96 LeaN ` 1MMiZ6-03 wood x MM121.03 wood XX 0 72 x 96 1. 2 MI#-03M2 wood xWOX 0 72 x 96 1 SL MM 129-03 wood Ox0 0 109 x 96 1 SL MM130-03 wood OXXO 0 111 x 96 1,2 SL MA1131.02 IM# X 0 J6 X 60 1 MM13HZ i K X 0 J6 X 60 1 IAA4141-02 wood x 1 36 x 60 1 MM142-02 wood xx I 1 72 100 72 x 6o 1.2 14143-02 wood za0x SL MM11142 wood OxO 1 106 x 60 1 SL MM115.02 wood OxxO I 111 x 60 1. 2 SL MA1161-01 MA1162 02 MM163.02 wood wood wood X XX XOIOX 0 0 0 36 x 60 72 x 60 72180 1 1, 2 1 SL MA4164- 02 wood OXO 0 106 x 60 1 Sl MA416" 2 woodOxxO 0 1.4.80 1, 2 SL 0• opaQue: G.0lated tested in accordance with Metro-Oade Protocols PA201, PA21 115611110- 1 36 x 96 Type' 0 to1 70. 0 nll 70. 0 Aply Y Nel. Tut RpoAo' CTLA-919W 36-9- 6 0 49.7 19.7 Y CTLA-919W 36 x 96 0 49.1 49.7 Y CTLA-919W 36x96 G N 36x96 0 ft749.7 7 Y CTL4•919W 36 x % G 49.1 149.7 N 35 x % 0 49.1 49.1 Y CTLA 919W 36 x 96 G 49.7 49.7 N 36 X 60 0 66.0 66.0 Y NNCCTL-2*19 - .5.9.10.11.1 210-2929- 1 36 x 60 0 66.0 66.0 Y NCTL 210- 2929 1 6. 9.10,11,1 36 x 60 G 50.5 50.5 N NCTL-210-2930.7 36 x 60 G S0.5 5C.5 N NCTL-210.2930.7 36 x 60 G 50.5 50.5 N NCTL-210.2930.7 36 x 60 G 50.5 50.5 N 36 x 60 G 50.5 50.5 N NCTL-210-2930.7 36 x 60 G 50.5 50.5 N 36 x 60 G 50.5 50.5 N NCTL-210-MO-7 36 x 60 G 50.5 50.51 N 36 x 60 G 50.5 50.5 N I NCTL-210-2930-7 36 x 60 G 50.5 50.5 N NCTL-210-MG-7 36 x 60 G 50.5 50.5 N NCTL'-210-2930-7 36 x 60 G 50.5 50.5 N 36 x 60 G 00.5 50.5 N NCTL-210-2930-7 J6 x 60 G 50.5 50.5 N 36 x 60 G 50.5 50.5 N NCTL-210-2930.7 36160 G 50.5 5051 N 2 and PA203 Viol. Eeal. Roporl D03.005. 0002 Au*LOl( MADW4AA) 0011.02 lall WO- M 0001-02 003-M- 0002 0012.02 0002-02 003-005. 0002 0013-M, 001542. 0041- 02 0003-02 003.005. 0002 0011.02; 0017-02'. 0011.02 0004-02 nnesneJvn net5. 07 0005.02 0019-02 0006.0Z 0001/0041 2 0001-02 0002/0041- 02 OCR-Oz 0003-02: 000J-02 OOMMI-02 O O 0004- 02. 0004.02 0001A1011-02 v IX105-0t 0005.02 000910011-OZ 001110011.02 0001-02 v 0011/ I- 02 OW-02 0013.02. 000"2 0016MI-02 0011OZ. 0001- 02 17A1011-02 f 2jW; . 000005.02 r v n.0 ! ( ray _ :_ __ : •_ , X iv'• 6 t Opaque Outswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: EP ® f=7. 701)OftAetcu"Co/ 7A q7 0p?p8M7e /7G Wpc oq C/Gq PJ 8147e-0eI.IJ N7Geet 7AOD1. pMon ed0ltlmW Hamelbn - C(r gMmlw. a U AAgo e 1 i bdir an K of tlr Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 61". Single Door emdmum udi eW . 3rx Vr Design Pressure 76. 0/-76.0 ft" MW edea ewdtl Oww" daw k not Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. pe"" Fpn M"RMW oe+eb d «wr ntna for a bue q axbn.e eeopnpNc looaon r epmm8e by A= 7iWww. aftRbai "" oft *Key er edebn ngwft MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD.WL-MADD11-0Z MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MADD01-02. APPROVED DOOR STYLES: o0 0o ao 00 DD DD DD DD 000 0PAO Aft Top 3-p* 6p w an EnpWb A Eyeam 1-pow FpYw os pplog OD go 00 OD OD DD ape 5 v>t; swna VA" Eyebror Spend 6tbl- 5- W wim WN Jut it, MM ownwompopomApome, - M""0CffA &NeboNd~ NW tMiW 0d".'eMd edW X 1' 1 Opaque Outswing Unit WOOD -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 21D-2929-1 Certifying Engineer and License Number. Gent' Ferrara, P.E. / 11965. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both Miles constructed from wood. Top end 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 bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE OCCO PA201. PA202 6 PA203 COMPANY NAME CRT. 