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Home My WebLink About2543 Myrtle Ave 18-2108(:Tvo: p� ` SANFORD 5. FiRL I)EPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ /6�-diov L000 6i' Job Address: Z6' y 3 ✓1 r+ h-, 4 Historic District: Yes❑No® Parcel ED:0 t ' 20 - 30 . o �- 0 200 - y 0 .SO Residential❑ Commercial Type of Work: New_]Addition❑ Alteration Repair Demo❑ Change of Use❑ Move Description of Work: 0 -00_U --(-g ate,, -P- t Plan Review Contact Person: P-% r vi— M `K.,J„t vvo, Title: /�� kv% Phone:4,,o � 3t33 gj ) &(o Fax: /� Email: KI //` P-0% c . [a Property Owner Information Name I t a �/2 n c 1 Phone: O-7 Street:.10-;In? t�n/�" L� �r r, �a �� ✓� • Resident of property? City, State Zip: Pf (ti,- �OrL:tg -T) 22 -?C -7s Contractor Information Name �i c l^ �G u- �i lain , o Phone: 7 ' 3 3 l Zg Y� Street: 2'1 U'f S, /S� �n� h ^.� �r'� Fax: City, State Zip: C) State License No.: Architect/Engineer Information Name�m.��J- �• ��n o,., Street: City, St, Zip: Bonding Company: AM - Address: (T Address: Phone: 4/07 - 4,3 6, te Fax: E-mail: Mortgage Lender: N A - 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'h 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 compl' ce with all applicable laws regulating construction and zoning. gigAtinare of Own Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Co for/Agent's Name OEBBIB e�n�i'FF �i86a8 DEBBIE BLAMON WY GOMMISB,ODI 25, 2019 MY COMMISSION d FF 178648 EXPIRESFebmaryy pubFcUndcna�iters EXPIRES: February 25. 2019 mndedibNr��ry Y�� "-.. , ,__, 0omkd Thm Wary Poblk Underxrilers Owner/Agent is _ Personally to Me or Contractor/Agent is _ PersonallyJ<gown to Me or Produced ID Type of ID L Produced ID Type of ID eC5-0' /, /-.,/d' 2- 56y. BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[—] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads _ APPROVALS: ZONING: IS UTILITIES: ENGINEERING: x0la iT s FIRE: t' Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: -3-- FL F Ig Revised: January 1, 2018 Permit Application 91 7199 9991 7038 0774 6750 S --1 77.- 300 7 - 300 N. Park Avenue Sanford, Florida 32771 Code Enforcement Notice of Violation September 21, 2017 SANDERS LOUIS K SR 1035 WINTER SPRINGS BLVD WINTER SPRINGS, FL 32708 Re: 2543 MYRTLE Avenue, Sanford, Florida Case Number. 17-001238 Parcel Number. 01-20-30-504-0200-0050 Upon inspection by Code Enforcement of the above referenced property it has been determined that your property is not in compliance with the Sanford City Code. The applicable code sections are listed below: By: 18-3 -Building Permit - work without Code Requirements: No person shall do, or cause to be done, any construction, alteration, repair or demolition covered by the provisions of this chapter without first paying to the city a fee in accordance with the permit fee table as adopted by the city commission by resolution or other means that they may determine from time to time. Comments: Obtain building permits for work conducted (enclosing rear porches and coverting to living space; installation of windows and exterior doors to enclosed porches). Contact the Building Department at 407-688-5150 for building permit information. Correction Due By November 2, 2017 Date: By: 304.1 -General Maintenance Exerior Structure Code Requirements: The exterior of a structure shall be maintained in good repair, structurally sound and sanitary so as not to pose a threat to the public health, safety or welfare. Comments: Maintain the exterior of the structure in good repair, structurally sound and sanitary (including but not limited to rotten wood and peeling paint). Be advised that a building permit may be required depending on the scope of work. Contact the Building Department at 407-688-5150 for building permit information. Correction Due By November 2, 2017 Date: By: 304.2 -Protective treatment IL Code Requirements: All exterior surfaces, including but not limited to, doors, door and window frames, cornices, porches, trim, balconies, decks and fences shall be maintained in good codition.. Exterior