HomeMy WebLinkAboutProduct Approval i
3121 Fairgate Dr.
Carrollton TX 75007
John. E. Scates, Professional Engineer (972)492-9500
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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
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To Whom It May Concern:
At the,request of Overhead Door Corporation, I 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 engin eering-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 5th Edition
(2014) of the Florida Building Code. I certify that I meet the requirements of "independence" as
detailed in Florida Statutes.
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Drawings
D-220177 Rev. D Series 770 up to 10'wide and 10'tall
up to+36.0/-36.0 psf design
D-220185 Rev. C Series 790 up to 20'wide and 16'tall
up to+41.0/-41.0 psf design
(see chart for specifics)
.3
Tests Procedure
Tests by Architectural Testing (ATI) were conducted at their accredited facility in Southlake,
Texas.
Tests by Construction Consulting Laboratory, International (COLI) were conducted at their
accredited facility in Carrollton,Texas.
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Testing was conducted in accordance with ASTM E330-2002. The testi process was equivalent
to ANS[ DASMA 108-05 and 108-2012 . All est include holding th do r at design pressure r
/ ( ) tests d e o g p u o
a minimum of 10 seconds (CCLI @ 30 seconds), and achieving a 150% ovei load ("test" or "proof')
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FL 12111-R5
pressure for 10 seconds (CCLI @ 30 seconds). Deflection recovery after c{mpletion of the design
pressures exceeded 75%on the test doors.
Tests j
i
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. I
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 ori 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 th'e notes.
Additional Limitations
The drawings cited above are an explicit part of this evaluations`report. The text of this
•I.I
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.
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e
These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ).
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51737
Digitally signed by John E. Scates, P.E.
.01 STATE or. . 0 Z
Date: 2016.04.14 13:27:51 -05'00' p 4
x,6-7.
John
E.Scates, E
PE Florida Mill
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.625— 1.25 1A rez+rwl w4 lnloa
()NOTES11675 a A P(R D J O4 U
1. DESIGNED AND TESSFD RJ ACCORDANCE WITH 8. JAMB CONSTRUCTION AND CESIUM BY OTHERS JAMBS MUST BE DESIGNED —� SDDOu A ada¢PD1 m z o
FLORIDA BLDG CODE AND INEERNATEDHAL BLOC CODE. TO WRHSfNlO THE MAXIMUM 40NR8,HORVAI,AND PARALLEL FORCE 1.29
2. SPACING IS THE CENTER TO CENTER DIHENSION. BOTTUM FASTENER IMPOSED ON THEM 6Y THE DOOR.AS LISTED BELOW: \`U111tt11!!//�2
WIDGN 6 INCHES OF FLOOR GUIDE 1:MOMENT-1133 IN-LDS PER FT OF DOOR HEIGHT pL,OMDJULI 0.265 \\�N a�'sogr
3. PRESSURES LISTED AS 36E5lGII PSE. NORM -188 LBS/FT OF DOOR HE1G}IT DCIFiISION 1y7m AI E X.425 2 PEC9 1\\ ��`•�C�1�a�i`��LQ
4. CONCRETE JAMBS SHALL BE 3000 PSI CONCRETE LIRINUM. PARALLLl=356 IBS/F7 OF DOOR HETCHT • V /
G 01000 JAMBS SHAH BE SOUTHERN YELLOW PW1E P.ca-DmUML7.)AUNIAIUM. GUIDE 2:MOMENT- 1777 M-LBS PER FT OF DOOR HEIGHT 2.72�I i NG.8737
D S. APPROVED CONCRETE ANCHORS TAPCGN,POKERS POWERBOL7. NORMNF 248 lB5/ET OF DOOR HEIGHTPVC, _
HILTS 1091K801T 3 oft EOUNAIRJr. PARALLEL-646 LOS/FT OF DOOR HEIGHT WFATHFASEAL 62 � = 1. * S
7. STFIl GAUGE'{111CI(FIESSES PER DASVA 7DSj164. t
JAI G'bf; STATE OF
las ��O14•.FlOR104:%\�(4`�
1.19 1.76 BOTTOM Bawls ETA) WN
L THREE DLD XS FODT HEIGHT
130
--- ----- � -- ,gyp
TAOISM - - UD
- - - -----I FC- 1-21-11--R2- -
� \ GUIDE 7 SPECIFICATION Digitallystc�ned byJOhn E.5Lale5,P.E.
