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Home My WebLink AboutLETTER - EVALUATION REPORTjX14QA 0 6/4-46e OLL UP ]File Copy 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer (972) 492-9500 April 14, 2016 Overhead Door Corporation 2501 S State Hwy 121 Bus, Suite 200 Lewisville, TX 75067 Re: Evaluation Report -for Series 770 and 790 Sheet Doors FL 12111-R5 To Whom It May Concern: _ At the request of Overhead Door Corporation, 1 have reviewed the drawings and tests listed below. This evaluation was built upon a foundation of actual testing used to validate the engineering calculation methods at known points. Using rational engineering- analysis, the door configurations listed on the drawings were designed to stay within the allowable limits established by the actual door tests. The door components, including the curtain, wind locks, rolled guide, guide angle, and wall fasteners were all verified. I have concluded that the construction shown on these drawings comply with the structural requirements of the Sth Edition (2014) of the Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statutes. Drawings D-220177 Rev. D D-220185 Rev. C Tests Procedure Series 770 up to 10' wide and 10' tall up to +36.0 / -36.0 psf design Series 790 up to 20' wide and 16' tall up to +41.0 / -41.0 psf design (see chart for specifics) Tests by Architectural Testing (ATI) were conducted at their accredited facility in Southlake, Texas. Tests by Construction Consulting Laboratory, International (CCLI) were conducted at their accredited facility in Carrollton, Texas. Testing was conducted in accordance with ASTM E330-2002. The test process was equivalent to ANSI/DASMA 108-05 (and 108-2012). All tests included holding the door at design pressure for a minimum of 10 seconds (CCLI @ 30 seconds), and achieving a 150% overload ("test" or "proof") j FL 12111-R5 pressure for 10 seconds (CCLI @ 30 seconds). Deflection recovery after completion of the design pressures exceeded 75% on the test doors. 'Pests CCLI Report # CCLI-03-228 ATI Report # 88835.01-801-44 ATI Report # 88833.01-801-44 Installation Instructions The drawings listed above provide installation instructions peculiar to windload reinforcement. Jamb attachment: The door is to be secured to the building using the fasteners specified on the drawings. Additional limitations are itemized in the Notes and elsewhere on the drawings. Architects and other users are reminded that rolling door products can produce substantial "catenary" loads that pull toward the center of the opening during wind load in addition to the normal "perpendicular" forces. The building structure must be designed to withstand the "normal" and "parallel" forces, which are listed in the notes. Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. These products were not tested for windborne-debris. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Digitally signed by John E. Scates, P.E. Date: 2016.04.1413:27:51-05'00' John E. Scates, P.E. Florida PE # 51737 T Nv.51737 '1 •o STATE OF �= � •'`2�\. 110 2 — 7 6 5 4 3 2 1 REVIBION p Holm .625—I 1.25 a 1. DESIGNED AND TESTED RN ACCORDANCE WITH e. JAMB CCHSTRUMON AND DESIGN BY 07HER5. JAMBS MUST HE DESIGNED T soo3H n 3Lvs Pm Ex FLORIDA BLDG CODE AND INTERNATIONAL BLDG CODE. TO WITHSTAND THE MAXIMUM MOMENT. NORMAL, AND PARALLEL FORCES 2. SPACING IS 111E CENTER TO CENTER DIMENSION. BOTTOM FASTENER IMPOSED ON THEM Of THE DOUR, AS LISTED BELOW: WITM 6 INCHES OF FLOOR. GUIDE 1: MOMENT— 1133 IN—LBS PER Ff OF DOOR HEIGHT \\\ s( 4. CONCRETE JAV.266 PRESSURES U.B SHALL BE 3000 PSI CONCRETE MINIMUIN. PAS :kDESICH PST. OARALLEt ' 3586 6 lB5/FTFOFODOORHEIGHT HE]GHf �USIOM 1I so ARGUE50 X .125 2 PLfS \\\�'O`2`a`p6Nd S. WOOD JANDS SHALL BE SOUTHERN YELLOW PINE (SP. OR.