wood surfaces, other than decay -resistant woods, shall be pr,'eted from the elements and decay by painting or other protective covering or treatment. Peeling, flaking and chipped paint shall be eliminated and surfaces repainted. All siding and masonry joints as well as those between the building envelope and the perimeter of windows, doors, and skylights shall be maintained weather resistant and water tight. All metal surfaces subject to rust or corrosion shall be coated to inhibit such rust and corrosion and all surfaces with rust or corrosion shall be stabilized and coated to inhibit future rust and corrosion. Oxidation stains shall be removed from exterior surfaces. Surfaces designed for stabilization by oxidation are exempt from this requirement. Comments: Maintain all exterior surfaces in good condition (including but not limited to; rotten wood, peeling, flaking and chipped paint). Be advised that a building permit may be required depending on the scope of work. Contact the Building Department at 407- 688-5150 for building permit information. Correction Due By November 2, 2017 Date: By: LDR Schedule J - 4.6-13 -Tree protection & preservation Penalties Code Requirements: It is prohibited and unlawful to allow any tree, shrub or plant located primarily on private property to create a hazard or to create danger or likelihood of harm to any public place, public. Comments: Remove dead tree from your property. Correction Due By • November 2, 2017 Date: You are directed that you are to correct said violations by the Correction Due By Date above and notify me that the violations have been corrected. If you received this correspondence in error or have any questions, you can contact me at 407-688-5168. Note: Pursuant to Florida Statute 162.06(2) ':..If the violation is corrected and then recurs or if the violation is not corrected by the time specified for correction by the code inspector, the case may be presented to the enforcement board even if the violation has been corrected prior to the board hearing... " Failure to make corrections and to notify this department thereof will result in this case being brought before the Special Magistrate for the City of Sanford at a public hearing where a fine of up to $500.00 per day may be imposed. Sincerely, Monica Cole Code Enforcement Officer � � f, V F P Aoa b:n�wn�.pFA PPPRAISER aecw+ry wnw Parcel Information Property Record Card Parcel: 01-20-30.504-0200-0050 Owner. SANDERS LOUIS K SR Property Address: 2543 MYRTLE AVE SANFORD, FL 32773 Parcel 01-20 3 0 50 4 4 2 0 0 410 50 Owner SANDERS LOUIS K SR Property Address 2543 MYRTLE AVE SANFORD, FL 32773 Mailing 1035 WINTER SPRINGS BLVD WINTER SPRINGS, FL 32708 Subdivision Name DREAMWOLD Tax District Sl-SANFORD DOR Use Code 0804 -MULTI FAMILY 4 UNITS Exemptions SO $0 Legal Description S 47.46 FT OF LOT 5 & N 25.88 FT OF LOT 6 BLK 2 DREAMWOLD PB4 PG 30 Taxes I Value Summary Tax Anwuntwithout SOH: $3,248.73 2016 Tax Bill Amount $3,248.73 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Woddng Values 2016 Certified Values Valuation Method CostlMarket CostfMarket Number of Buildings 1 1 Depreciated Bldg Value $172,700 $149,067 Depreciated EXFT Value $178,274 ----� ---- -- $178,274 SO $0 Land Value (Markel) $13,000 $13,000 Land Value Ag Just/Market Value" $185,700 $162,067 Portability Ad) Save Our Homes Adj Iso $0 Amendment t Ad) $7,426 SO P&G Adj $0$0 1$178,274 Assessed Value $162.667 Tax Anwuntwithout SOH: $3,248.73 2016 Tax Bill Amount $3,248.73 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value WARRANTY DEED WARRANTY DEED WARRANTY DEED County General Fund Schools $178,274 _--- $185,700 — -- $0 $0 $178,274 $185,700 City Sanford $178,274$D 3/1/1984 01529 19=a — $178,274 SJWM(Seint Johns Water Management) County Bonds $178,274 ----� ---- -- $178,274 SO $0 $178,274 $178,274 Sales Description Date I Book I Page Amount I Qualified Vadimp WARRANTY DEED WARRANTY DEED WARRANTY DEED 8/12006 106405 10380 11/1/1996 03164 1030 7/1/1988 01978 1422 $325,000 I Yes Improved $104,500 Yes