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). a*Lr State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Jun 16. XM ow', weep a ewOi, bpgw"mra NedEotipe. ow p Wd A"M 6" now vow poses TO Dft Review Ce tit 03M"?A, MM47e, /30 WC me CWjT" V+6da m M" /31QW A-0Dt. Vn e; SOON" N evMsbb ban ow Hm w*m Iwww•eOwn Ms.aml. the Y4sotile wbs Is'wipmeeoilleeom) a tln Maa61e tedewl eenw. 08/17/2005 wso 8:46 8nx 670 417 4237 W0031006 Premdor Entr . terns ACCEPTANCE NO.: 01-1127.16 APPROVED December 20, 2001 EXPIRES December 20, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves a wood swing door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The series ' Royal Mahogany" Double Inswing Glazed Wood Door and its components shall be constructed in strict compliance with the following documents: Drawing No Royal 132, titled Double Door 6080 (Royal Mahogany) Wood Doors" Sheets 1 through 4 of 4, prepared by manufacturer, dated 07/16/99 and last revised on 11-21-01, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LE IITATIONS 3.1 This approval applies to single unit applications of double or single inswing doors, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration. 4. JNSTALLATION 4.1 The inswing wood door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will_ a hurricane protection system. 5. LABELING 5.1 Each unit WWI bear a permanent label with the manufacturer's name or logo, city, state and followingstatement: "Miami -Dade County Product Control Approved". 5.2 The door slab itself shall also bear a pcneancot label, at the door inside edge, with the manufacturer's nameorlogo, city and state. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice ofAceeptance 6.1.2 Duplicate copies of the approved drawings, as idcatified in Section 2 of this Notice of Acceptance, clearly marked to sbow the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official pr the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. isnaq I. Ghanda, P.b., Product Control Examiner Product Control Division 2 11/16/2004 14:10 FAX 8665568822 Masonite/DorFab IM 001/001 P ID L:'L I';IADDDi 0?_ SINGLE DOOR AN 77141-ff ON CMENTFlt TYP. 6 par wren" frembnp member 2 per hortzo ntal freming member Ilhroe and 81dw Was MOM has 2•12" boo mama per Ise IM 1 1 Vfift of door unit PW 1/1" Weight of door unit plus N4' MMe kNEW iqt Do nwbr 000:0 pure 1AA r0 117F +F4R COMiRI Yraals WRt oeew4mr. oat, toe, oo[; A•1ee oD(1C.pp1. i 994 Moila. MM~ d f71RIRad1Y Latchlnp Hardware: Comp6ance nqulraa 1111111 GRADE 3 or better (AN=KmA mem cynndrw and deadlock Novara be hisnlled. UNITS COVERED BY COP DOCUMENT 6m-, 6269% 3241% 3246, am* or am Compliance regoass that r GRADE 1(ANSVOMMA A156.16) turbo bons be Installed on I" side of attire door panel— (1) at topand (1) at bosom. Based on required Deslon Pressure - as CDP cheat tar detalla. Notes: I. Anchor calculations hate been carried out wilk the lowest (least) f the different Wieners being considered for use. Jamb andheadWeaveanalyzedforthlsunitIncludefeandfiewoodscrewsorS/16' TbeMM listeners analyzed for this unit taolude f6 and010woodscrews, 3/16' 1opcons. or Liquid Nails Builder! Chace 490 (or eq adhesive). 