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Home My WebLink About819 Catalina Dr; 18-3940; GARAGE DOORJok/ SEP 17 2018 PERMIT APPLICATION Application No: d r '/ d Documented Construction Value: $ p 00 - 60 Job Address; U ` I h Gi cJ Y I V L Historic District: Yes No Parcel ID: '5l 3 S a woo -C)1 a 0 Residential [, Commercial Type of Work: New Addddition Alteration Repair Description of Work: I `t p lav_ -Dow, Demo Change of Use Move cS l -2. 6i 1,0_ Plan Review Contact Person: cJb1 `S U`eX 1h. Title: Phone: 40 1-011) - 1340 Fax: 4TI-0O3-Sa4)Z Email: 0_+YAQ1h(Se-h6Ln1j UM II 11 Q Property Owner Information Name lJl U x'TY 4 t Phone: treet: t W . Q-rY"o-bcivc. Sfit. 30D City, State Zip: 0 CA 101 I a-) Resident of property?: Contractor Information Name (1V' 1 1 - 60'r L Phone: fU - 1 3 - Z oiD treet: 0')\ 6 -i M Lao e- Fax: 14ln - q 33- 5 0 / City, State Zip: 55) Yjfy `'t StateLicenseNo.: % ` 1D b Name: Street: City, St, Zip: Bonding Company: Address: 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: Wh Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Ag t Date Print Contractor/Agent's Name Signature of Notary- tate of Florid DEBB{E BtgNTON MY COMMISSION # FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Contractor/Agent is o e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: I Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - of Amps Plumbing - of Fixtures ire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: es No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: -r q' 2, - A Im Parcel Information Property Record Card Parcel: 31-19-31-512-0000-0720 Property Address: 819 CATALINA DR SANFORD, FL 32771 Parcel 31-19-31-512-0000-0720 Owner(s) US BANK TRUST Property Address 819 CATALINA DR SANFORD, FL 32771 Mailing 16745 W BERNARDO DR STE 300 SAN DIEGO, CA 92127- Subdivision Name MAGNOLIA HEIGHTS Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Legal Description LOTS 72 + 73 MAGNOLIA HEIGHTS PB5PG76 Taxes._._.._ ___ m._._._.®_w.........—_ w_.._ Taxing Authority — Assessment Value Exempt Values Taxable Value County General Fund 95,780 0 i 95,780 Schools 101,895 0 101,895 City Sanford 95,780 , so 95,780 SJWM Saint Johns Water Management)$095,780 , i 95,780 County Bonds 95,780 0 95,780 a Sales i Description Date Book Page Amount Qualified Vac/Imp CERTIFICATE OF TITLE 3/1/2018 09088 1051 100 No Improved CERTIFICATE OF TITLE t 7/1/2015 08504 0089 42,100 ; No Improved WARRANTY DEED 8/1/1995 02960 i 1663 78,000 ! Yes Improved QUIT CLAIM DEED — _ 3/1/1989 w 02054 1279 100 ; No Improved WARRANTY DEED 3/1/1987 i 01829 1256 67,900 ? Yes Improved Find Cowipambb Sob Land Method v Frontage Depth Units Units Price Land Value — FRONT FOOT & DEPTH 100.00 j 140.00 0 250.00 24,750 { j Building Information RESIDENTIAL SERVICES SUBCONTRACTOR WORK AUTHORIZATION FORM Project Name and Address: 819 Catalina Drive Sanford Fl 32771 Project Manager: Phillip Hicks Project Owner: LSF8 Master Participation Trust Contractor Name and Address: Ameritrust Residential Services, LLC 3630 Peachtree Road NE, Suite 1500 Atlanta, GA 30326 Subcontractor Name and Address: Above The Rest Garage Doors Inc This Work Authorization Form supplements and amends the Master Subcontract Agreement ("Agreement") between Ameritrust Residential Services, LLC ("Contractor') and Above The Rest Garage Doors Inc ("Subcontractor"), dated ############### with respect to the Project identified above. This Work Authorization Form between Contractor and Subcontractor modified and supplements the provisions contained in the Agreement and all other Contract Documents incorporated therein by reference with respect to the Project identified above. Terms that are not defined in this Work Authorization Form shall have the same meaning as in the Agreement. In the event of any conflict, inconsistency, or ambiguity between the terms and provisions of this Work Authorization Form and any other Contract Documents, this Work Authorization Form shall control. 