Part# 17585 17586 17587 17588 17589 17618 Box Quantity 10 Hooks 1 Hook 1O Hooks & 20 Screws 1 Hook & 2 Screws 1O Hooks & 20 Screws 1 Hook & 2 Screws Screw Size Not Included Not Included 5/16" X 3" 5/16" X 3" #14 X 3" #14 X 3" Type 304 Stainless Steel For Side Mount Rails Rev1 Letter A B C D E Description Mounting Screw Slots Rail Slot Size Lenqth of Roof Hook Bottom End to Top End Thickness Size/Lenath 9mmx 18mm 10mmx 71mm 176.5mm 190.3mm - 198.5mm 6mm 30mm 25.50mm - 93mm r 95 ° 21 mm 8.
January 23, 2014 To whom this may concern, SolarRoofHook is committed to excellence. All of our parts were tested by a third party test facility for the following. 1. Uplift test 2. Downward load test 3. Water Proof - QuickBOLT only AME Research facility had a current engineer license per the State of California in 2012 and 2013. Terrapin Testing had a current engineer license per the State of California in 2011.
September 17, 2015 Mr. Rick Gentry QUICKSCREWS INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 Subject: Project Number 115727C QS# 17585 –All Tile Roof Hook 90° Laboratory Load Testing Dear Mr. Gentry: As requested, Applied Materials & Engineering, Inc. (AME) has completed load-testing the All Tile Roof Hook 90° (see Appendix A, Figure 1).
TABLE I COMPRESSIVE LOAD TEST RESULTS ALL TILE ROOF HOOK 90° (QS# 17585) PROJECT NUMBER 115727C SAMPLE ID MAXIMUM COMPRESSIVE LOAD (lbf) DISPLACEMENT AT MAXIMUM LOAD (in.) C-1 375 1.8 C-2 405 1.9 C-3 405 1.9 AVERAGE 395 1.9 Page 3 of 12 FAILURE MODE Hook contact w/Plywood Hook contact w/Plywood Hook contact w/Plywood ..
TABLE II TENSILE (UPLIFT) LOAD TEST RESULTS ALL TILE ROOF HOOK 90° (QS# 17585) PROJECT NUMBER 115727C SAMPLE ID MAXIMUM TENSILE LOAD (lbf) DISPLACEMENT AT MAXIMUM LOAD (in.) FAILURE MODE T-1 1982 7.0 Fastener pullout T-2 2138 6.6 Fastener pullout T-3 2154 6.8 Fastener pullout AVERAGE 2091 6.8 ..
TABLE III SHEAR (LATERAL) LOAD TEST RESULTS PARALLEL TO RAFTER ALL TILE ROOF HOOK 90° (QS# 17585) PROJECT NUMBER 115727C SAMPLE ID MAXIMUM TENSILE LOAD (lbf) DISPLACEMENT AT MAXIMUM LOAD (in.) FAILURE MODE S-1 474 9.7 Fastener shear S-2 493 9.5 Fastener shear S-3 495 9.7 Fastener shear AVERAGE 487 9.6 ..
REFERNCES AC13-2010, “Acceptance Criteria for Joist Hangers and Similar Devices”, ICC Evaluation Service. AC85-2008, “Acceptance Criteria for Test Reports”, ICC Evaluation Service. ASTM D1761-2006, “Standard Test Methods for Mechanical Fasteners in Wood”, ASTM International. ASTM D2395-2007, “Standard Test Method for Specific Gravity of Wood and Wood-Based Materials”, ASTM International.
APPENDIX A Page 7 of 12
FIGURE 1 ALL TILE ROOF HOOK 90° (QS# 17585) PROJECT NUMBER 115727C APPENDIX B Page 8 of 12
APPENDIX B Page 9 of 12
FIGURE 1 ALL TILE ROOF HOOK 90° (QS# 17585) COMPRESSIVE LOAD TEST SETUP PROJECT NUMBER 115727C Figure1a. Test Setup Figure 1b.
FIGURE 2 ALL TILE ROOF HOOK 90° (QS# 17585) UPLIFT LOAD TEST SETUP PROJECT NUMBER 115727C Figure 2a. Test Setup Page 11 of 12 Figure 2b.
FIGURE 3 ALL TILE ROOF HOOK 90° (QS# 17585) SHEAR LOAD TEST SETUP PARALLEL TO RAFTER PROJECT NUMBER 115727C Figure 3a. Test Setup Page 12 of 12 Figure 3b.
