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Home My WebLink About337 Bella Rosa Ct 17-1776; GARAGE DOOR9 EC CITY OF SANFORD Ju 4 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: Documented Construction Value: $ l 3,SZ , 7 y Job Address:. 3'7 761-LL A "Ros n Cc 2 , Historic District: Yes No Parcel ID: 1 —111 - 31 ,s-nz-ocx.)C,-na' c] Residential[ Commercial Type of Work: New Addition Alteration R Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Bak. t 0AZ Title: Phone: Fax: Email: Property Owner Information Name cLS 16.1 Phone: Street: cfb/ r /cry+ S'i Resident of property? : ^4eO City, State Zip: C)tasex)_c'.'R +%W l tKP— Q,&pA-1P) Contractor Information ,, // Name L, Ltl^vi, Phone: 7t--? Street: 126n Scp.j P t.St'- CT- Fax: City, State Zip:7W 3 Z7jM State License No.: C IZC 1 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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: 5`^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application torxes REQUIRED INSPECTION SEQUENCE Jt Y# jrj— 1 "7--7 BUILDINGDING PERMIT Min Max Ins ection .Descri tionn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building low Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 99-7 3zvkZMA ELEav'iRICA'L.P..E1aR 4 V Min Max Ins ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final y\y ee 11 pq '7 M( V'a 3• ui .'b4) +`'gym \ y k5.'ar"SS iti 1'1y • t V -0ME...7.1"+To F.Y.` Y.a:ffif i Min Max Ins ection Descn°i tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final min m-ax I Inspection Description min I Max Mechanical Final Gas Unde Gas Roug Gas Final Descri1GDtionn REVISED: June 2014 SCPA Parcel View: 29-19-31-502-0000-0390 Page 1 of 2 pn Prooertv Record Card PK' Parcel: 29-19-31-502-0000-0390 j, F Owner: US BANK SEr.piL- CCxrrty, p.eaw Property Address: 337 BELLA ROSA CIR SANFORD, FL 32771 Parcel Information Value Summary Parcel 29-19-31-502-0000-0390 Owner US BANK Property Address 337 BELLA ROSA CIR SANFORD, FL 32771 Mailing 4801 FREDERICA ST OWENSBORO, KY 42301- Subdivision Name CELERY ESTATES NORTH Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Legal Description LOT 39 CELERY ESTATES NORTH PB 71 PGS 38 - 45 Taxes 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 112,600 111,354 Depreciated EXFT Value Land Value (Market) 32,000 28,000 Land Value Ag Just/Market Value " — — 144,600 139,354 Portability Adj Save Our Homes Adj 0 0 TAmendment 1 Adj -- _ 0 0 P&G Adj ------ 0 0 -- I $139,354AssessedValue — 144,600 — Tax Amount without SOH: $2,793.00 2016 Tax Bill Amount $2,793.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools City Sanford— — SJWM(Saint Johns Water Management) County Bonds 144,600 144,600 r---- — ---- 144,600 1 $144,600 144,600 0 144,600 0 ----- 144,600 0 1 T 144,600 0-}j} 0) 144,600 144,600 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED SPECIAL WARRANTY DEED CERTIFICATE OF TITLE SPECIAL WARRANTY DEED — 12/1/2016 8/1/2016 — 12/1/2015 W 12/1/2010— 08824 08799 08607 107511 1138 0"o 0534 0621 _— I $100 100 110,500 142,500 No No No i Improved Improved Improved Yes Improved -- WARRANTY DEED 6/1/2008 07014 i 0848 3,018,400 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 i $32,000.00 $32,000 Building Information Is Bed/Bath count incorrect? Click Here.— Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=29193150200000390 6/14/2017 SCPA Parcel View: 29-19-31-502-0000-0390 1 SINGLE ( FAMILY 12010 I 8 1 3 ( 2_5 1,670 ( 2,283 ! 1,670 Permits CB/STUCCO I $112,6001 $116,382 FINISH Page 2 of 2 Description I Area III OPEN PORCH 1132.00 FINISHED {I GARAGE FINISHED 441.00 OPEN PORCH 40.