0 x DGB ARTICLE I PAYMENT SCHEDULE 1.1. Contract Payment. In consideration for the performance of the Work (defined below), Contractor shall pay Subcontractor, in current funds, the following Contract Payment, subject to additions or deletions by Change Order, as provided in the Agreement. Total Price for the Work described in this Work Authorization Form is $1,000.00 , which shall be paid in accordance with the provisions of the Agreement. 1.2. Final Payment. A final payment of $1,000.00 shall be made by Contractor upon Subcontractor's one hundred percent (100%) completion of all Work and other requirements under the Agreement and the Contractor's acceptance of that work. Once the above conditions are satisfied, Final Payment shall be made to the Subcontractor within twenty (20) days after the Contractor's receipt of an invoice and a full release of all Subcontractor claims from the Subcontractor. 1.3. Invoices. The Subcontractor shall submit an invoice to Contractor referencing the Project and obtain the Contractors approval on invoice for Final Payment to: Ameritrust Residential Services, LLC, 3630 Peachtree Rd NE, Ste 1500, Atlanta, GA 30326. ARTICLE II CONSTRUCTION SCHEDULE 2.1. Schedule. All construction activities will be completed within 5 days starting on 9/10/2018 ARTICLE III SCOPE OF WORK 3.1. Scope of Work. Subcontractor shall perform the following work ("Work") in connection with the Project: See Exhibit A attached. 3.2. Requirements. Subcontractor shall furnish all labor, equipment, material, and services incidental to, related to, or necessary to complete the above Work, for the above Work to be functional, or where typically provided under industry custom and practice, even if the Work described in the above scope is discussed in other provisions of the Contract Documents or is not specifically called out in any Plans or Specifications referred to herein. All Work shall strictly comply with the Contract Documents for the Project, and with all applicable, codes, regulations, laws and ordinances. ARTICLE IV CONTRACT DOCUMENTS Ameritrust Master Subcontract Agreement Exhibit A — Scope of Work Exhibit B — Waiver and Release Upon Final Payment Exhibit C — Contractor's Final Payment Affidavit X DGB Exhibit A — Sbope of Work AMERITRUST RESIDENTIAL SERVICES Property Address: Sibcont ractor: bb Total Cbntract 3art Date: Days in Cbntract: Ameritrust PM County Owner 819 Catalina. Drive Sanford R 32771 Above The Fbst Garage Doors Inc 1,000.00. 9/ 10/2018 5 Phillip Hicks - Sqmihole Cbunt.y Hudson 0:81 0(5 DGB IN WITNESS WHEREOF, this Agreement has been signed and delivered as of the date first written above. GENERAL CONTRACTOR: Ameritrust Signed, sealed and delivered in the Residential Services, LLC presence of: Witness Signed, sealed and delivered in the presence of: Witness fli i , Project Manager CONTRACTOR: Above The Rest Garage Doors Inc ApkL (5 Xedl, r 71- Dougla G.BerlinJr.