Improved $100 No Improved WARIi/WTY DEED 11/1/1985 101686 !0896 $160,000 Yes Improved QUIT CLAIM DEED 3/1/1984 01529 19=a — $100 No Vacant Find Comparable Sales Land Method Fromage Depth Units Units Price Land Value LOT 0.00 1 0.001 1 1 $13,000.00 I $13,000 Building Information Is Bed/Bath count incorrect? Click Here. 11* 1 Description I I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall Adj Value I Rept Value I Appendages REQUIRED INSPECTION SEQUENCE RTP9 . S2 _ ni ,n REVISED: June 2014 Address: IELECrRuCAL PnnaMT Minn I Mag IInns ection DescripDtion Electric Underground Footer / Slab Steel Bond O Electric Rough T.U.G. Pre -Power Final Electric Final Min Mas Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Mast Inspection Description Footer / Setback a Stemwall Foundation / Form Board Survey Slab !Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls' Sheathing — Roof Roof Dry In Frame ?�O Insulation Rough in Firewall Screw Pattern Drywall / Sheetrock LO Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window- indowFinal FinalScreen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Famil' Residence Final Building Other REVISED: June 2014 Address: IELECrRuCAL PnnaMT Minn I Mag IInns ection DescripDtion Electric Underground Footer / Slab Steel Bond O Electric Rough T.U.G. Pre -Power Final Electric Final Min Mas Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Florida Building Code Online Page 1 of 2 Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email Professional Regulations Falls, OR 97601 (800) 535-3936 CD Bels Home toq In 1 User R"ivtnibon NOlrwla Submit surtbarye Stats a Fags Publicaeonz Cont-¢ Oz BCS Sae M3P Link, Search b'3 r Product Approval Jason Kantola fbcl@jeld-wen.com pr USER: Public User Address/Phone/Email 3737 Lakeport Blvd, pr A vai Menu > Pm a or Apnlication a h > Aod ration List > Appul don Devil FL # FL customememiceagents@jeld-wen.com Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport BlvdKlamath Falls, OR 97601 (800) 535-3936 CD fbcl@jeld-wen.comAuthorized 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 customememiceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 :� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquiKNpeAsub/o2b... 8/l/2018 Florida Building Code Online Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products Page 2 of 2 FL A Model, Number or Name Description 14462.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75' Single Glaze (1/8 in Tempered) or Insulated Glass (3/16 In - 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14462 R5 C CAC N1011967 01-R2.pdf Approved for use outside HVHZ: Yes FL14462 RS C CAC N1011967-R2.ndf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-65 02/28/2026 Other: Frame and Sash made of Aluminum 6063-T6 Installation Instructions (approximately .060" thick). Window Includes a slip on FL14462 R5 II DP60-65 52.125x75.odf aluminum 6063-T5 nail nn with a typical wall thickness of Verified By: Hermes Norero 73778 0.050" and extends approximately 1.258" away from the Created by Independent Third Party: Yes frame. Evaluation Reports FL14462 RS AE PER3225.Ddf Created by Independent Third Party: Yes 14462.2 Premium Atlantic Aluminum Single Hung (6100) 36" x 72" Single Glaze (3/16 in Annealed) or Insulated Glass (1/8 in - 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14462 R5 C CAC NI011967 02-R2.odf Approved for use outside HVHZ: Yes FL14462 R5 C CAC NIO11967 03-R2.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-65 02/28/2026 Other: Frame and Sash made of Aluminum 6063-T6 Installation Instructions (approximately .060" thick). Window Includes a slip on FL14462 R5 lI DP60-65 36x72 odf aluminum 6063-T5 nail fin with a typical wall thickness of Verified By: Hermes Norero 73778 0.050" and extends approximately 1.258" away from the Created by Independent Third Party: Yes frame. Evaluation Reports FL14462 R5 AE PER3226.ndf Created by Independent Third Party: Yes 14462.