2. The woad screw single shear design values come from Table 11.8A of ANSVAF 6 PA NOS or soutMra pins lumber wRh o slds member tAidoness o11.1/4" and achievemlrl of Minimum embedment The W16' Tapeon $100 shier design Values come from 1lA ITW and ELCO Dade CountryaPWowlsrespecl"k tm:h with minlmum 1-1/4" embedment S. wood lwda by others, must be anchored propo ly to transfer loads to the structure. moth ". 2= wanWrti Aw+a v.em Wour..r pnls.MrlM@ft • I+.+ae. we a w e.p •Mwi mow 6• rrr MID- WL-MA0001-02 6 per vertical training member for TO" height and smaller 8 per vertical framing member for heights greater than To" 4 per horizontal framing member Hinge and strike plates require two 2- 1R" hing arm per location. Wit; of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNTIM COVERED BY COP DOCUMENT 0245% 0266', 3241 % 9246, f1261 • or 3256 Compliance requires that 8" GRADE 1(ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and ( 1) at bottom. Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners aria" for this unit include 10d common nails. Threshold fasteners analyzed for this unit Include Uquid Nails Builders Choice 490 (or equal structural adhesive). 2. The common nail single shear design values come from ANSWAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment of 1-1/4". 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. MuCh10,= erWOnAV PWWofHasa1w.W.r.uk.. 60P. rryarmragwrftW 90 unaive. r PRODUCT APPROVAL r Overview 1I lr Producl Search 1r 1r l Organization Product View Search Application.Altachmenls dCSll,Itt 1 P s!Prl7fs[!!lfifPFli i7i User: Public User - Not Associated with Organization - Application N: Date Submitted: Product Manufacturer: Address/Phone/email: Technical Representative: Technical Representative Address/Phone/email: Need Help ? FL18 08/04/2003 Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 Steve Schreiber 1 Premdor Drive Dickson, TN 37055 615)441-4258 sschreiber@masonite.com Category: Exterior. Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS201 1994 TAS202 1994 TA S203 1994 Certification Agency: Intertek Testing Services - ETL/Warnock Hersey Quality Assurance Entity: Validation Entity: Date Validated: Authorized Signature: Performance level of the product and conditions or limitations of use: 08/ 1 1 /2003 Steve Schreiber sschreiber(@,masonitc.com None Known htip://www.floridabuilding.org/pr/pr_deti.asp?]P'F= l 8&fm=ROSreh 3/29/2004 Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Page: EO Method I Option A Approved Page I / I pp/seql Product Model N or Name Model Description 1, ,.I lWood-Edge Steel Door Units Next Copyright Disclaimer 02000 The State of Florida. All rights reserved. http://www.floridabuilding.org/pr/pr_deti.asp?IPT=l R&fm=ROSrch 3/29/2004 ETL SEMKO Certificate of Quality Assurance This certifies that Masonite International 1955 Powis Road West Chicago, IL 60185 Is under a Third -Party Quality Assurance Audit Program conducted by Intertek-ETL Semko 8431 Murphy Drive, Middleton, WI 53562 Effective Dates: Signed: J AAA 01101104 -12131104 Title: Progr m Ma ager - AccessAbility Interterr is an approved Third -Part' QunrlryAsnoww Entity by the Mate of Fror/dc AQUA 1673) COP# WL-I Frame Type Cenllg. Swing lug) Nei. Overall Six* 1110.1 Lost# Nominal Mos. Loaf else (les.) Closing T#po' AP psi) OP boll Impad Apped Rol. Test Reports' Rol. Eul. Roper) Au'Y Oololl MAC-WL-AIA) IMWll Doug MID-WL-MA) MA4101.02 wood X 1 36 x 10 1 36 x 10 0 76.0 76.0 Y NCTI-210.29MI 0901-02 0001.02 MA4102-02 Wood XX 1 72 it e0 1.2 361180 0 55.0 5.0 Y NCTL-210.2930.1 0002-02 0002-OZ IAA4103-02 wood X0/OX 1 50 x 10 1 36 x 10 0 55.0 55.0 Y NCTL-210-MO-1 0003.02. 