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 01993 NEW -RESIDENTIAL i SANFORD f $186,706 11/17/2010 8/9/2010 Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetail.sepafl.org/PareelDetailInfo.aspx?PID=29193150200000390 6/14/2017 U.S. Bank Home Mortgage P.O. Box 211128 Eagan, MN 55121-4201 Re: 337 Bella Rosa Circle Sanford, FL 32771 June 14, 2017 To Whom It May Concern: Please be advised, Five Brothers Mortgage Servicing and their employees, hired contractors, have the permission of U.S. Bank Home Mortgage to complete inspections, complete preservation work, obtain copies of violations, compliances, and other related information regarding the above mentioned property. They also have permission to transfer utilities into the name of U.S. Bank (Home Mortgage, NA, or National Association). Five Brothers was hired to complete work on behalf of U.S. Bank. The information requested can be released to, or the utilities can be transferred into the name of U.S. Bank by, the Five Brothers Mortgage Servicing representative. Sine He ther : a o. Government Foreclosure Manager usbankcam 0 S[IPR# 1 d_9-7aad R Ameer F. Ishaque Angela V. Sayre Aaron N. Shockley Audra L. Casey Barbara A. Faber Barbara J. Goodwin Barrett A. Hohner Beth L. Reid Bonnie L. Kuenning Brian S. Laney Brian R. Sitemere Briana S. Kolar Brittany L. Tatum Candria K. Barton Chaquita R. Martin Charity M. Hood Christina A. Edgell Christina J. Gordon Christine E. Young rC( ristine M. Zuerner Cindy M. Holtgrewe Cindy K. Routh Corie A. Spencer Craig J. Fort Daniel Mekhaiel Daniel L. Rigling David A. Adams Dennis S. Crosby Donald D. Lucas Jr. Elizabeth A. Hacker Elizabeth V. Hauk Elizabeth A. McDaniel Eric T. Ratliff Erica A. Reeder Erik I. Kluth Erin E. Odonoghue Ethan L. Hodskins Farah A. Taylor Felicia K. Roberts Franciso J. Matos Gail Y. Golden Greg A. Free Harry R. Kaplan Heather M. Marsh Jacklyn A. Phelps Jamie A. Yeckering Janet L. Higdon Jason P. Hoover Jeff D. Ryals Jennifer J. Benzel Jennifer L. Roberts Jocelyn M. Kilpatrick Joel T. Daniels John J. Hong John M. Phillips Joni L. Hendrix Joshua D. Thornburg Joshua E. Bell Joshua E. Ross Joshua L. Elder Judy G. Thompson Justin J. Larkin Kathie A. Wolfe Katlyn E. Swisher Kayla R. Phelps Keith W. Levy Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Kim D. Kintop Kristy C. Chaney Krystle M. Graham Kushtrim Zymberi Leah I. Cochran Lisa M. Borboa Lisa G. Gillim Lois L. Ortiz Lorrie B. Moore Magdie M. Rizk Mark Collins Mary D. Lee Mary E. Kaeding Mary A. Midkiff Matthew John Siddons Megan E. Griggs Megan C. O'Toole Megan M. Styrvoky Melonie L. Morse Michael J. Sunlin Michelle L. Clark Monica Cespedes Monica Y. Nguyen Nicholas S. Thorp Pamela L. Johnson Patty A. Millay Rebecca A. Worthington Renae J. Mularky Rhea M. Cooper Richard F. Saskowski Rita J. Heinn Ronald S. Misconish Sara E. Tinsley Sarah J. Johnson Fodge Shanan D. Owen Shannon M. Ryan Sonsechria L. Pinckney Stefanie N. Bench Steve C. Brinkman Sue E. Clasbey Susan A. Wink Susan M Bowman Talia R. Pace Tatiana R. Vakidis Varge A. Flanagan William J. Emmick William M. Wells Yanequa L. Byrne Amanda E. Messplay Angela J. Evans Angela M. Ward Ann Marie Adamec Anna Mena Anna N. Spears Anthony Carlisle Anthony W. Choice Anthony J. Wright April R. Mike Ashley R. Cline Barrett J. Ludwiczak Becky J. Layman Bobbi M. Easler Bobbi J. Snyder Brandt J. Anderson Brittany E. Berry Brittany S. Mays Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Assistant Vice President Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer S:\affidavit\sec-certs\RMDM Officer List Brittany N. Neff Officer Kimberly A. Edwards Officer Brittany P. Weidemann Officer Kimberly D. Osborne Officer Cassie Jo Evans Officer Kindra C. Cabell Officer Charra L. Jones Officer Kristen B. Newman Officer Christopher J. Biggs Officer Kori D. Sparks Officer Constance