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Home My WebLink About701 W 8 StCITY OF MAR 2 6 'ZOiB 'f Building & Fire Prevention Division PERMIT APPLICATION FIRE PEPAIRTMENT Application No: 1 ? Documented Construction Value: $ (C Job Address: V", �`'f Historic District: Yes ❑ No ❑ Parcel ID: Residential❑ Commercial❑ Type of Work: New❑ Addition❑ Alteration Repair ❑ Demo ❑ Change of Use[] Move ❑ Description of Work: 10. (' Plan Review Contact Person: Phone: um_ff) )_ Fax: Title: � E �� I L - EP I I a ZwE Et � Property Owner Information Name % r� % G Street: City, State Zip: 57 A n / Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. q4tv - _� wpo?, / r,*� Signature of ner/Age (� w _�,M t Dad, ` 7 Signature of Contractor/Agent rioter/Agent's amr%Print Contractor/Agent's Name ANNETTE M BLAND 40, Notary Public - State of Florida • Commissior # GG 170900 a - �1v Corrrr. Expires Jan 16. 2022 `'. '• c��CBC T:r__yc wa:icra No;ery Assn. Owner/Agent is Personally Known to Me or Produced ID Type of ID Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures # of Heads Fire Alarm Permit: Yes ❑ No ❑ UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application L, 11 GIN OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he .or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be �`1I` licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I 9 employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - y builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I 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 my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial \r risk. Rev. 9.14.2009 I L! gr I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: \ o\ � i. �- RI') 3 \ l�l J�lh� \ 9, J��U , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. ature of Owner -Builder Form of Identification (Must be Photo ID) Date 3 �b- A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 25-19-30-5AG-1010-0010 Page 1 of 2 fpg�i@ CFA Parcel Information Property Record Card Parcel: 25 19 30-5AG 1010-0010 Property Address: 701 W 8TH ST SANFORD, FL 32771 Parcel 25-19-30-5AG-1010-0010 Owner SCOTT, HENRY L & SCOTT, TURNER ANICIA, R W & SCOTT, ARLETHA Property Address 701 W 8TH ST SANFORD, FL 32771 Mailing 701 W 8TH ST SANFORD, FL 32771-2493 Subdivision Name SANFORD TOWN OF Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1995) Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings _ 1 1 Depreciated Bldg Value $66,945$63 063 Depreciated EXFT Value $603^ Land Value (Market) $10,788 _$603 $10,788 Land Value Ag - Just/MarketValue E $78,336 $74,454_-� -- Portability Adj _ --- Save Our Homes Adj Amendment 1 Adj -�_._._...._- $5,426 $0 .__.__.._ $3,044 $0 __._.-._.._.._. P&G Adj $0 $0 — Assessed Value $72,910— $71,410 Tax Amount without SOH: $636.68 2017 Tax Bill Amount $945.06 Tax Estimator Save Our Homes Savings: ($308.38) Does NOT INCLUDE Non Ad Valorem Assessments L Seminole County tis Legal Description LOT 1 BLK 10 TRIO TOWN OF SANFORD PB 1 PG 62 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $72,910 $47,910 $25,000 Schools $72,910 $25,000 $47,910 $72,910 - - W� $471910 — —$47,910 $25,000 City Sanford - SJWM(Saint Johns Water Management) $72,910_-W i $25,000 County Bonds $72,910 $47,910 $25,000 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 3/1/2005 05635 0995 $100 No Improved WARRANTY DEED 2/1/1992 02387 1 1214 $100 1 No Improved � WARRANTY DEED � 1/1/1976 01086 0564 � $2,500 Yes _ � Improved Find Comparable Sates Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 62.001 117.00 0 $174.00 $10,788 Building Information # Description Year Built Fixtures Bed Bath Base Area I Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE i 1978 6 I 4 2.02,046 ` I 2,046 WD/STUCCO $66,945 $82,904 j Description Area FAMILY j i ! FINISH i No Appendages http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AG101000I O 3/26/2018 RECORD C01'� m V- �- C)L'�v u REVIEWED FOR CODE COMPLIANCE sF PLANS EXAMINER w/ I/- ( 8 DATE SANFORD BUILDING, DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 4�)ILDi&o SANFORD #18-1526 Florida Building Code Online Page 1 of 3 BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff j BCIS Site Map Links Search FIQrid Product Approval ,USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14104-R15 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2017 Date Validated 07/13/2017 Date Pending FBC Approval Date Approved 07/15/2017 Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 4/ 11 /2018 Florida Building Code Online Page 2 of 3 of Products FL # Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48" x 77" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-48x77.