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8' x 75" Single Glaze (5/16 In PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14462 R5 C CAC N1011335-RS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Frame and Sash made of Aluminum 6063-T6 FL14462 R5 II Impact D260-65 52 125x75.Ddf (approximately .060" thick). Miami -Dade NOAs for Dupont Verified By: Hermes Norero 73778 SentryGlas (11-0624.02) and Butacite PVB (13-0129.27) Created by Independent Third Party: Yes Interlayers. Evaluation Reports FL14462 RS AE PER2903.pdf Created by Independent Third Party: Yes Bach Next Contact Us:: 2601 Blair Stone Road TalWbassee F132292 Phone 850-487-1824 The stale of Florida is an AA/EEO employer. CoovnaM 2007-2013 Slate of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public-rerords request, do riot send eleclmnk .if to this war, Instead, contact the office by ph. .1 by traditional mall. If you have any questions, please contest 850.487.1395. "Pursuant to Section 455.275 (1), Florida Stanums, effective October 1, 2012, licensees licensed under Chapter 455, F.S. court provide the Department with an email address If they have one. The .malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish in supply a personal address, plans. provide the Department with an email address which can be made available to Ne public. To determine ff you are a licensee under Chapter 455, F.S., please click herr. Product Approval Ancepts: rr 91 ® Eiq ® Credit Card Safe http://www. floridabuilding.org/prlpr_app_dtl. aspx?paratn=wGEVXQwtDquiKNpeAsu%2b... 8/l/2018 . � r. . 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MAX. MAX. FROM THRU FRAME CORNERS 14 3/8" O.C. MAX. THRU FRAME 1 1/2" JAX. FROM MIDSPAN 4 1/2 to /2" NAX. FROM MIDSPAN .7 1/4 It FROM CORNERS \-IN ADDITION TO TYP. CORNER FASTENERS I-- WINDOW WIDTH (52 1/8" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING J9 Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or fastener of equivalent capacity through frame with sufficient length to penetrate a minimum of 11/4" into concrete or masonry at each location with a 21/4" min from edge distance. For concrete (min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 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/resourcesfinstalladon. 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. 1/4 MIN. WEDMENT IN MASONRY INSTALLATION 11/4" MIN. EMBEDMENT d 3 1/4" MAX MIN. DISTANCE SHIM SPACE FOR EDGE: 21/4" 14 2 3 ' 0 1 JAMB SECTION (TYP) HORIZONTAL 5ECTION Max Frame FE-PRATING1 IMPACT 52 1/8" x 75" F +60/-65 I 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) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1 mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PR03ECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: 3. Kantola APPROVED BY: 338 1 IDENTIFIER No. NCTL210-3715- DATE: 3737 Lakeport Blvd 09/16/2014 SCALE:JALWWEN Klamath Falls, OR. 97601 NTS Phone: (800) 535-3936 TITLE: Premium Atlantic Aluminum Single Hung Window PLANT AND LOCATION: CAD DWG. No.: REV: oo SHEET 3OF4 14 9/16" 4 1/4" O.C. MAX. MAX. FROM THRU FRAMEI CORNERS 10 1/4" FROM CORNERS If 7 1/4 FROM CORNERSTO �--- WINDOW WIDTH \-I TYP. ADDITIONTYP. (52 1 /8" MAX.) FASTENERS TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 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 wail conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcesfinstallafon. 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. oolI I l I' e' MG► embedmoV of three *a=& PWfmm I/4 MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4• MAX SHIM SPACE Min. embedment of three threads past frame 18 gauge min Steel Stud STEEL INSTALLATION 1/4" MAX SHIM SPACE P JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame OP RATING IMPACT 52 1/811 x 75" 1 +60/-65 1 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) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1 mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PR03ECT EW DRAWN BY: D. Vezo J. Kantola APPROVED BY: .US IIDENTIFIER No. NCTL210-3715- DATE: 3737 Lakeport Blvd 09/16/2014 Klamath Falls, OR. 97601 SCALE: NTS JMDVENPhone: (800) 535--39363936 TITLE. Premium Atlantic Aluminum Single Hung Window AND LOCATION: CAD DWG. No.: REV. 00 1 SHEET 40F4 14 3/8" O.C. MAX. THRU FRAME 1 1/2" ,1 AX. FROM i MIDSPAN cU-)4 1/2" Z AX. FROM 3 MIDSPAN 10 1/4" FROM CORNERS If 7 1/4 FROM CORNERSTO �--- WINDOW WIDTH \-I TYP. ADDITIONTYP. (52 1 /8" MAX.) FASTENERS TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 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 wail conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcesfinstallafon. 