H. Pate Officer Laci R. Lashbrook Officer Crystal A. Corey Officer Laura S. McKay Officer Crystal D. Crowe Officer Laura R. Weber Officer Dana F. Bowman Officer Lauren M. Collins Officer Darlene S. Powers Officer Linda R. Faulkner Officer David A. Norris Officer Linda T. Morgan Officer David R. Schaefer Officer Loren P. Madson Officer Deborah F. Brant Officer Lori D. Dutton Officer Dorothy Hawley Officer Maria B. Naguit Officer Ebony S. Perry Officer Mark A. Adkins Officer Elizabeth G. Brown Officer Melissa Supino Officer Emmanuel S. Ongayo Officer Michaella F. Masterson Officer Erica L. Choice Officer Michelle Horbinski Officer Faustino S. Barrera Officer Misty M. Tindall Officer Florina D. Cenzo Snyder Officer Nancy C. Simmons Officer F'Shondra N. Simmons Officer Natara S. Smith Officer Gae L. Aufforth Officer Nathan T. Wedding Officer Gary J. Bladzik Officer R.V. Blackfair Officer Gayle G. Boggess Officer Rachel Erickson -Barrett Officer Hector A. Escobar Officer Rachel M. Fulks Officer Henri A. Ventura Officer Ronald A. Bacon Officer Jackie S. Lee Officer Rebecca S. Claer Officer Jamie N. Johnson Officer Scott H. Hunter Officer Jamie J. Lessard Officer Shannon Mullins. Officer Jeffrey R. Branham Officer Sharon R. Carter Officer Jennifer L. Mattingly Officer Stacy Gilsdorf Officer Jennifer Miracle Officer Tawakoni C. Hill Officer Jennifer M. Felty Officer Tisha L. Wayman Officer Jennifer K. Johnson Officer Tiffany A. Wedding Officer Jessica Lynn Roberts Officer Timothy Engle Officer Joanne Travers Officer Theresa E. Erickson Officer Jonathan L. Huff Officer Tracy M. Wilson Officer Jordan K. Welch Officer Venia J. Phelps Officer Joseph T. Travers Officer William A. Frizzell Officer Julie Lor Officer Deborah R. Maxwell Signing Authority Justin T. Grinstead Officer Javier Gonzalez Signing Authority Kaci R. Coomes Officer Tameka T. Burns Signing Authority Kara Wise Officer IN WITNESS WHEREOF, I have set my hand this 17th day of August, 2016. No corporate seal) Natasha M. Knack, Assistant Secretary S:\affidaviflsec-certs\RMDM Officer List U.S. BANK NATIONAL ASSOCIATION ASSISTANT SECRETARY'S CERTIFICATE I, Natasha-M. Knack, an Assistant Secretary of U.S. Bank National Association, hereby certify that the following is a true and exact extract from the Bylaws of U.S. Bank National Association, a national banking association organized under the laws of the United States (the "Association"). ARTICLE VI. CONVEYANCES, CONTRACTS, ETC. All transfers and conveyances of real estate, mortgages, and transfers, endorsements or assignments of stock, bonds, notes, debentures or other negotiable instruments, securities or personal property shall be signed by any elected or appointed officer. All checks, drafts, certificates of deposit and all funds of the Association held in its own or in a fiduciary capacity may be paid out by an order, draft or check bearing the manual or facsimile signature of any elected or appointed officer of the Association. All mortgage satisfactions, releases, all types of loan agreements, all routine transactional documents of the Association, and all other instruments not specifically provided for, whether to be executed in a fiduciary capacity or otherwise, may be signed on behalf of the Association by any elected or appointed officer thereof. The Secretary or any Assistant Secretary of the Association or other proper officer may execute and certify that required action or authority has been given or has taken place by resolution of the Board under this Bylaw without the necessity of further action by the Board. I further certify the following individuals are duly appointed and qualified officers of the Association authorized to act under Article VI