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II Bldr Vinyl Tilt SH FBC Installs 48x77 SS 2017-06-13.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER4868 SS 2017-06-13.odf Created by Independent Third Party: Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XX R-PG50-84x57.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R-PG50- 84x57 Installation Instructions.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3076.odf Created by Independent Third Party: Yes --t 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XXX R-PG50 108x74.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II BV- Triple TSH CHS PG50 108x74 SJW2012-014 Nail Fin 5-25-16.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109" x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XOX R-PG50-109x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II XOX R-PG50- 109x74 Installation Instructions.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3077.odf Created by Independent Third Party: Yes 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36" x 84" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/20/2019 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R15 II R-PG35- 36x84 Nail Fin Installation Instructions. Of Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 4/ 11 /2018 Florida Building Code Online Page 3 of 3 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-52.125x75.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R-PG50- 52.125x75 Installation Instructions.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3079.pdf Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48" x 72" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-48x72 DP-40 Cert.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 06/25/2018 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R15 II R-PG35-48x72 DP- 40 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL14104 R15 C CAC R-PG50-36x72 DP-55.pdf Quality Assurance Contract Expiration Date Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Other: Installation Instructions FL14104 R15 II Bldr Vinyl TSH FBC 3602 AT 2016-10- 20.12df FL14104 R15 II Bldr Vinyl TSH FBC 36x72 SS 2016-10- 20.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER4544.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FM W;A ® eGeecl Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 4/ 11 /2018 4" MAX. FROM [--[CORNERS CORNERS MIDSPAN 33.86" O.C. FROM EACH END X Q N r x c� x 0 i 3 I --WINDOW WIDTH (36" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater non -countersunk fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. ..AS TESTED" THROUGH FRAME INSTALLATION 1 1/2" MIN. EMBEDMENT 1/4" MAX 7J SHIM SPACE o MIN. DISTANCE 2 FOR EDGE: 3/4" 1 JAMB SECTION (TYP) HORIZONTAL 5EC7ION Max Frame I N RATING1 IMPACT 36 x 72 1 +50/-55 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 1 /8" annealed - air space -1/8" annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 3]3] Lakeport Blvd -- 9/28/2016 T��']�AT�I�T DRAWN BY: SCALE: J � r� 1 � Klamath Falls, OR. 97601 J.HAWKINS NTS Phone: (541) 882-3451 CHECKED BY: TITLE: N.STRAHM APPROVED BY: Builders Vinyl Tilt Single Hung J.GOOSSEN PADRTLPROO,�E4 79 IDENTTIFIERR No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET NCTL-110-16-11 BldrsVinyITSH B I OF 3 Florida Building Code Online Pagel of 3 FRE _ .I c�''",. R IyI"�. "" '3 BCIS Home ! Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS Site Map Links Search a Product Approval .USER: Public User i d,,b,,-pr u�a„3g�wna�+ Product Approval Menu > Product or Application Search > Application List > Application Detail i 4 � ih '740FL # FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwl4NbbISc... 4/11 /2018 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.0l.