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HomeMy WebLinkAbout412 Pine Ave (2)Application No: I I - l 4- 00 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 300.00 Job Address: 412 Pine Ave. Sanford. FL 32771 Historic District: Yes No Parcel ID: 30-19-31-515-1800-0030 Zoning: Description of Work: Install bath exhaust fan, hook up water heater change out, install 12volt smoke detector Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Fstella Williams Phone: 407-417-474q Street: 412 Pine Ave. Resident of property? : Yes City, State Zip: Sanford FI 3 771 Contractor Information Name M Ellis Electrical Inc Phone: 352-457-5699 Street: 4234 S_ Bluff Lake Rd_ Fax: 352-429-0655 City, State Zip: Mascotte, FL 34753 State License No.: EC1300-3559 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit IX Square Footage: No. of Dwelling Units: Electrical IX New Service - No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 tat 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 Date 4ignature ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: Michael Ellis Print Contractor/Agent's Name T)A N 0I i,l''Rh_1 f`-10 263110 0,o P ., BRANDI STOUGH l j Notary Public - State of Florida i My Comm. Expires Sep 19; 2014 Commission # EE 27219 CEO Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID k\. WASTE WATER: BUILDING: r -. M. Ellis Electrical Inc. Phone: 352-457-5629 Fax: 352-429-0065 EC13003559 10/19/2010 City of Sanford Permits PO Box 1788 Sanford, FL 32772 Permit Technical, Please see the enclosed application for electrical permit. Along with business license, electrical license, and insurance certificate. I have also enclosed a check for the registration fee. Please call if I need anything else to get this permit. I will pay for the permit with a credit card, please call when it is ready so I can pay for it' and arrange to pick it up or have it mailed. Thank you, Peggy Ellis Regards, Peggy A. Ellis Office Manager M. Ellis Electrical, Inc. 352-400-5635 Phone 352-429-.0655 Fax peggyel,lis@embarqmail.com Acivr,r*d( Ca.r IK Fv.L i ' i7' !o/j/Fj CITY OF SANFORD C g 201 BUILDIN PERMIT APPLICATION j0 Application No: I I r I Documented Construction Value: Job Address: q Historic District: Yes No Parcel ID• Zoning: Description of Work: It 'E Plan Review Contact Person: Phone - Fax: E-mail: Property Owner Information Title: Name 1%- e G I iCt`( Phone: Street: i' j .n rResident of property?:. City, State Zip: Contractor Information Name Mo `) 7—I'"s_ P,J c `-on4,f Phone: Street: 0 ._ NA S k Fax: I City, State Zip: 1S Q State License No.: Ci C__1 J Z$ I Architect/Engineer Information Name: Phone: Street: _77' h,1jZ5- Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: si.oa f I 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 --.r. Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID k)(g -lo Signature of Contractor/Agent - Date Ci'-j— Print Contractor/Agent's Name PP"\0 ,I ; Io.k /J Signature of Notary -State of Florida Date DEBTIE.13LAR_rCSN n ' ,uw1iSS!ON DU629096 r FS: February 25, 2011 FL Notary Discount Ass,„, Co. 3: Contractor/Agent is Personallyown to Me or Produced ID Type of ID '`-> >— e`q JoJ/, A APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: fe / !o COMMENTS: Rev 11.08 i'... Work Wi 1p for Weatherization Program To Contactor. Items listed on the work write up may not pertain to your core business function. These items should be bid under the umbrella of your company through licensed contractors such as