of the Bylaws of the Association and that such authority is in full force and effect as of the date hereof and have not been modified, amended or revoked. David B. Little Becky L. Halfmann David L. Wendel Dawn M. O'Connor Doris M. Raimundi Herbert L. Shemer John A. Varol Kent P. Lemon Samantha Shanaberger Scott D. Rodeman Timika D. Cole Alejandro Serrato Alyson Jo Roberts Amber M. Owens Andrew C. Brooks April N. Smith Carolyn E. Brown Carolyn D. Guthrie Carrie L. Bratcher Christian C. Hoopes Christopher A. Maier Dana S. O'Connor David L. Eastin David S. Hollin Debra R. Wiese Desarie A. Gonzales Heather E. Morgan James M. Hasenpflug Jamie N. Gooden Jason M. Shimko Jason C. Thorpe Jeffrey M. Butler Jennifer B. Downey Executive Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Senior Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice president Vice President Vice President Vice President Vice President Vice President Jonathan W. Meade John R. Amador John R. Morris Jonathan E. Hassler Joseph R. Saculles Jr Kelly Gammon Kelly A. Hillard Kimberly Lynn Stewart LeAnn P. Little Lori G. Harp Lorren K. Edwards Maria C. Lawrence Margaret S. Beets Mark V. Salzarulo Matthew C. Kobin Melanie R. Manalansan Melissa M. Gaertner Michael T. Martin Michael D. Sackmaster Nathan S. Hunt Pamela K. Bennett Patricia A. Ludka Paula L. Laslie Rhonda Gombold Scott R. Gutzmann Shea R. Armstrong Stephanie Anne Smith Steven K. Wilcox Susan E. Heidenreich Tammie E. Denson Tiffani Ray -Smith Traci A. Luckhaupt Amanda M. Hust Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Assistant Vice President Florida Building Code Online RFCORD COPY Page 1 of 6 agW;ilii t )EiN irw w! a aP.' K w U BCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts ! Publications ( FBC Staff BCIS Site Map Links Search For! a db Product Approval0110USER: Public User REVIEWED POR CODE COMPLIANCE Product Approval Menu > Product or Application Search > Application List > Application Detail PLANS EXAMINERHAIFL # FL15012-R2 Application Type Revision DATE Code Version 2014 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 C.H.I. Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur, IL 61911 217) 543-2135 Ext4273 phunter@chiohd.com Authorized Signature Pat Hunter SANFORD BUILDING DIVISIONphunter@chiohd.com A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Technical Representative LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETAddress/Phone/Email ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Quality Assurance Representative THE BUILDING OFFICIAL FROM THEREAFTER Address/Phone/Email REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E3302002 DASMA 1082002 DASMA 108 a 2005 , DASMA 1152005 Equivalence of Product Standards Certified By 1 http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDquS 73 Fr2ZyiPgc... 6/20/2017 Florida Building Code Online Page 2 of 6 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page I Method 1 Option D 04/06/2015 04/26/2015 05/01/2015 06/23/2015 FL # I Model, Number or Name I Description 0 it Pagel/20 0 15012.1 kfL; 2240, 2241, 2250, 2251, 4240 06-00" wide through 09'-06" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 5250,5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Impact Resistant: No Verified By: John E. Scates, PE FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ4-09-013L5s.pdf Florida Building Code Section 1715. See drawing FZ4-09- Created by Independent Third Party: Yes 013L5 for pressures and widths +34.8(psf)/-39.3(psf) at 06-00" through +20.8(psf)/-23.5(psf) at 09'-06". 