(Sep10,2018) , Authorized Signer 06 DGB RECORD COPY City of Sanford Building and Fire Preventiol Product Approval Specification Form BUILp,,y Permit # # 1 8- 3 9 4 0 Project Location Address SANFoRO As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional ld ISW it -, U.,ra 1 Roll U 6 Automatic Other j 2. Windows Single Hung PJ.MEWED FOR CODE COMP E Horizontal Slider A PERMIT ISSUED SHA L BE CONSTRUED TO BE A Casement PLANS ITHOMITYT Double Hun ASIDE ANY OF THE PRO ISIONS OF THE TECHNICAL Fixed I THEREAFTER Awning REQUIRING ACORREC nON OF ERRORS IN PLANS, Pass Through 1 AT Projected Mullions Wind Breaker I Dual Action Other June 2014 1 Category /Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla merits Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Descri tion Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment. Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) NuAl s 6-ffeyh', June 2014 a BCIS Home ' Log In User. Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I Contact Us I BCIS Site Map I Links I Search FI hda Product ApprovalorUSER: Public User E Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15279-R5 is Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamiIton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler v Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279_R5_Equiv_20170809 - FBC - DASMA 108 equiv.pdf FL15279_R5_EEcuiv_20170809 - FBC - DASMA 115 ecluiv. df Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page (tides Page 1 / 8 FL # Model, Number or Name Description 15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279_R5_C_CAC-Letter with proof of contract and proof Qf inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279_R5_C_ AACC_W3_Listing_In ertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5_II 101655-Revl2.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279_R5_C_CAC_Letter with proof of contract and rpoof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5_C_CAC _W3_Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5_II 103952-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279_R5_C_CAC _Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279_M_C_CAC_W3 Listing_Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5_II_104175-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (97' to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE@ W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C_CAC_Letter with proof of contract and rpoof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL15279_R5_C_CAC _W3_Listin _Intertek.p-df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLl 279_R5_C_CAC_Letter with proof of contract and proof of inspection.pdf FL15279_R5_C_CAC _W3_Listing_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_104028-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and proof of inspection.pdf FL15279_R5_C_CAC W3_Listing_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_104168-RevOl.1df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and rpoof of inspection.pdf FL15279_R5_C_CAC _W3_Listing_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_101308-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE@ W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5_C_CAC_Letter with proof of contract and proof of ins ecption.pddf FL15279_95_C_CA_W4_Listi ng_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II 101652-B-Revll.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.10 010 W4-09 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and proof of inspection.oddf FL15279_R5_C_CAC W4_Listino_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5_II_103969-B-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and proof of Inspection.1df FL15279_R5_C_CAC_W4_Listi ng_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5 II_104183-Rev01.