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Home My WebLink AboutProduct Approval; Manufatured Homemom AaAmy MIS Ami I., I I DodrWi,&lI td nn� L rwM I . — mc6 Kygar. Y6 `outs t4wals app*td fur, Itatt Mrsfrm oos,me�'You via-mr.6-yo, b.4tftowbl ,BkSSdud fo" kv�l!t 9m. 111#404W MY4-6ww�i FL Product Category/ r z E Subcategory_ = Manufacturers Product Description,, . �� Approval °" �° •;- Number(s)`` 1. Exterior Doors Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341-118 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341-118 Swinging Dunbarton Corp. Single or Double - Outswing - IMPACT FL 15341-R8 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362-R3 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362-113 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362-113 Swinging Dunbarton Corp. Patio Door FL 15362-113 Sliding Shwinco Architectural Sliding Glass Door - Exterior FL 12519-116 Sliding French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850-114 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850-114 2. Windows Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL 8153-R10 Single Hung Custom Windows, Inc 8100 - SH IMPACT Resistant - Low E (-100) FL 5823-119 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL 8153-R10 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL 5823-119 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993-1117 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185-R11 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185-R11 W FL Product Category/ Product Description Approval SubcategoryManufaeturer �. n u "� ti . .a Number(s)" 3. Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477-118 Siding James Hardie CEMPLANK Siding FL 13192-116 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098-119 Siding Style Crest Vinyl Siding FL 12231-R5 Siding PLY GEM Siding FL 35331 Soffits James Hardie Hardie Soffit Panels FL 13265-115 Soffits PLY GEM SOFFITS FL 33178 Soffits GP Soffit 4. Roofing Products Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-116 Asphalt Shingles Asphalt Shingles Underlayment Underlayment Underlayment GAF Asphalt Shingles FL 10124-1129 Owens Corning Asphalt Shingles FL 10674-1116 Woodland Industries 15LB Felt FL 17206-136 Tamko Building Products Underlayment FL 12328-119 MFM BUILDING PRODUCTS Underlayment FL 11842-118 HENRY EAVEGUARD FL 16724-R7 Cements/Coatings Cements/Coatings Certainteed Corp. Roof Cement FL 490-R11 Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763-R4 Metal Roofing TAMCO 26 Ga. Metal Roof Panels FL 16667-115 t „` FL oduc, Category/ Manufacturer' Product biescription=.~ a Approval e a.. Subcategory a° Numbiir(s) Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL 13488-R7 5. Structural Comp. Wood Connectors AMS -GROUP COIL STRAP Wood Connectors MASTER CRAFT Metal Strap Wood Connectors MASTER CRAFT Metal Strap Engineered Lumber I MURPHY I ENGINEERED BEAM Local Approval REPORT A190019 REPORT A131394 FL 18993-112 lest Client: HWC & Associates Hilborn,Werner, Carter & Assoc., Inc 1627 South Myrtle Avenue Clearwater, FL 33756 Sample Description: SAMPLE Date Received: 3/9/2021 Analytical Services Laboratory 7887 Bryan Dairy Road, Suite 100 Largo, Florida 33777-1452 Telephone 727.547.0600 Toll Free 800.335.7355 Fax 727.545.6043 http://www.contech.com — ALMOV In -Scope Test Methods: Tensile, Yield, Elongation, Reduction of Area (Room Temperature) (ASTM E8) *Non -Scope Methods: Contact: Jim Lyons E-Mail: jlyons@hwceng.com PO: 030921 Date Reported: 3/17/2021 Analyst: Mihir Patel Discussion: Six straps were received to determine the tensile and yield strengths. The straps were tested at their full width and thickness using a Tinius Olsen LoCap tensile tester with a 30,000-pound load cell, calibration due 9/9/2021. Results Table 1— Tensile results Specimen # Width in Thickness in Peak Load lb(psi) Peak Stress Yield Load lb(psi) Yield Strength Elongation 1 1.50 0.037 3211 57856 2637 47514 