15012.2 kgL; 2240, 2241, 2250, 2251, 4240 4241, 4250, 4251, 5240, 5241, 5250, 5251 06'-00" wide through 10'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eva[ Rept s.pdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ5-09-013L5s.pdf Florida Building Code Section 1715. See drawing FZ5-09- Created by Independent Third Party: Yes 013L5 for pressures and widths +41.0(psf)/-46.2(psf) at 06-00" through +22.1(psf)/-24.9(psf) at 10'-00". 15012.3 khI; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 Up to 09'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: Yes Design Pressure: +32.0/-36.2 Created by Independent Third Party: No Other: Sectional doors provided for potential "code -plus" Evaluation Reports applications. Large Missile impact (9 pound missile) and FL15012 R2 AE Eval Rept s.pdf cycling tests conducted in accordance with ANSI/DASMA FL15012 R2 AE FZ6i-09-01515s.odf 115, ASTM E1886 and ASTM E1996. Static tests conducted Created by Independent Third Party: Yes in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ6i-09-01515 for pressures 32.0 (psf) / - 36.2 (psf) at widths up to 09'-00" 15012.4 kiL; 2240, 2241, 2250, 2251, 4240, 06-00" wide through 09'-02" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 5250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ7-09- Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan_ s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.0 FL15012 R2 AE FZ7-09-013L5s.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPgc... 6/20/2017 Florida Building Code Online Page 3 of 6 0131-5 for pressures and widths +54.0(psf)/-60.9(psf) at 06'-00" through +34.7(psf)/-39.1(psf) at 09'-02" 15012.5 L; 2240, 2241, 2250, 2251, 40,4241,4250,4251,5240, 04241,5250,5251 06'-00" wide through 10'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II SUDDlemental Instructions Pan spdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Reot spdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ9-09-013L5s.odf Florida Building Code Section 1715. See drawing FZ9-09- Created by Independent Third Party: Yes 0131-5 for pressures and widths +66.5(psf)/-77.3(psf) at 06'-00" through +35.9(psf)/-41.7(psf) at 10'-00" 15012.6 kl; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 06'-00" wide through 14'-02" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737impactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.pdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ10-09-01315s.pdf Florida Building Code Section 1715. See drawing FZ10-09- Created by Independent Third Party: Yes 01315 for pressures and widths +72.4(psf)/-82.1(psf) at 06-00" through +25.3(psf)/-28.7(psf) at 14'-02" 15012.7 le; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 14'-00" wide by 20' high steel 5250,5251 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept spdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ3-10-01315s.odf Florida Building Code Section 1715. See drawing FZ3-10- Created by Independent Third Party: Yes 01315 for pressures and widths +32.5(psf)/-36.7(psf) at 06'-00" through +10.0(psf)/-11.2(psf) at 14'-00" 15012.8 If; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 15'-02" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings spdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.Ddf 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See thawing FZ4-10- FL15012 R2 AE FZ4-10-01315s.Ddf Created by Independent Third Party: Yes 01315 for pressures and widths +38.6(psf)/-43.6(psf) at 06-00" through +10.1(psf)/-11.4(psf) at 15'-02" 15012.9 Ig; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 06-00" wide through 16'-06" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings spdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan spdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Reot spdf' 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ5-10-01315s.odf