0003.02 SL 36 x 10 G 55.0 55.0 N MA4101-02 Wood OX0 1 106 x so 1 36160 0 55.0 55.0 Y NCTL-210.2930-1 0004.02; oo07A0/1-02 OD04.OZ SL 36 x 60 G 55.0 55.0 N MA/105-02 wood OXXO 1 111 x 10 1,2 36 x eD 0 55.0 55.0 Y NCTL-210-2930.1 0005/0 -02 0005-02 SL 36 x 10 G 55.0 55.0 N MA1106-03 Wood X 1 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W 003405-M 0001-M 0001.02 MMIOI-03 wood XX 1 72 x 96 1.2 36 x 96 0 49.7 49.7 Y CTLA-919W 00341055•0002 0002-02 0002-02 MM10M wood XO/OX 1 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 00340 -M 0003-02; 0006-02; 0041-02 0003.02 SL 36 x 96 G 49.7 49.7 N MMIOM wood OXO 1 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-0OSOR 0001-02; 0007-02; W41.02 000/-02 SL 36 x 96 G 19.7 19.7 N MM110-03 wood OXXO 1 111 x 96 1.2 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005.0002 0005-02; 000E-0t, 00/1-02 0005-02 SL j 36 x 96 G 40.714171 N MMl l l-02 NM X 1 36 x 60 1 36'x 00 0 66.0 66.0 Y NCTL-210-1915.7,1. 9.10,11, 12 RCTL 210-29MI 0010-02 0007-02 MMI16-02 2-PC X 1 36 X 50 1 36 X e0 0 65.0 66A Y NCTI-210.1916.7. g. 9,10,11.12 NCTL 210.2929.1 0OW02 0006-02 MM121-02 wood X 0 36 x 00 1 36 x e0 0 76.0 76.0 Y NCTI-210.2929.1 0011-02 0001-02 MA4122-02 wood XX 0 72 x 10 1.2 36 x e0 0 55.0 55.0 Y NCTL-210-2930.1 0012V 0002-Q MA412M wood XO/0X 0 SO x e0 1 36 x e0 0 55.0 55.9 Y NCTL-210.2930.1 0013-M 0016/0011-02 0003-02 SL 30 x 60 G 155.0 55.0 N MM12442 wood OXO 0 100180 1 36 x 50 0 55.0 55.0 Y NCTL-210-2930.1 0014.02: 0017)0011-02 0001-02 SL 36 x 10 G 55.0 55.0 N MA4125 2 wood OXXO 0 111 x e0 1.2 36 x 60 0 55.0 55.0 Y NCTL-210-2930-1 0015.02; 0018M041.02 0005.02 SL 36 x ea c 55.0 55.0 x D.opagw G.pluad tested In accordance with Metro-Dsdo Protocols PA201, PA202 and PA203 0 0 O 1 v 0 r On7 N NwA 3 N_ oal# 1 NomMili4 (Nu.) 36 x 96 36 x 95 36 x 96 ljryo 0 0 0 Poll 70.0 49.7 69.7 OM) 70.01 49.7 IB.7 I. Ap Y Y Y Tat Raposa CTLA-919W CTLA 919W CTU 919W Rd. Evil. RopaA 003.M-0002 003 005 0002 003-0OS 0002 11olaU CapifuCodlp. IM-11n(g0•W 0011.02 0012- 0. O22Z,, 0016 02 0041-02 GLMGA) Mal- 02 0002 02 OOOJ Type i 0 mu. W 36 x 96 MM12643woodXMM127. 03 wood XX 0 12 x 96 1,2 MA412M woad XOIOX 0 72 x 96 1 OXO 0 106 x 96 SL 1 36 x 96 36 x 96 G 0 19. 7 49. 7 49. 7 49. 7 N Y CTU 919W 007 005.000Z 0017 02`0041-02 MM129-03 wood SL 1. 2 36 x 96 36 x 96 G 0 49. 7 49. 7 49. 7 49. 7 N Y CTLA•919W p03 0-0OOZ 001 - 0200 1-02 0005- OZ MM130- 03 woad OXXO 0 1N x 96 36 X 60 SL 1 36 196 36 x 60 G 0 49. 7 1i6. 0 49. 7 66. 0 N Y 1NICCR 21a11929.1' 6. 9,10,11,12 0020-02 0007 02 MM13102 IIM x 0 36 x 60 36 x 60 1 1 1, 2 1 36 X 60 36 x 60 36 x 60 36 x 60 0 G G C 66. 0 50. 5 50. 5 SO. S 66. 0 50. 5 50. 5 SO. S Y N N N NCTL• 210.1916.7, 6, 9.10,11,12 NCTL 210-2929.1 NCTL• 210.2930.7 NCTL- 210.2M7 NCTI- 210 2930 7 0019- 02 0001/ 0011-01 0002MMI- 02 OOV Wl 0006. OZ 0001. 02 0002. 02 OOOJ- 02 MA4136- 02 MA4141- 02 2- PC wood X X 0 1 MA4142. 02 MM143. 02 wood wood XX XOIOX 1 1 72 x 60 72 x 60 MM116- 02 wood OXO 1 105 x 60 SL 1 36 x 60 . 36 x 60 G G 503 50. 5 50. 5 50. 5 N N NCTL-210.2930.7 0007AxN1-02 0004- 02 SL 36 x 00 G 50.5 50.5 N MAI1e5- 02 wood Oxxo 1 111 x 60 1,2 36 x 60 G 50.5 50.5 N NCTL•210.2930.7 00054M O00# MI-02 0005. 02 SL 36 x 60 G 50.5 50.5 N MA1161- 02 MM162- 02 MA4163- 02 wood wood wood X XX xaOX 0 0 0 36 x 60 72 x 60 72 x 60 1 1, 2 1 36250 36 x 60 36 x 60 G G G 50. 