Plumbing, Electrical, HVAC, Roofing Etc. It is your responsibility to pull permits and provide results pertaining to your business function according to Local Municipality and Code and or provide the same from licensed contractors pertaining to Plumbing, Electrical, HVAC, Roofing Etc. You are required to provided Certified Payroll for all work performed on residence, for your company and all sub -contractors hired by you. Any house or trailer built pre 1978 Wit require EPA Lead -Safe Work Practice or Lead Testing to be performed by a EPA Lead -Safe Certified Firm. Photos of EPA Lead -Safe Work Practice or Documentation Supporting Negative Test Results are required for agency documentation & client file. If additional items are needed in conjunction with a Work Write Up Item, you must provide an addendum explaining repair. In order for payment to be processed you must provide the Payment Request Form, Signed Invoice Release of Lien, Passed Permits, LSW Documentation for pre -1978 homes & Davis Bacon Compliance.Additional info may be required. All Work and Punch List Items must be 100% complete. Prices & items maybe subject to change, to meet budget requirements. If so, price and item changes wilt be agreed upon verbally. The bid will then be adjusted, signed by MOW as (Addendum to Bid), and sent back to you. You are required to sign as (Acceptance of Addendum to Bid) and send back to MOW. MOW wilt then sign as'(Acceptance of Bid) and send back to you. Work may begin. All specifications, terms and conditions shall be as described in the OWNER/CONTRACTOR AGREEMENT and the FLORIDA WEATHERIZATION HANDBOOK, MATERIALS, INSTALLATION and WORKMANSHIP STANDARDS. Item # :::.: `..: :::..::'..:: a e awls/Seru:rces:Re. ulred:<::::; :::.:::.. .::Pn a.. .:Materia! h otai!i..: esrtp#jon...a...f :NF......r..:...:...:.:........_..............q........................................................................................ 1 Install Smoke Detectors @ Hall, & Living Addendum Price Change 9-20-2010 H&S $ 50.00 $ 50.00 QV $ 100.00 2 Repair Sink Faucet @ Kitchen (Faucet very leaky) H&S $ 100.00 $ 75.00 $ 175.00 3 Install Ventilation Fan W/ Damper On -15 Minute Timer in Bath ( Vented to Exterior) H&S $ 137.00 $ 137.00 $ 274.00 4 Install 1 A.C.Filter Leave 1 w/ client / provide installation instruction Required $ 20.00 $ 20.00 $ 40.00 5 Install 1 Low Flow Showerhead Required $ 21.00 $ 21.00 $ 42.00 6 Install Water Saver Aerator @ Kitchen & Bath Required $ 21.00 $ 21.00 $ 42.00 7 Wrap HWH Required $ 8 Insulate HWH Lines Required $ 60.00 $ 40.00 $ 100.00 9 Replace Door Dt, Front W/ Deadbolt, Lockset, & Peephole 1 $ 285.00 $ 250.00 $ "I`535:'.00in 10 Install Threshold & Weather-stripping @ Door D2 Back 1 $ 125.00 $ 125.00 $ 250.00 11 Insulate Attic To R-30 ( 1020 sq ft. ) 2 $ 433.00 $ 433.00 $ 866.00 12 Batt, weather-strip, Build Dam at Least 1" Over Insulation @ Attic Access 2 $ 50.00 $ 50.00 $ 100.00 13 Solar Screen / South = 1 4 $ 37.00 $ 37.00 $ 74.00 14 CFL @ Beds, Living, Dining, Bath, & Laundry Total= 19 6 $ 60.00 $ 40.00 $ 100.00 15 Seal Supply @ Bed 2 W/ Mastic 7 $ 20.00 $ 30.00 $ 50.00 16 Install Energy Star Refrigerator ( Of Same Size, Freezer Top, NO Upgrades) a $ 725.00 $ 100.00 $ 825.00 17 AC Service & Clean ( Provide Dated Service Sticker When Complete) 9 $ 220.00 $ 220.00 $ 440.00 18 Install 40 gal. Electric HWH W/ Pan / Plumb Relief line to Exterior 10 $ 650.00 $ 150.00 $ 800.00 PERMITS Addendum / must show material & labor 9-20-2010 $ 50.00 0 $ 50.00 $ 100.00 NAME: JEstella Williams DATE: 9/14/2010 $. 