Florida Building Code Section 1715. See drawing FZ5-10- Created by Independent Third Party: Yes 01315 for pressures and widths +45.5(psf)/-51.3(psf) at 06'-00" through +10.0(psf)/-11.3(psf) at 16'-06" 15012.10 110'-00" wide through 17'-08" wide by 20' high steel sectional door with or without polystyrene insulation. http://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc... 6/20/2017 Florida Building Code Online Page 4 of 6 Ih; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-10- 01315 for pressures and widths +31.4(psf)/-35.5(psf) at 10'-00" through +10.1(psf)/-11.4(psf) at 17'-08" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZ6-10-01315s.pdf Created by Independent Third Party: Yes 15012.11 ; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 11'-00" wide by 20' high steel 41, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. M4250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-10- 0131-5 for pressures and widths +52.3(psf)/-59.2(psf) at 06-00" through +26.0(psf)/-29.3(psf) at 11'-00" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZ6-10-013L5s.pdf Created by Independent Third Party: Yes 15012.12 Ij; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250,5251 08'-00" wide through 19'-06" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.pdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ8-10-01315s.odf Florida Building Code Section 1715. See drawing FZ8-10- Created by Independent Third Party: Yes 01315 for pressures and widths +63.8(psf)/-72.5(psf) at 08'-00" through +10.1(psf)/-11.4(psf) at 19'-06" 15012.13 III; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251I 06-00" wide through 10'-06" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: Yes Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for potential "code -plus" Evaluation Reports applications. Large Missile impact (9 pound missile) and FL15012 R2 AE Eval Rept s.pdf cycling tests conducted in accordance with ANSI/DASMA FL15012 R2 AE FZ10i-10-01515s.odf 115, ASTM E1886 and ASTM E1996. Static tests conducted Created by Independent Third Party: Yes in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ10i-10-01515 for pressures and widths +49.9/-56.7(psf) at 06-00" through 44.7/-51.5(psf) at 10'-06" 15012.14 re; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250,5251 08'-00" wide through 21'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings sxdf Approved for use outside HVHZ: Yes FL15012 R2 II Suoolemental Instructions Pan s.vdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.pdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ3-16-01315s.odf Florida Building Code Section 1715. See drawing FZ3-16- Created by Independent Third Party: Yes 01315 for pressures and widths +37.4(psf)/-41.6(psf) at 08'-00" through +10.9(psf)/-12.1(psf) at 21'-00" 15012.15 12'-00" wide through 21'-00" wide by 20' high steel sectional door with or without polystyrene insulation. http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDquS 73 Fr2ZyiP qc... 6/20/2017 Florida Building Code Online Page 5 of 6 reL; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-16- 013L5 for pressures and widths +24.9(psf)/-27.7(psf) at 12'-00" through +10.9(psf)/-12.1(psf) at 21'-00". Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.Ddf FL15012 R2 AE FZ3-16-013L5s.Ddf Created by Independent Third Party: Yes 15012.16 4; 2240, 2241, 2250, 2251, 4240, 241,4250,4251,5240,5241, 250, 5251 14'-02" wide through 24'-00"'wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.rdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.pdf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ4-16-01315s.odf Florida Building Code Section 1715. See drawing FZ4-16- Created by Independent Third Party: Yes 01315 for pressures and widths +25.1(psf)/-27.9(psf) at 14'-02" through +10.5(psf)/-11.7(psf) at 24'-00" 15012.17 2240, 2241, 2250, 2251, 4240, 41, 4250, 4251, 5240, 5241, F50,5251 Up to 16'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.oddf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: Yes Design Pressure: +22.2/-24.7 Created by Independent Third Party: No Other: Sectional doors provided for potential "code -plus" Evaluation Reports applications. Large Missile impact (9 pound missile) and FL15012 R2 AE Eval Rept s.pdf cycling tests conducted in accordance with ANSI/DASMA FL15012 R2 AE FZ4i-16-01515s.pdf 115, ASTM E1886 and ASTM E1996. Static tests conducted Created by Independent Third Party: Yes in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ4i-16-01515 for pressures +22.2(psf)/-24.7(psf) at widths up to 16-00" 15012.18 rg; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 08'-00" wide through 16'-10" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eva[ Rept s.Ddf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ5-16-01315s.pdf Florida Building Code Section 1715. See drawing FZ5-16- Created by Independent Third Party: Yes 01315 for pressures and widths +52.4(psf)/-58.3(psf) at 08'-00" through +23.7(psf)/-26.3(psf) at 16-10" 15012.19 rh; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 12'-00" wide through 24'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.p 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ6-16-01315s.odf Florida Building Code Section 1715. See drawing FZ6-16- Created by Independent Third Party: Yes 01315 for pressures and widths +40.1(psf)/-44.7(psf) at 12'-00" through +13.4(psf)/-14.9(psf) at 24'-00" 15012.20 rhI; 2240, 2241, 2250, 2251, Up to 16-00" wide by 20' high steel sectional door with or 4240, 4241, 4250, 4251, 5240, without polystyrene insulation. 5241, 5250, 5251 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPgc... 6/20/2017 Florida Building Code Online Page 6 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.6/-34.1 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ6i-16-01515 for pressures +30.6(psf)/-34.1(psf) at widths up to 16-00" Go to Page = Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eva] Rept s.oddf FL15012 R2 AE FZ6i-16-01515s.Ddf Created by Independent Third Party: Yes Back Next 0 0 Pagel/ 200 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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: k I"I echeaG' .-- Safe eCWrI,)'METRICS'" i3tn http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquS 73 Fr2ZyiPgc... 6/20/2017 114' door has been evahrtted in arrnrti mce watt A STM P 336-M arA ANWIMIASMA, €t)"2 WO I oa-oi. Strut Strut Per ASCE 7.10 at ml'erenood by FR , 20t(), Attachment LYcsign pfesswes (UP! typically meet or exated dr rzgldzrntelax fen- thefotbatitg trios sfa-exit. Thcsc hind spwdx = fax 7 high docxs. tdkr opto nge typtrsity wn€hzta- i f$gtsx wiw speeds. Width I Dmism Presrwc Es rosurt "13- par .sure "C." Windows Cents -Stiles 24'-,Do' 10 5 mA /- 1I.7(ps€) ott fm 91 ) to 4 22'-00" 12..5' f- 139 sf) IIS (mph) 100 ) to 9 21'-00" 13.7fin0j.. €53 4 17.4 (Mph) 104 t) t0 9 20-00` 5-1 xsfyl_-16 tl 130(m h) 110(mpfl) t0 9 17'4) 0' 61 f - 193 fpsh 136(M ) tf5 I 9 11'-fill" 18,7(pf) -20-9t 144tin ) 12lt R 7 17'4) 0" 193 f wh 1-21.4t - 147(m 124{ R 5 15-tie- 20,9 - 23,2 t tot m 129 t R 5 IS'4J€)" 2:4,7-2f::3t f I6'0 ) t3,4r 7 4 4`-U2" 25.f [f•27.9 f f63 m i3cJtn 7 4 Msssres must be rod"CICO by Foe Carlo at wiamC XjiWea Me a noon w.aer fnan.. zt[iwn. Pressures may be incresxrd by the si ratio of widths for a door narrower titan axle sat 4 3 S%vorung strnC"A elenter" to tX tlengne'd by registered ptnfese€otial—g€ncer far spmirwd wind kinds, if doer is nor. ekerrically o€ tetated. s lock must, he fern. t€ed. Maximum dtwrh6gfc 20'4` htdumnm'{ s' m icmh-Iggkt.