5 0. S 50. 5 50. 5 50. 5 50. 5 N N N NCTL- 210.2930-7 NCTL• 210-MO-7 NCT010. 2930.7 0011A1011- 02 0012A7W1. 02 00MI- 0016/0011.02 0001- 02 0002- 02 0003- 02 SL 36 x 60 G 50.5 50.5 N MAetw- 02 wood OXO 0 106 x 60 i 36 x 60 G 50.5 50.5 N NCTL•210.2930.7 001/02: 001711441- 02 0001- 02 MAet65- 02 wood GXXO 0 144.00 SL 1, 2 36 x 60 36 x 60 G G 50. 5 50. 5 50. 5 50. 5 N N NCTI 21019301 0025AxN1.02 D005-02 SL J6 x 60 G 50.5 50.51 N O. opaQue: G.plated tested in accordance wilh Melro•Oade Plolecols PA201, PA202 and PA203 0 0 1 m v N Mi r v 0 0 x to 1q o 4.1 X qo• 6 Opaque Outswing Unit COP-WL-MA4121-03 WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: O SipplDoor M2.1e wdOn. 8rxWr Note: Units of other sizes are covered by "s report as long as the panel used does not exceed 31)" x 61". Memm wme Ted Cae Reden Cwska #3="TA. 10 11__7!,I 125147C and COP/f d o tvee®en.0. Design Pressure 76. 0/-76.0 emcee amp Wha mew erneow *14n is =a Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Ac4iel aft aid M meM doRbar1e** Me: b e so ft q erd eeo 9Wft loaf k Y dal *W bj A= 7-newµbdbWd9oftepedpaleedeimamiftMINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL4AA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-wL-MA0001-02. APPROVED DOOR STYLES: 0 no DD DD o0 DD DD DD 0013 Rob Tapiyond 6prr1 Nn e+o..i .pii11 a+ oil log11301 DDI eODDDOSY: M s p.w WM eod [yehme S-w yaps. ea d AM 16, mm f ~ ~ ofNdn "emseo eeWP" X OPA, t Opaque Outswing Unit WOOD - EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 21 D-2929-1 Certifying Engineer and License Number. Gerry Ferrara, P.E. /11985. Unit Tested in Accordance with Nami-Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017' thick steel skins. Both stiles constructed from wood. Top endrailsconstructedeitherwoodorsteel. 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 bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE KCO PA201, PA202 6 PA203 COMPANY NAME 0% STATE To the best of my knowledge and ability the above side Inged exterior door unit conforms to the requirements of the 2901 Florida Building Code, Cbapter 17 (Structural Tests and Inspections). 1 f / A&xr State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Jur 16. 2= Oar 6 Mp,* O ~ kwrm 4d now roda,K OM d" RW %e" W0".aea w...& " MW INE/ F' f 13M M7l, fXeM47C m0 CDPno R oal Wld tion M" Fa2mm-M, H190i6 61C•00-1prImo. MwNm wn) Oa Mawft t ' moa an)wto 09/17/2005 wEo 8:46 FAX 678 417 4237 W0031006 Premdor Entry Symms ACCEPTANCE NO.: 01-1127.16 APPROVED December 20.2001 EXPIRES _ December 20, 2006 NOTICE OF ACCEPTANCE• SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a wood swing door, as described in Section 2 of thii Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The series "Royal Mahogany" Double Inswing Glazed Wood Door and its components shall be constructed in strict compliance with the following documents: Drawing No Royal 182, titled Double Door 6080 (Royal Mahogany) Wood Doors" Sheets 1 through 4 of 4, prepared by manufacturer, dated 07/16/99 and last revised on 11-21-01, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LEWTATIONS 3.1 This approval applies to single unit applications of double or single inswing doors, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval, 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration. 