4,913.00 Built 1996 JOB # ewilliams9-10 ADDRESS: 412 Pine Ave. Sanford, FL.32771 PHONE: 407) 417 4749 TiUtlG4'aRiBli. .. . 1..(.4..0..7....)...4... Please inspect the property and submit the work -write up with your cost tome NO LATER THAN 09-14-2010. If your bid meets the criteria, you will be contacted with the Notice To Proceed With Work, signed, with a time frame for work to be completed in. IZ9- QContractor:Signature: Date: I GAddendumtoBid: Date: MOW Noilae To €'roceed With 1Nvrk Your contract and proposal for homeowner repairs and upgrades atlthe above mentioned'address. Owners have been examined and accepted by the Weatherization Program staff. Items have meet the approval of the client. Items mentioned above are to be completed within the specified timeframe. You may begin work on 09-21-2010. You shall complete all work on or before 09-27-2010. Acceptance of Bid: Date: Jay Curbow / Weatherization Manger MOW (may proceed) Meals on Wheels Etc. A ce of 2801 S. Financial Ct. Sanford FL, 32773 Ad ndum to Bid: Office: 407-333-8877 ext.114 / Fax 407-829-2468 CONTRACTOR (sign & send back) Cell: 321-3884829 DBPR - REEVES, TRAVIS JAMES; Doing Business As: MATANZAS DEVELOPMEN... Page 1 of 1 6:22:07 AM 10/19/2010 Licensee Details Licensee Information Name: REEVES, TRAVIS JAMES (Primary Name) MATANZAS DEVELOPMENT AND CONSTRUCTION CORP (DBA Name) Main Address: 151 LAKYN DR CROSSVILLE Tennessee 38571 License Mailing: P.O. BOX 460 BUNNELL FL 32110-0460 County: FLAGLER Licensel-ocation: 109 4TH STREET BUNNELL FL 32110 County: FLAGLER License Information License Type: Certified Residential Contractor Rank: Cert Residental License Number: CRC1328793 Status: Current,Active Licensure Date: 07/24/2006 Expires: 08/31/2012 Special Qualifications Qualification Effective Construction Business 07/24/2006 View Related. License Information View License Complaint Terms of Use I I Privacy Statement https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=AO5390493 F3 79B98076... 10/19/2010 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 541) 882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS -201 TAS -202 TAS -203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/21/2008 Date Validated 07/23/2008 Date Pending FBC Approval 07/28/2008 Date Approved 09/15/2008 Summary of Products 1. FLModel, Number or Name Steel, Steel Edge in Wood Frame Description T-0" x 6'-8", Opaque, Single Door, I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO C CAC_08-0208.06. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +80/-80 02/11/2013 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA FL11136_RO_II_08-0208.06.pdf Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Parr 9. ..-.,,.._... _.. .......... ............. ........... ......... .-__.. .-. 11136.2 Steel, Steel Edge in Wood Frame T-0" x 6-8", Opaque, Single Door,. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C_CAC_08-0208.07. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +80/-80 02/11/2013 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA FL11136_RO_I108-0208.07.pdf Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Parr 1. ........_.............. 1.1136.3 Steel, Steel Edge in Wood Frame 5'-4" x 6'-8", Opaque, Single Door, Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C CAC_07-0709.03. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Expii Design Pressure: +60/-60 08/08/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites are not Impact Rated and Require Miami -Dade HVHZ FL11136_RO_II_07-0709.03.pdf Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports I Created by Independent Third Part 11136.4 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Dou Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C_CAC_07-0618.10. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Expii Design Pressure: +60/-60 07/03/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites are not Impact Rated and Require Miami -Dade HVHZ FL"11136RO_II_07-0638.10.pdf Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Part Evaluation Reports Created by Independent Third Part 11136.5 Steel, Steel Edge in Wood Frame 12'-0" x 6-8", Opaque, Single or Do 3 Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO C_CAC_07-0820.08. Approved for use outside HVHZ: Yes FL11136,R0_C--CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +61/-61 08/22/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites are not Impact Rated and Require Miami -Dade HVHZ FL11136_RO_II_07-0820.08.pdf Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Part Evaluation Reports Created by Independent Third Part 11136.6 Steel, Steel Edge in Wood Frame T-0" x 8'-0", Opaque, Single Door, I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C_CAC_08-0208.06. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes QualityAssurance Contract Exph Design Pressure: +61/-65 02/11/2013 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. FI.11136_RO_II_08-0208:06.pdf Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Part 11136.7 Steel, Steel Edge in Wood Frame_ T-0" x 8'-0", Opaque, Single Door, J Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C_CAC-08-0208.07. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +61/-65 02/11/2013 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. FL11136_RO_II_08 0208.07.pdf Verified By: Miami -Dade B000 - C Created by Independent Third Part Evaluation Reports Created by Independent Third Part 11136.8 Steel, Steel Edge in Wood Frame 8'-4" x 8'-0", Opaque, Single or Dou In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C_CAC_07-0618.08. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +47/-47 07/03/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side -liter are not Impact Rated and Require Miami -Dade HVHZ FL11136_RO_II_07-0618.08.pdf Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Part 11136.9 Steel, Steel Edge in Wood Frame 8'-4" x 8'-0", Opaque, Single or Dou Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO_C_CAC_07-0618:06. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: Yes Quality Assurance Contract Exph Design Pressure: +47/-47 07/03/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites are not Impact Rated and Require Miami -Dade HVHZ FL11136_RO_II_07-0618.06.pdf Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Part Evaluation Reports Created by Independent Third Part 11136.10 Steel, Steel Edge in Wood Frame 5'-4" x 6'-8", Full Lite, Single boor, V Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136—RO_C_CAC_07-0618.07. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: No Quality Assurance Contract Exph Design Pressure: +60/-60 07/03/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites and Door are not Impact Rated and Require FL11136_RO_II_07-0618.07.pdf Miami -Dade HVHZ Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Part 11136.11 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Full Lite, Single or Dou Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO_C CAC_07-0618.09. Approved for use outside HVHZ: Yes FL11136_RO_C—CAC_2007 Comp Impact Resistant: No Quality Assurance Contract Exph Design Pressure: +42/-42 07/03/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites and Doors are not Impact Rated and Require FL11136_RO_II_07-0618.09.pdf Miami -Dade HVHZ Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Part Evaluation Reports Created by Independent Third Part 11136.12 Steel, Steel Edge in Wood Frame 8'-4" x 8'-0", Full Lite, Single or Dou In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RO_C_CAC_07-0509.06. Approved for use outside HVHZ: Yes FL11136_RO-_C—CAC_2007 Comp Impact Resistant: No Quality Assurance Contract Exph Design Pressure: +55/-55 Other: Product must be installed per manufactures instructions as stated on NOA. Side-lites and Doors are not Impact Rated and Require Miami -Dade HVHZ Approved Shutters. 11136.13 06/27/2012 Installation Instructions FL 11136_RO_I1_07-0509.06. pdf Verified By: Miami -Dade BCCO - C Created by Independent Third Parr Evaluation Reports Created by Independent Third Parr Steel, Steel Edge in Wood Frame 8'-4" x 8'-0", Full Lite, Single or Dou Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 ROC CAC 07-0709.05. Approved for use outside HVHZ: Yes FL11136_RO_C_CAC_2007 Comp Impact Resistant: No Quality Assurance Contract Expii Design Pressure: +55/-55 07/18/2012 Other: Product must be installed per manufactures instructions as stated Installation Instructions on NOA. Side-lites and Doors are not Impact Rated and Require FL11136_RO_II_07-0709.05.pdf Miami -Dade HVHZ Approved Shutters. Verified By: Miami -Dade BCCO - C Created by Independent Third Part Evaluation Reports Created by Independent Third Parr B"Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer SE Product Approval Accepts: y, WN Eez.k Trusted t FFMIAMIDADER11 Ie BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Gone. DESCRIPTION: Series 'W-8" & 8'-0"" Single Inswing opaque Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970-1", titled 'W-8" & 8'-0 Single Inswing Opaque Steel Edge",sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Units are not rated where water infiltration is needed, unless complies with exception per FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-1211.11 and consists of this page l and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08-0208.06 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 Page 1 Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS l . Manufacturer's parts and sections drawings. 2. Drawing No "DC9970-1", titled "6'-8" & 8'-0 Single Inswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS (Photo copies from files # 02-1211.11), original test report conducted per SFBC, 201, 202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94. 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per PA 202-94 along with marked -up drawings and installation diagram of single outswing andinswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02-06-08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1, Miami -Dade County Building Code Compliance Office (BCCO). E. - MATERIAL CERTIFICATIONS (Photo copies from files # 02-1211.11) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS -J99006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929-91A "Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 01, 2008,. signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W,' signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02-1211.11, expiring