• 211 " [ Professiortal Engiaeee' s scat provided only for verificatiort of windload construcritn details, ttttl i t iF>ri r1 FV-0 l!1llliiiAiARif1 Flag amcckct Back 13tacket 9 ( IZ t M- Join F. Scares, P.I- 3121 Fairgate Chive Carral€tots, Texas 7SU7 Florida P. E. 9 51737 Wutdow Options : trGGss: Max day€€ ght apenme 17-Mg x 12-112" up to- c44.3f-S €.S psf ) Mu dayilghtgwninCt If>3f4 % tti-114" np to tS 7( )7.5 psf) la- €3SE 11.4" Tempered Glaxs 7flft" lrunlatod Glass 11€h" 7errgxrod Inwitard Glass Fexf,cxart: M" dayliew f t--ig I fr3f4 x Mfg' up to f4437 ,S1.5 psf) ipt' I. esan with Aluminum Femx th gta& 2.- [zxt-€t1Yl:h€ i- i[ tsw). so' cliem p€ne pttils, 5upplemergat Imnutxiena csxueln detnlPa for tours up to 2W-0" high, Theme are nx red in willition ru dtis datwatg fix €tnYattttion- Always — tue sapp€ ctestdat € nta tkra to ad&u— to th€s draWiagd tr 4or 6=96don - j 03- 15-2012 Ui 2240, 2241,2250.2251 Itsf)f- 27.9 (pa() m €4'-02" daa lgh ed) f - I L7 (pat) st 24-00" L Dritwing: I-I.4-16-01311 page l of SIA" (if amicable) not shown for clatiry. 059) galvanized steel top fixture'. J?:tch fixture attached with four 1./4" x 3/4" soirees. Rush tint. f^ (,034)rnds6le atanufactumd tty GILL r (.IOtI} galvanized stets( tap fixture, Fach tutor,, attached with two t/4" x 3/4", screws. push nett 034) ones stile manufactured try C.I£_l. Optional tow heart roam tap bracket 2" onax, for .m58 €hick)-.._. -._... 4" (max. for .IC91hit k) I The venicai wood jamb fasteners tray be counter sunk to provide. a flat mounting surface. See jamb attachment details for more information about attacbing jambs to stauctun:. 1 2" x 7/16- (norninal) stop molding to l€e securrd with minimum 8d nail or 2-1/2' long screw on 8" spacing. j Stop molding not required when door is note than i" wider thin opening. nominal (.0185) fgalvan€ r_etf steel minintuin f I V'ract'mile (inn) x -m45 (Fntit) manufactured by C.H.I. galvattized steel track End flange galvtnizcd steclfastened to section with four IX' x 314' screws. pus_... ' ....' t nut 2-3 nom'tttat 0 2" (nun) 10 (milt.) ball roller ...... ..... 3-I/2" (atilt.) scent with nylon or steel tread. oP-._...._CIm2}galvanized steel tmttcrn b bracket rnanufa tuted by ( ..If 1. Each bm, -kct attached with four rod 114" x 3/4" sorrels, path out Push tnmt (.l09) gatvaMztd .0ml bottom bracket Vinyl manufaetuird by C:I1.t. Each bracket attached y Aluminum extrusion with four real I/4 x 3/4" gcmws. weatherstrip Optional toes heel roam borttum bracket Intermediate hinge mSS) galvanized sleet fas[cncai too section with four 1/4" x 3/4" sctows. 112 I-" Retails on some views may have been omitted for clarity. 086) galvanized steel flag br.•ickret Co toned to wood jamb with three 5/1G" x 1.519' wood hag screws. 1•iag bracket attached to horizontal track with two 114" x 5j8" track bolts and nuts, Flag bracket attached to vcrtitail track: with two 114" x SrV track belts and nuts. Or two 1/4" x 111'32" rivets. 102) galvanized steel track bracket fastened to woe d grab with one SAG" x 1-5/8" wood lag screw per bracket. s FAch tract: bracket attached With -/ ... one 1/4" x .5/8" track butt sad nut - Or two 1/4" x I t/32" rivets. 0SI) 50 tsi galvanised steel 3` strut anached with two 1//4" x 3/4" screws per stile or hinge plate. rrofesstonsl Enginccrs sett provided John ) a Se' its, P.R only for verification of windlosd 3121 Cairgme Drive coctstruction details Carrollton, Texas 75007 flozida P.li. # 51737 Model 2240, 2241, 225U, 2251 25.1 (psi) / 27.9 (}tci) at 14!421 through 103 (Psf) 1... I I.') (of) at 24`-W CALL DmWing_ 17A 1601311