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSI1,10-11<479: Canyon Ridge/Brookstone Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279_R5_C_CAC _Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279_R5_C_CAC _W4_Listing_Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279_R5_II_104456-RevOl.gdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 48B, 555, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E41_V, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and proof of inspection.pdf FL15279_R5_C_CAC _W4_Listi ng_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5 II_300159-B-Revl6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door ED45V, ED4LV, SS4, SL4, AR4S, AR4L, SS4V SL4V AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design. Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 1014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-11`479: Coach man/Settlers/Affin ity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but Certification Agency Certificate FL15279 R5_C_CAC_Letter with proof of contract and proof of ins ecption.oddf FL15279_R5_C_CAC_W4_Lis ing_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5_II_103486-B-Rev08.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC_Letter with proof of contract and proof of ins ec ion.pdf FL15279 R5_C_CAC_W4_Listing_Intertek.pddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_103549-Rev06.1df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC _Letter with proof of contract and proof of ins ecption.pdf FL15279_R5_C_CAC _W4_Listi ng_I ntertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_101481-B-Rev13.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC Letter with proof of contract and rpoof of insoection.pdf FL15279_R5_C_CAC_W4_Listing_Intertek. pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_104029-B-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5_C_CAC Letter with proof of contract and proof of inspection.pdf FL15279 R5_C_CA W41-istin _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-1F171:9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/ Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-217153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page FL15279_R5_II_103046-RevO7.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5_C_CAC _Letter with proof of contract and Droof of inspection.pdf FL15279_95_C_CAC_W4_ListinaAnt rtek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_104169-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODEp W4 Garage Door Certification Agency Certificate FL15279_R5 C_CAC _Letter with proof of contract and proof of inspection. dfdf FL15279_R5_C_CAC W4_Listing_Intertek.0df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_104457-Rev02.p9df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_R5_C_CAC Letter with proof of contract and rpoof of inspection.gddf FL15279 R5_C_CAC W4_Listing Intertek.df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_R5_II_101711-B-Revl5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next 0 0 Page l/ 8 0 0 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: y M eGlrecY. 0 Credit Card Safe PANEL EMBOSS DOM 25 GA I 25 GA INS L SHIRT PANEL MODEL 4F IS FLUSH CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA 25 GA INS 25 GA 1 25 GA CLOPAY GDSS, GD5SV, — GALLERY' GR5S GR5SV — NOUMES ARSE MSSV — -- ARTISTRY• IDEAL EDSS mSSV — -- CARRIAGE HOUSE' SHORT PMEL LONG PANEL IIF—" r'^"^ OPtIGNA1' ''OUTSIOE KEYED LACK POSITION IIAx. VmIN fro SHORT PANEL SHOWN) CLASSIC' SHORT RAISED -PANEL SHOWN. LONG 'CLASSIC' AND SHORT 'CA RNGE HOUSE' ARE AM APPROVED. 