February 11, 2008. shaq 1 Chanda, P.E. Product Control Examiner NOA No 08=0208.06 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 E-1 JEI. RWENo Steel 6'-8" & 8'-0" SINGLE INSWING OPAQUE STEEL EDGE IMPACT STEEL 'DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 2004 BUILDING CODES ('.V/2005, 2006 SUPPLEMEMTS) AND HIGH VELOCITY HURRICANE ZONES" (HVHZ) REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM -E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR "HVHZ". INSWING IMPACT STEEL EDGE DOOR Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with minimum average yield strength Fy=26,240 psi. Core design Expanded polystyrene with 1.0 to 1.25 lbs. density, by JELD-WEN. Panel Construction, Steel face sheets glued to expanded polystyrene (EPS), with steel top and bottom rails and steel stiles with a wood lock block reinforcement. The hinge stile contains a MDF board for added hinge support. Frame Construction (Bath Frame Types); The head jambs and side jambs are mortised, butted and joined using (3) 7/8" x 2" wire staples. An aluminum adjustable inswing - threshold was unitilized at the sill. An optional aluminum ADA threshold is available. TABLE OF CONTENTS SHT # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL°NOTES 2 VERTICAL CROSS SECTIONS & BOM 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS 0 n 3'-1 3/4" O.A. O MAX. FRAME WIDTH J O 3' 0A_ m MAX. PANEL WIDTH6 cc !, V 3'-1 3/4' O.A. z Q MMAX. FRAME WIDTH a N MAX. PANEL WIDTH ® ® w Q W J M Q LU 2 CU ca a Z O om Z W m 3 3 p 0D.. r O m mn Lo Nm O W Z Ld O 1 mN m do } Q>LO m 7 ? . JZ I ' pew W 0 n'1 -a O o UW o O 6:Z A B A B Of a 2 2 2 2 PRODUCTRF.NEWED as eomplyiaK with the Florida Biddiag Code ' r m Aeeeptaace No OL -42.0 0 SINGLE INSWING UNIT (X) SINGLE INSWING UNIT (X) Esp° IPIft_FEJ&Jt:L't3 SCALE' f =>'-0" SCALE.' f " =i'-0" $y 11tia , • h a o Tdwwa.ae niact CoatmP.: 2 e DiYb4Pa ALL DOOR MODELS ARE VIEWED s FROM THE INTERIOR SIDE DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ERE WATER INFILTRA70N REQUIREMENT IS NOT NEEDED 6'8" (X) 80.Opsf 80.Opsf 80.Opsf 80.Opsf B'0" (X) 61.0psf 65.0psf 61.Opsf 65'.Opsf UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) = OH LENGTH/OH HEIGHT GREATER THAN 1.0 NIMESH BHA'9AP FLORIDA P.E. NO. 56851 oM ia/.ANEERING saruEs. Irx. P c:N rix —o" 12/07/07 AS NOTED DC9970-1 10 rd xC7 wS' a w a w Q < tr X`Xw a a 2 Q X 00 .0 M 00M N N Ib CC) o' n 00 rn 1 1 /8'1-1 0 N m M I W z E 1 3/4" I H w o (ocoof m a) W c JmZD2JJ w 2 1/2° MIN. X _Z Y ^, xF- O wxx x ZX J J 13 w WZZ PRODUCT RENEWED a d 0 roaoa X XQa o (ocoof m a) W c J mZD2JJ w 2 1/2° MIN. X _Z Y ^, xF- 9 IV) 31 32 SEE DETAIL A -- O ] ON SHEET 5 13 18 26 PRODUCT RENEWED a 16 0 roaoa 00 00-0 o x x p Nv0 CSV-C7 W x W x x LiLi w o ofO 0 0 LLJ r w w w a W H L,aL,< w L x x Z J a L, ww X X d < 00 00 X X n 00 \ N u\7 07 W m 00 01 co of 26 16 0 19 m 24 z 11 d 2 1/2- 2" a\ VERTICAL CROSS SECTION TYP E 1 VERTICAL CROSS SECTION TYP 27WOOD FRAME INSTALLATION SCALE 3" =1'-0" \2 J CONCRETE INSTALLATION SCALE. 3" =>'-0" OO J Qm d CC -moi` Z OCL Q M Z Lu W Q Lo MYd z z O J W J W (n ct: o W v):EO D > 0c) z 9m J-2 rn o\ VERTICAL CROSS SECTION TYP. - OPT[CV L CONCRETE INSTALLATIOPCALE 3" =>'-O" NIMESH 8HAVSAR —:12/07/07 FLORIDA P.E. N0. 5686' sem: AS NOTED OW0. Err: EAG VH. Y S. SAFFE r DRAIYING NO.: oe nrr+ccrnm. so--,. roc. DC9970-1 W c JmZD2JJ LL U p O ] 26o 0 0' PRODUCT RENEWED a a 3 w BLWIaicodr -& 6Atm1 Y m 24 laam NoG 020 -0FdqltatiooDate ! a 01 IL ,L11 z 9m J-2 rn o\ VERTICAL CROSS SECTION TYP. - OPT[CV L CONCRETE INSTALLATIOPCALE 3" =>'-O" NIMESH 8HAVSAR —:12/07/07 FLORIDA P.E. N0. 