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. oolI I l I' e' MG► embedmoV of three *a=& PWfmm I/4 MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4• MAX SHIM SPACE Min. embedment of three threads past frame 18 gauge min Steel Stud STEEL INSTALLATION 1/4" MAX SHIM SPACE P JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame OP RATING IMPACT 52 1/811 x 75" 1 +60/-65 1 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) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3.1 mm tempered single glazed or 4.7mm - 4.7mm annealed insulating glass. 4. Use structural or composite shims where required. PR03ECT EW DRAWN BY: D. Vezo J. Kantola APPROVED BY: .US IIDENTIFIER No. NCTL210-3715- DATE: 3737 Lakeport Blvd 09/16/2014 Klamath Falls, OR. 97601 SCALE: NTS JMDVENPhone: (800) 535--39363936 TITLE. Premium Atlantic Aluminum Single Hung Window AND LOCATION: CAD DWG. No.: REV. 00 1 SHEET 40F4 Florida Building Code Online FirgifessionAll 1ation BCIS Home Login User Replstraeon Hot Topics Submit Sumhage Stab&Facts dbpr � Product Approval 11 u' USER:Prod Public User Page 1 of 3 (W v Publications Contact Us BCIS Site wap Lmks Search Progua Aoorvval Menu > Proaud or Aankatlon Seaah > Aoo'catien Lo > Application Detail FL # 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 0,,111LD11VQuality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A 12/15/2017 12/20/2017 01/02/2018 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci... 8/1/2018 Florida Building Code Online Summary of Products Page 2 of 3 FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Approved for use outside HVHZ: Yes Units Impact Resistant: Yes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.01.2df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" FL4904 R8 AE 514010A.Ddf max nominal size. When large missile Impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 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.pdf 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 Florida FL4904 R8 II FL0129.1?_df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" FL4904 R8 AE 514009A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes 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.Ddf 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 Florida FL4904 R8 IT FL0128.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x V-8" FL4904 R8 AE 514008A.12df max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes 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 Units 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R8 C GAC NI006110.02.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 118 JI FL0129.(�df Building Code including the High Velocity Hurricane Zone, and Verifled By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 514007A.gdf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. 4904.5I Wood -edge Steel Side -Hinged Door I 8'-0" Opaque O/S w/ or w/o Sidelites I 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 Zone, and where pressure requirements as determined by ASCE 7, Certification Agency Certificate FL4904 R8 C CAC.NI006110,02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: http://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci... 8/1/2018 s TJDT+mms rr so-9.710'u-vM-iso�� '3'd V0Rf0'U + 0'6L– l+ 0' – a' + 0' – 0' + bl SIro13O V SNOLLVO I VNIHOH�RI £ o►Rxvdo doz*u7m l2mH 0 - 0.99+ L- o•6L+ 0.99- 0.55+ 0'59- 0.59+ L t oxo ;r8 » 0-gg– + l– 0'6l+ 0'95– 0 55+ 0'95– 0.99+ X Jo XO S11V130 V SNOLLV -13W. 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