14x5/8' SHEET AL SCREWS 4'w7/4S SELF o APPINC SCREWS o 14 G ENO HBK:ES 1H CA INTERIIEOLATE HINGE NEW 'B' VIEW 'C• D®i HEIGHT B DA sEciIIINs 7, v m xa• R OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-8 FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2'x18'. IMPACT RESISTANT GLAZING IS 21-5/11%14-1/B'. TOP. BOTTOM R CENTER). LACK POSITION BOTH SIDES) TOO POINT LACKING ONE 3' TALL x 20 GA 50 KSI MIN. U-EAR PER DOOR SECTION. a [ aRr iAtuT1 aAM°til W1 me tlr aaat RRQ. S1LE 1 —E Pso< trNWlt si Fairr a E ROEA. DL BWE N IIVOI[ OWNorm E2 SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. MY11 xl®R I FW SHEET 1 OF 2 REV DATE DESCRIPTION 07 08/03/04 ADDED INSULATED M/N 190, 1500 08 05/19/05 UPDATED CODE REF. 09 09/26/05 ADDED ROLLER OPTION 10 11/30/07 ADDED 76V, EXTENDED HEIGHTS, COMBINE -DI 11 08/08/08 ADDED M/N 428, 48B, 55S 12 10/21/08 ADDED M/N 4F 13 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS. 14 08/2010 REVISED MODEL TABLES. 15 O1/2012 REVISED WIND SPEED TABLE FOR ASCE7-10. 161 04/2012 ADDED IMPACT RESISTANT OPTION. 1/ 0019IY POLYSTYRENE FOAM DMI AIION 1-5/1R' 1HIOLI WAIN VIM TWILL RCM (N9AAM M00ELS OILY) ma MIN. STEELSKINooRAKED --ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. THIS DOOR MEETS OR E1R2ED5 THE DESON LOADS FOR THE ULTIMATE WIND SPEEDS USIFD BELOW ACCORDING TO THE FLORIDA BUILDM CODE ON THRNATI EINTEONALBUDDVIG CODE (BASED ON ASCE7- 10) FOR THE FOLUa CONgIKIN4: 1) OcL05ED BUILDING. 2) DOOR HAS 2' OF WIDTH INQ IUMNWS END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/ DASIM IOL STIE-SPECIFIC CMCUATIOK4 BY A 0UIUFBD OE9Ct1 PROFFSSONFL ANY MFFfIt. ULTIMATE WIND l25 in14o U5 We SPEEDoPWE% POAIRE CA Tta9HnB, C, D B, C, D B, C B, C B MEAN ROT' HEIGHT 25, Is, I 8Y 1 15' BO' or W C'® pay DATE' P9/23/96 BA85 WKE BLVD. IONENGINEER: HANK wESTFJtFIE)D. P.E Building Products MASON, OH 45040"1i'" B" MWW ItP.E. /48493, (513) 770-48W P. E i2T832, Company CHECKED Bn AS P.E #91513 CAN M RW ft R.—cf. DRODUCT D D D O AND IDEAL 3' TALL U-BAIT r NECR 20 GA. GALV. STEEL d 3'r 1- 7/-88'' 12 Ot EYY. sms. TOP ROLLER BpC¢O EACH RRtCIET X! MA/R' 4Rf IEUL BGE: S 14 a OMx. ROLLER . DMEH TWEE FASrEER 10 M SrLES WITH ( 4) " lEf MEEK SCRO9AND (4 1/BETT M VJWM SCIEWL M YEN 9'. rr TALL x 20 G. GALV. STEEL 00 K9 1a a GALv. DIED ATTKIEDRR1x1R0HMN mv- SLEET YETK AU. AIRIM D(I IAM t VINYL NG1HEJ6711P. Cf10N A- (sIDE v1Evn DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F TEST LOADS: +37.5 P.S.F. G -48.0 P.S.F. VINI LOAD RATING MAX DOOR SIZE W 4 9'W X 16'H CLASSIC AND CH RP STEEL PAN SINGLE - CAR. 991 +25/-32 PSF BB1RAvING 70701 59 V BC CLASSIC' RAISED PANEL EMBOSS BOORS W - MODEL 4F IS FLUSH CARRIAGE HOUSE' RAISED PANEL EMBOSS M MS maDELS 1 25 GA 125 GA INS 1 25 GA 1 25 CLFAY am, GOSSV, GALLERY' Gm LR9SV HOLIES AR5S ARSSV ARTISTRY' meµ' EDSS EDSSV HOUSE' CARRIAGE SHORT PANEL LONG PANEL PREPARATION of .uwas er aTNERs. SHEET 2 OF 2w25GAINS F6 76V 2ST m WB ATTACHMENT (IMIaN FR. IRA INOSW: 3/8'x3' LAG SCREWS ON 24' CENERS. 1-1/8' OD. WASHER REQURED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE LIHNG PAN$L HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. u IeuR ATT .FIILENT ! -90 B nrlr OR .OIOIO PSI YIN_ CONCRETE IIMN7: 3 B'xJ' SLEEVE ANCHOR BOLTS ON 24' CENTERS (2,ODO PSI MN. CONCRETE). NCLUDED W0F( SLEEVE ANCHORS. OR1/4W TAPCON SCREWS ON 24' CENTERS (2,000 PSI MIN. CONCRETE) OR 16' CENI RS (C-90 BLOCK), 1' 0.0. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQURED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER REFER TO DASMA TDS-181. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 300159-A SECTION B-B (IMPACT -RESISTANT GLARING OPTION) IIETIL 7 aPIDIMt ONORDA[ m MLmEFONE HYN BGMD vAE SNwa NNFAT. (WOM91 E1VNE AND FAC'DQ. 08GNEONE FAOIR FAGCL OORRAL SeNCdE SEIN AIR 0, STEML WEN ND mMw. We-PeCE MECINN TouWITTWIe RETNIER FAGTDLD TO FMH[ WITH MOLDED LE MDVR (10) fN • v4* PAN HEAD I&ACHINE ao1EW1L WREST FRONT STANDARD ASSEMBLY DETAILS DRAWING 3001459-8 SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FINE WITH U.V. OWING ON OUTSIDE SURFACE NOTE THAT FMIT FRAMEYPACFi166DHfFRAME6 NN80NEA THAN otAzeO MOOED 11 O UT RED64EN. 8x3/4' PAN HD,D SCREW. cr uD_eTm c FMBLY CONSTRUCTION: OPiDWL SSB. DSB M 1 ACTRUC IBES AAp2ABLE OPIDT9L ApMUC B PI/NDIRE OPIN OR LVCIIE CP APPWAD CC2 PJZM U ACCORDVDE WITH DC/FBC N THI: o f DOOR ASSEADLY WTAUED N OOMPUAm E WITH THIS SEQUON MEETS THE WIND LOAD RMAROMDRs OF THE FLaRIDA QUIL NG CODE OR INTERNATIONAL HULDNG COO[ BMTf 1H)LiIDI Lear THE &PACT RtSTspNT RE9UIe111EHf FOR YNNOBORE own MEODNB REF CHAPTER 18 FBC/BC). DATE DESCRIPTION TEE REIASION HISTORY ON SHEET 2x8 YELLOW STOP MOULDING BY DOOR INSTALLER (TO SLIT) PINE JAMB 20 GA MIN. GALV. STEEL END SnLE zD GA. cALv. STEEL INTER. sntr•: NOTE.*TRACK CONFIGURATION 12 GA. GM.V. SfEE1 TRACK ABOVE THE DOOR OPENING BRACKETS FASTENED TO W000 JAMB WITFI ONE 8/16*0--5//W LAG SCREW 18 GA GLV. MNGE. EACH H FASTENED TO DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. PER TRACK BRACKET. 14x5/8' SHEET METALC'. ILOONIAL TRACK SUPPORTTO 2' GALA. STEEL TRACK FASTENED TO SCREWS. SEE VIEW1IR2C.A. GALA. STEEL TRACK BRACKETS. 14 GA GALV. ROLLER HINGE EACH HINGE A D UNDER TRACK ATTACHED TO EACH BRACKETFASIQ/ED TO END SOLES WITFM (4) 14c5/8' WffH ONE 1/4x5/8' BOLT k NUf OR TWO1/4' DIA RIVETS. SHEET METAL SCREWS AND (4) 1/4 x3/4' SELF TAPPING SCREWS. SE'E NEW 'B'. LHR TOP BRACKET 7FLAG aTp ,y H DOUBLE HORIZONTAL 2' 10 BALL SHORT STEM STEEL 5/ 8 WOOD LAG SCWDYS. TRACK IVROLLERWITHSTEELORNYIDNnReNam: 7TALLDOOFISTHEDESIGNOFTHESUPPORTINGSTRUCNRALELEEMENTSSHALLBETHEDOOR OIOOBL TRerK LOW NAND RESPONSIBILITYOFTHEPROFESSIONALOFRECORDFORTHEBUILDINGORSTRUCTURETRALN ACCORDANCE WITH CURRENT BUILDING (ODES FOR THE DADS LISTED ON THE TV. KTHI T1HaamO8C DRAWING. G 2- 1/2%12 GA GN.V. STEEL TRAOI BRACKET. FG` il (4) TRMML WOMIS PER SIDE MEL S V' 1RAOT AVAL_ L HOWMA DOOILTRACK S SUIT) OVER ITTALL 13 G GNLV® . STEQWOOD LFlAOSR,MUDACNEWIM . m FA4II) 7~• 3) 8/1811-5/8 NAG SCRDYS. 3VTMIdOOW- 07NN. R/CICTV. 2- 112 GA "M. STEEL((llliiTvv"= BRMKET. PFR 2' IWCA1 . BflWFF)1 FI lOP TRMCK NOT TO D10EID30' Op,C. T TWaA:o: L' osei.N" JI M: FOR MRS OVER 1' 12'-O' MIGH4 TRACK NNOTEx CONFD,DCON K> D MAxIaM sPAaO CONSULT FRONDED..CONSULT FVLTOIWFMR YORE0lTAL F ROD. yr DESIGN LOA05: + 25. 0 P.S.F. At -32.0 P.S.F. TEST LCNDS: P. S.F. h -48.0 P.S.F. MANUFACTURING PRODUCT COE VIIOLDAD RATING MAX, DOOR SIZE m elepay DATE' P9/23/961 3M 4 9'W x 16'H DEHcwP CLASSIC AND CH RP STEEL PAN M 7TEER: MARK WFSTERFIELD. P.E.Building Products 8585 DUKE BLVD. MASON, OH BLVD. DRAVN BY. MWW SINGLE -CAR. 9W + 25/-32 PSF P.E. /2wm Com do 513) 770-4800 DRAINING NNIBN8ET6 VER. CHECKED Hri TEXAS P.E / 91513 Clam C:DTpm5m N RIME Rwrwe. B 300159 16C REVISED: Rine 2014 REQUMED DiSPECTION SEQUENCE Bpff Address: Innspection' DescriptIon mn Max Footer / Setback Electric. UndergroundjRemwalI Footer / Slab Steel BoniFoundation / Form Board. Survey -Electric RoughSlab /'Ivfono Slab. Pre our LG. intel / Tie Beam / Fill / Down Cell T.U. Pre -Power FinalSheathingI7walls 1 Electric Final Sheauung—, Roof Roof Dry In Frame 11 I Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspe6,tion Final Solar Final Roof ]L Final Stucco / $iding Insulation Final Final Utilit,Building- Final Door Final Window - Final Screen'.Room Final, Pool Screen Enclosure Mobile Home Building Final' Pre -Demo I Final Demo 1 Final Sihgle Vamily Residencet Final. Building (Other) Max: DescriRflo a Mechanical Rough Mechanical. Final Kin I max Gas Unde Gas Roug Gas Final