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514010A.odf Created by Independent Third Party: Yes 4904.2 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R8 AE 514008A.Ddf 12'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.odf Created by Independent Third Party: Yes 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.Ddf Verified By: National Accreditation & Management Institute http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISc... 4/ 11 /2018 c -- 149' MAX. OVERALL FRAME WIDTH 0 00 21" MAX U O 36.375" MAX. SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. a o 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAcaL FRAME WIDTH ' C) J N §iO cc GENERAL NOTES TO ® ® ® ® 0- Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING Z U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM � U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON °p Lo OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELTTES. Ci Lu 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. w z 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w ¢ . AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. o_ 5. PLASTICS TESTING OF LITE FRAME MATERIAL - TEST w i� TEST DESCRIPTION DESIGNATION RESULT S COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 0 o DOUBLE DOOR UNIT W SIDELI a a Addu dm to NAlq 'An N fn !n Vy WiWW�KN.: A2W7� 'An ILIA) V) /l m Rewe4w.BY = Die iWli2Wt�- Z O CD U w ti�a'rzzr'' ®® ®® ®® ®® ®® ®® ®® ®® c�aa z O ril-p W 00 Li 6 001, 1 0,0 0,0 O>�N� SINGLE DOOR UN R DOUBLE DOOR UNIT .SINGLE DOOR UN R SINGLE DOOR UNR SINGLE. DOOR UNIT W/SIDELRES DOUBLE DOOR UNIT WISIDELRES WITH SIDE UTE WITH SIDELRE w o U m Z DATE 7/11/05 SCALe N.T.S. DWG. BY: SINS Cw. BY: KURT BALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FLO128-05 #56533 sN�r 1 of � SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4R TENSILE STRENGTH ASTM 0638 7.50X DIFF TABLE OF CONTENTS SHEET {� DESCRIPTION 1 TYPICAL ELEVATIONS &GENERAL NOTES 2 ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS &DETAILS DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15R OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 XX 74 +55.0 -55.0 +55.D -55.0 +55.0 OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149+55.0 -55.0 +55.0 - 5.0 SEE DETAIL "C" 6" SEE DETAIL _ 6 »E» 3" c 3» 3 3 '� c 3" IZ 3I l 11 16" 6" 6' 6" I I 1 T- w Q o_ — A — J w B — q 6' _ w U � a 6" 3" 1 I I I n e e 3.. SEE DETAIL »F» aa�KDrowa(I Ccnlontio ArrEd/p _ RevleWedBy. Dale Reh a U a SEE DETAIL t ..D» 0 Ix 0 v �G- io _I N a SEE DETAIL C. 6" a 1n o 00 U � 0 IS Q 0:: J 0 CLU Z �U �LLJ �t Z g o: ASTRAGAL RETAINER BOLT HOLE a- V) #10 x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH j ow #8 x 2-1/2" THE THRESHOLD & INTO THE no Z STRUCTURE DEEP ENOUGH o a = #10 x 5/8" ° 375" THROW #8 x 2-1/2" #10 x 1" FOR A 1.�ooGo #10 x 5/8" � p #10 x 3/4" DETAIL "F" ASTRAGAL ° �0+ 01 N #10 x 2" DETAIL "E" ASTRAGAL Ic (1/8• TEMP. cuss) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW ass W/ OPTIONAL DECORATIVE INSERT ALL DETAIL "D" STRIKE PLATE TO FRAME \` 11/2-''Bn OR BUM SPACER w oU Do DETAIL AS SHOWN. TYPICALL Aa x 1-1/2- PNs 1 tiL�i tv... SCALE: N.T.S. 0.9621 �» 1.375" DOW 995 DWG BY. $W; CHK. BY: T T � �"'•" DRAWING NO.; INSWING THRESHOLD OUTSWING THRESHOLD ETYPICAL •GLAZING DETAIL DWG-MA-Fl-D121 SHEEP _ OFF SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. .0 0 u1 N w a U a SEE DETAIL r "D" SHT. 2 J Q 0 W1 a (G }--+ i g iD 6"3,' I�3 ) 31 I I f f I I 6 6" 11 I iu 0 w a _ I II G H IF I _ 6 II I w w 6 0. ----------------------- 3" '1 I` 3' — 'I �� 3" � A1— 3"1 8^ Ad,*n4= to NAMI CedGicatia: NB: , y��1Li.�-- ABviSwed By. patBRevi - HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1M"� MA" SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1MIN " .I e , E ` MA" SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION a Lo O �0— U p SCALE: N.T.S. owc. BY. SWS CHK. BY: DWG-MA-FLO128-05 SHEE'r 3 or 3 REQUIRED INSPECTIONSEQUENCIE' Bpff- 9, - 1 <2,c, Address-: --7 o ( W - i, Iff5m, DMNG Psmar Mk Max Innsleeeflon Desc!22tiom- Footer / Setback Stemwall Foundation / Form Board -Survey Slab /* Mono Slab. Piepour Lintel / Tie. Beam / Fill Down- Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stuccol Siding Insulation Final Final Utility Building- jo Final Door oco - Final Window - Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Fina-lSing-re F-amiTy-Residence. Final Building. (Other) Electric Underground Footer /'Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final mim Max j2MLeflon DEs Plumbing Underground Plumbing Sewer Plumbing TubSet Plumbing Final -IrT, Mechanical Rough W 2141,1110- MON i-,%" M111111,1114k =kLij.lqll2L.& Gas Underground Gas Rough ........................ ............ REVISED: June 2014