49.70 2 1.50 0.037 3206 57766 2613 47081 51.10 3 1.50 0.037 3212 57874 2614 47099 51.00 1 1.25 0.037 5608 121385 5294 114589 14.00 2 1.25 0.037 5613 121494 5305 114827 11.00 3 1.25 0.037 5520 119481 5335 1 115476 12.00 Comments: * The indicated test results are not covered by our current A2LA accreditation. The results only relate to the sample analyzed. The sample was tested as received. Decision rule does not take measurement uncertainty into account This report shall not be reproduced except in full, without written approval from the laboratory The opinions/interpretations identified/expressed in this report are outside the scope of our A2LA Accreditation. Author: Mihir Patel Materials Scientist Approved: William E. Swartz, Ph.D. President/CEO 3/17/21 Date g Where indicated, the above testing is accredited by the American Association for Laboratory Accreditation Chemical Testing Field — A2LA Certificate # 1171.01 Mechanical Testing Field — A2LA Certificate # 1171.02 Page 1 of 1 Ana&.d ' ca Servic—es Laboratory Ok- k 799�- ji.�Van: DA' Ily Road Suite IOU Latg% .0ch4v,*77-1452 S0'MTELLATIONTSCHUOLOGY, T 100fibbe z74s7,aoaT6]i,rt..,=800,3o-.7355 Fax ,.72 6 .7-45 -4645 Client: HNC &, AgsooWds 4Q6ntact. Jim Ly ons ffilbom,,Wcmer, Carter &Assoc;� onc -E- -fadif.. A 1627 SouthM. i Sample Descriptiow. Teosito Samples -PO,: Partit 1695.2$ Date Received: 6/21/2013 Raft Repor-teO. 6/24/2'013 In-S,cope, T-estMethods: TensileWTM 88) Analyst: Ponj1,dJackson Four hurricarte straps: galvanUr od 14 A�` x, .2,41" x 0;03,5", P/ ' N' 16,932.9 iweie received to determine tensile and,yjeld so=gths.. The straps were: testedat-thdir-U-1 ;i1th-acid thickness usin,, a TiAius Olsen LoCapteiasite-tds'WrWit-ha,-aG�000�pibubd load -cell, cal" Pration due 10124113. Results-, Tab.fg-j -.; Tensile,, resufti . Specimen # Width ThIeRgess Oi44 -io ;'Ixeii SfriWr t. Psi) Vlad i L94d, (14� Yield Strength Elongation I I? U U370- -.1—ito-'aw. 5;V79 I 16j40 -7 It 11,0+931 4. 2 Z 'M -,,113 4.5 1.249 0 0373 5 1 11PAP( t Iti; 1, 4 4, 1,250 0:5 -365 4�945- . NTA- Leqa--eM;?#&- THL Wieliled ltstfgft are nM-cdVcfC01,. our The Myl I I I 19 1 l0 S ovat 44fti lite libbilltory Is Ile, rN -#�t A M); The 00 do 041r"" -A V ..- 4� , ro AA late; P Alit AS Wjjqre jsiiiiotod, the obvve-wstittgls =oadiWd bythe American ASSCi4� lion for Labnratory Acercditainn Ck-olicffl tusting Field—A2LA cwfificake U. I ffl.lvj 1,171.01 A*e T -of I y CONSTELLATION TECH• • :' -AnalysisMeasurement -Solution lest Client: HWC & Associates Hilborn,Werner, Carter & Assoc., Inc 1627 South Myrtle Avenue Clearwater, FL 33756 Sample Description: Metallic Strips (qty: 4) Date Received: 1/2/2019 Test Methods: Tensile Discussion: Analytical Services Laboratory 7887 Bryan Dairy Road, Suite 100 Largo, Florida 33777-1452 Telephone 727.547.0600 Toll Free 800.335.7355 Fax 727.545.6043 http://www.contech.com — AlyUUly Contact: Jim Lyons E-Mail: jlyons@hwceng.com PO: TBD Date Reported: 1/8/2019 Analyst: Katherine Flynn, David Richard Four (4) galvanized metallic strips were received for tensile testing. Strips were tested as received, in their original dimensions. Tensile testing was completed using a Tinius Olsen LoCap universal testing machine equipped with a 30,000 lb. load cell. Results: Table 1 — Tensile Results Sample ID Area (in 2) Tensile Tensile strength Yield load Yield strength Elongation- . load (lbs.) (Ibs.) (psi) (psi)N0011), 1 0.0282 1,461 52,554 1,337 47,411 30 2 0.0284 1,471 51,796 1,348 47,465 28 3 0.0285 1,485 52,105 1,397 49,018 28 4* 0.0285 -- -- 1,390 48,772 30 *Tensile load (lbs.) and tensile strength (psi) were not recorded due to a malfunction with the test software during testing. Comments: The results only relate to the sample analyzed. This report shall not be reproduced except in full, without written approval from the laboratory :a►�l Author: Katherine Flynn, Ph.D. Approved: William E. Swartz, Ph.D. Senior Materials Scientist President/CEO Page 1 of 1 1/8/2019 Date