4. JNSTALLATION 4,1 The inswing wood door and its components shall be installed in strict compliance with the approveddrawings. 4.2 Hurricane protection system (shutters): the installation of this unit -Vdll reguirea hurricane protection system. 5. LABELING 5.I Each unit shall bear a permanent label with the manufacturers name or logo, city, state and followingstatement: "Miami -Dade County Product Control Approved". 5.2 The door slab itself shall also boar a permancot label, at the door inside edge, with the manufacturer's nameorlogo, city and state. 6. BUILDING PERMff REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1,3 Any other documents rcquirW by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the instillation ofthis system. 1 Slntial ` • 'iI— isnaq 1. Ghanda, P.E., Product Control Examiner 2 Product Control Division 11/16/2004 14:10 FAX 8665588822 Masonite/DorFab I 001/001 X 1 1 1 1 Unit SINGLE DOOR it . IT. 11lT olum.. 6 per vow framing mvrbv 2 per bmtmnw fraMIM member Wage cad arms plebs rends Ins Mir bog Sam per IMOOa. e 1 Width of door enn plus 1IC NNght d door volt phrs 1/4• NOW Molrrr' r awiaieCMks4i.,. pp rmwrf Gothaw a°°iiyit O grab1 Mwr earorlkm q K4nrdY weJ rd wnK Latching Hardware: Complenoe M0410e tbet GRADE 3 Of better (ANSVpRW A1562) cynwft l end deedoca hardware be Illsl g& UNir$ COVERED BY COP DOCUMENT O o% ONO•, 3241% t24e, IM* a tlLifi Compliance requaes that O' GRADE 1 (ANSUBNIAA A156.16) surboe belle be IraWled on W* side of Acura door pared — (1) at topand (1) at bftm. Based on required Deep Pressure - See COP Sheet for define. Notes: I. Anchor calculations Aare been Carried olt wdlr the leapt {bast) the dram fasteners being Oonftred for use. Jamb andhadtastenertenalyaedforthisunitIndodeI8and /10 wood eaarrS or y/16' threshold tasteners errelyte0 for Uds uM MroAaie b andM0woodscrews, Sr16' Tepcons. or liquid Nate Wars Ch" 490 (or eq adheslre). 2. The rood screw sb p sbear design values come from Table 11.311 Of ANSVAF 6 PA NOS 10 i UMIM pine lumber with Aside member tbldaress of1-114' and achiwpmnt of mUMM embedment the 9r16' Tapcbm smp sheer design vploec M M from tM ITW and ELOD dada CoumbySaguiaroepac "k each Y4111 minlmum 1-114" embedment I Wood suela by Were, must be anchored properly to Ramer lauds b the sVuctura OWUND"PWMape" ,nre.rar • • i.4..ra.seweesye s "0 WftA UM A MID-WL-MA0001-02 SINGLE DOOR 6 per vertical framing member for PO" height and smaller 0 per verbal framing member for helghts greater then TO" 4 per horizontal framing member Nlege and dd ke plain rMbe two 2-1R' bug MM per bation, Width of door unit plus 1/2' Height of door unit plus 1/4' Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be Jnsfalled. UNITS COVERED BY COP DOCUMENT KW, 0266% 32419, 3246, 3ffi10 or 3266 Compliance requires that 3" GRADE 1(ANSIMMA A156.16) surface bolts be installed on latch side of active door panel— (1) at topand (1) at bottom. Based on required Design Pressure —see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include 10d common nails. Threshold fasteners analyzed for this unit include Uquid Nails BUtiders Choice 490 (or equal structural adhesive). 2. The common nag single shear design values come from ANSVAF 6 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment of 1-1/4'. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Mich 10. 2103 a.miwW pew.rpoee hwaara w s tea•. dpMW poAiA as Misr d arp.rw wile