5686' sem: AS NOTED OW0. Err: EAG VH. Y S. SAFFE r DRAIYING NO.: oe nrr+ccrnm. so--,. roc. DC9970-1 37 3/4" MAX. FRAME WIDTH — 36" MAX PANEL WIDTH 22 20 F@9 26 INTERIOR 7-/ 13 SEE DETAIL A- EXTERIOR ON SHEET 5 1 27 2 1 1/4° 1/4" MAX. SHIM SPACE------ 1 1/4"'MAIN. EMB. L H \ HORIZONTAL CROSS SECTION TYP. 3JWOOD INSTALLATION SCALE 3" =/'-O- 37 O 37 3/4" MAX. FRAME WIDTH — 36" MAX PANEL WIDTH 31 32 22 17 21 25 26 INTERIOR 5 9 20 23 27 16 20 2 5 8 \\ SEE DETAIL A 26 13 MIN. a . ON SHEET 5 EXTERIOR 1 1 /4" 1 1/4" MIN. EMB. II-- 4. 1 HORIZONTAL CROSS SECTION TYP. 3 CONCRETE :INSTALLATION SCALE.- 3" =1'-0" 0 o m 0 Z O Qco LULL W Y QQN orL Lu N _ 7 co Y a. c z i.. z o W,WC ~ W C7 p (n Z W fn J N O Q 36' MAX. PANEL WIDTH PRODUCTR IE{g V) O U 2 as eom*ftB w ft ftff -1 L:L:)j vrl- 1311 A Mi CdeAeceptsuceNeO - d r7-NO1313siPirotlooDAIef'w F- a N CL.,., 01313 1313 3rm 2 5/8" 1313 1313 MIN. 13133 1313® 1313® 13111 RON 1 1/4 1313 1313 1313® o awe z MIN. EMB. no go g 1313 ®®® g m O NIMESH BHAVSAR DATE: 12/07/07 FLORIDA P.F. NO. 5626 " t SCALE:AS NOTED DWG. 6r: EAG n / i Dar: S. SAFFEL L 1 nY -RADRAWING NO.: ou niwH¢wN;: ssNweee:.+e, DC9970-1 ` 8 9/16 = 8 9/16" SEE DETAIL D 6., I 1 9 15/16" I 7 9 _ co on R \ 9 15,16" \ W M I N I 9 15116" h i\ 9 15+16" 7 9 I 9 1516" TMP' - - n 3 1516" SEE DETAIL 8 A _ 3 15116" G)— :>- 7 9 8 1TYR. - 6° - rr 6 SEE DETAIL C ANCHORING LOCATIONS INSWING SINGLE UNIT (X) SCALE. 16" =1'-0" 6 14 6 a 0 8 17 DETAIL A DETAIL B SCALE` 3/8" =1'-0" SCALE 3/8" =1'-0" SEE DETAIL A6' 6"- 6" 1 1'-0 37116" 7 9 NP. 1'-0 3716" 4- 5' 1'-0 19% 16" - 1'-0 3%1 7 9 NP. _ 1'-0 9%16 a 1'-0 3%16" SEE DETAIL B T _ 1'-0 5Y16" C ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE 11 ,i DT 6'=- ANCHORING LOCATIONS INSWINC SINGLE UNIT (X) SCALE 16" =1'-0" DETAIL C SCALE 3" -1'-0" DETAIL D SCALE 3" SEE DETAIL D i 8 2 2' SEE DETAIL C DETAIL A PRODUCT RENEWED to romwng with the furms Dvldina Cale Aeeeptenc Novi- O irnti-Da[r LQfi,;l 9WandDade PtWRtct@m"Y Mill- 0 ZO OcoJ zw"N wmWY W r\ J 2 MYa SCALE_ AS NOTED A— MG. BY: ..EAG GMK. e S. SAFFEL 6 WINGNO oN +v:cINEENIN sseWecs. Inc. F,i, ap'f -M DC9970—.1 j j 4. 0 r O 4. m - 2 1/4" - ,' u C 2 3/16" - 1/2" ? O Q M 1Go 16" (Min) 4 9/16" I } W Ya: F- Q WO I F G JOINTED PINE BUTT HINGE 4x4x12 CA O ^ Lo ADA ALUMINUM THR .ryOLD ' IIRESHOLD W CO Q ZSCALE. 6 =>'-0" y SCALE. 6" =1'-D" SCALE.• 6" =1'-0" SCALE.• 6" =1'-0" CO Y z 3 3¢¢ J— 91 16„ 1 3/4" z a 1 3/4" ILZ wCD 0fI —L 1 3/16" ? W 0 w N 1 1/4 I_ M Z 4 W _ d 1 3/16" 1 1/8" 0 U f L) : tiw - DOOR TOP RAIL & SIDE STILE / a Li N 11,3 COMPRESSION WEATHERSTRIP / p y n1.02T' MIN, ALV STEEL / n 1 BOTTOM RAIL 3 MDF BOARD SCALE' 6" =1'-0" icy Gv SCALE 6" =1'-0" SCALE.' 6" =1'-O" SCALE.' 6" =1'-0" r o 18 for DOOR aI 0_ 11 3//4"4" 6'-8FOR6'-8" DOORj v 7 >- 1 23/32" PRODUCT RENEWED „g. 3 Y m as complyhl8 with tmt P 1 3/16" BdaloR tale ` Acceptance NoQ y,'V + R 4 1/4" O \\\\\\ 3/16" C—SINK. — F.tgtntlna Datc C i ll, o in 2n e IT IT IY I MhmlDWep odytt ISI— : \ \ ./ Div M- C DIA. VARIES WITH HARDWARE USED 7 VINYL BOTTOM DOOR SWEEP q/ yg LOCK BLOCK DETAIL A n y SCALE.' 6" =1'-0" tii ti SCALE• 3" =1'-0" SCALE- 1/4" =1'-0" p o o w m 0 Nn 0 a n N O NIMESH BHAI, DATE: 12/07/07 FLORIDA P.E. N0.-568tl scueAS NOTED DWG. BY: EAG CHK. BY:S. SAFFEL Y DRAWING N0: ow cuan¢aiNcc. xc. DC9970-1 v.o a>. saoov= Oi4AN00. FL v3958 , C ,. G I