+--0.65) MINIMUM. D 6, APPROVED CONCRETE ANCHORS: TAPCON, POWERS POWERBDL7, GUIDE 2: MOMENT- 1777 IN—JBS PER Fr OF DOOR HEIGHT PYC 2.72 1 D HILTI KWIKBOLT 3 OR EQUIVALENT. NORMAL-i N0.61737 24S l33/Fr OF ODOR HEIGHTWEATHERSEAL ``((—��--��I 1 50 ' 7. STEEL GAUGE THICKNESSES PER DASMA TDStT169. PARALLEL- 846 LBS/FT OF DOOR HEIGHT 62 * 1 gas ��03;1 STATE OF .1�41) BOTTOM BAR DETAIL THREE WINDLUCKS PER FODT HEIGHT//ONAL �ro P/N 22001H P/C 99m:Sn M■ n■ CURTAIN "7` 4 SECTION A —A GUIDES SECTION A —A (ROTATED GUIDE 2 (STEEL JAMB Up TD 14' WIDE OPENING — AS L401CATED IN CHART B) DEEP CUIDE (14 CA) W/WALL ANGLE (I.33 a 2.75 X 11 GA AM DETAIL ) DEEP GUIDE (14 GA) ASSY DETAIL DWG/ O'NG 220186 MASONRY OOD JAU63 ALL 5R6 (STEEL JAMB SHOWN) B SHOWN) STEEL JAMBS 14' 1' TO 20'-0' WIDE OPENING (STEEL JAMB SHOWN) HEADPIATE Ull E BOTTOM BAR WE46iHERSDtI 0' VAX OPENING WIDTH— J 81 7 6 DPE7NINO NIA„ B GA APPROX. 4.064 12' IVO' MAX HEIGHT CURTAINCURTAIN DETAIL P/N 22000E GUIDE 9 SPECIFICATION JAMB TYPE 1 271-22 D.1 I 261-26 of 311.31 psf I 36TJU PSfT 410-41 PSI STEEL S1 5i S2 I S2 S2 8'Wide CONCRETE CI ci CI ct Cl WOOD WI v77 WI WI Yll STEEL Si S2 $2 S2 S2 10'Wide CONCRETE Cl C1 Cl USE GUDE2 I EEGUDE2 14DOD Y11 Wt Y!I LVI USEGUCE2 STEEL 57 52 S3 12' iMde CONCRETE C2 USE GWX 2 USE GLIDE 2 _ WOOD V!I USE GUIDE 2 USE GUIDE 2 STEEL. 53 S3 14'W,dc CONCRETE USE GU 2 USE GUCE2 WDon USE GUDE2 USE GUIDE2 GUIDE 2 SPECIFICATION JAlA6 TYPE 221.22 psf 26L26psf 311•31 od 361.35 sf 4t1-47 pSt STEEL USE DUDE 1 ILSE GUOE 1 USE GUCE I USE GUCE 1 USE WOE 1 e' VAde CONC SCREW Cl W p f CONCANCITOR OI TA C4 CA C4 IYDDD v- W2 mn vii YA-- __ _ STEEL USEGUM I USE GLIDE 1 USE GLIDE 1 USE GImE 1 USE DUDE 1 1W VAda CON0 SCREW p C3 tl CONC ANCHOR C4 C4 u C3 C4 WOOD Yee Wv W 4Y3 Y!3 STEEL USE GUOEi USE CUDEI USE GUOEI 33 S3 fY VAde CONE SCREW p p p CONC ANCHOR G u u u C4 L4OOD vR VA VA va vo STEEL USE GUCE 1 USE GUIDE! 63 $3 14' VAde SON SCREW C3 ca C3 CONC ANCHOR CA C4 C4 CI WOOD 1.13 1Y3 V13 V73 6TEE. 32 S3 SS 16' Wide CoNG$CREW ca C3 CS GONG ANCHOR C4 C1 C4 14o0D 1.13 LY3 V13 STEEL 33 S3 iS' Wide CONC SCREW p_ C3_ CONC ANCHOR C4 C4 WOOD L13 V13 STEEL 33 20'WIde CONCSCREW C3 CONC ANCHOR CI 44OOD TV3 �ImL P[ 931TJ7 FS •Wbtd[TON. 'K 7500) FL # 12111-R2 Digitally signed byJDhn E. Scates, P.E. Date: 2015.02.23 15:3501 -06'00' JAMB AND FASTER DEFINITIONS FASTENER St 1/4"-20SELF DRfLLLNG SCREW 12' SPACING JAMB STEEL 14 GA THX3t L 11N. S2 114120 SELF DRILLING SCREW 12' SPACING JAMB STEEL 12 GA THICK tAIN. S3 i/4^•205ELF DRILDNG SCREW E SPACING JAMB STEEL 12 GA THICK E14V. C1 114" TAPCON, 1.76' E:MBEO 12' SPACING C2 114"TAPCON, 1.75^EMBED G' SPACING L3 51TW TAPCON. 2.25'£MBED 1T SPAC NG G1 NT POWERS POWERf10LTOR 316' HE11 KWIKBOLT3, 3' EfABE0 IT SPACING MIT I(CX2.5'LAG SCREW iT SPACING W2 3+B^X2.6' LAG SCREW 1T SPACING W3 318"X21'LAG SCREW G SPACING WHOLE NOMBEINS f.25 NONE �� .X 3 1 ` u .%L3f t 010 4FNANSIIRE N/A ANGLES. 3 1' ] �• HOLES 3 EACH 4 3 2 ■o ■n A CL TN8 OAISvI Mro 2 1�mvx[ or 1xr � Ct•9irolglpH WINDLOAq 790 OW PSF THRU }/-41 PSF D- 220185 NONE 9—W 1 OF / 1