O ODR JAUBTYPEI 221-22 1 26138 pt 311-31 ml 381-36 pf 41A41 psi Date:2015.02.23 15:35:01-WOD'
0ER 2LLOC�ATION 2m (-�� SPOT WE B'O.C. Ir vade CONCRETE Ot CI CI Ct C1
NpR11 O N 2 F EVER HOOD WI WI M WI YJI
(.W7
L) —WE-
-p E �OC.{TION ETEEL 61 S2 82 S2 S2 C
/ (F3W/L) t0'Wde CONCRETE C7 Of Cl USFUUMr2 USEGUDE2
ROOD YJ1 WI WI M UgEGUDE2
STEEL 82 52 S3
lrwdD CONCRETE D2 USE GvmEI USE GV9E JAMB AND FASTER DEFINITIONS
204 294 1VU DD YJI USE GUIDE 2 USE GUM 2 -
6TI?EL 6] 93 FASTENER:-
SECTION
ASTENER:
SECTION A--6 GUIDE I SECTION A-A (ROTATED) GUIDE 2 14'WdD CONCRETE usEOUDE2 usE GU DEI 114'420SFJF DRILL'41A SCREW
(STEEL JAMB UP TO 14`WIDE OPENING- DEEP GUIDE(14 04 W/WALL RNCLE(f,33 x 2.75 x 11 ASSY DEVIL WOOD USE.11.2 USE GUOE2 91 iT SPACING
A6 CIDICATED RN CHART D) W
DEEP 0INDE 14 DA)ASSY SEETHE D6c9 22OISO GUIDE 2 SPECIFICATION JAMB SSEEL 14 GATHICK MB`L
D7l�6 22DIBO NAMBS I'I900D O ZCr ALL IDE JAABTYPE 22J-22psl 261 pSf 3V-350-1 36A36Psf 411-41 PSI U4-20 SELF DRILLING SCREW
(STEEL.JAMB SHOWN) SfE43.JAMBS 14•-1'7U 20'-0'WIDE OpQT1ElO STEELUSE GI®E1 IgE GUOEI USE GUaE1 USE OtI¢1ES USE GUOEI $2
(Smm JAYS SHOWN) SCREW
_ _ tY SPACING
CaNc BSO CONCANCIEOR w C4 C4 PCA C4 JAMB STEEL 12 GA THICK FAN.
WOOD_— 1'a W2 V13 1•n Vn W-20 SELF DRRLING SCREW
BTEfiL USE GUME t USEDUDE 1 USE GLIDE 5 USE 01 91 USE 6UOE 1 S3 6'SPACING
CONC SCREW C3 C3 m — Tune JAMB STEEL.12 GA THICK 1,11N.
-- --- COHC ANCHOR G C4 G C4 C4
B _ \ e OA 1VODO WL WJ 1'A LV3 1'n Cf U4•TAPCOLL 1.76'EMBED B
STEEL USEGUMBi USEGMCI USE GMEI S] S3 12'SPACRNG
HFADPLA 1rl'ndE CON06GREW W C3 C3 xm
CONC ANCHOR C4 Ca CA C4 C4 C2 IWTAPCON,1.75'ELIBEO
WOOD V42 VA VA W3 V/36-SPAGNG
STEEL USE Gm 11SEGUDEI 91 $3
14'Made CONC SCREW C3 C3 C3 — 5f W TAPCON,226*EEffiED
CURTAIN —� CONC ANCHOR G C4 G C4 --_,. 12'9PAgca N.
12
APP OX. WOOD 1-/3 W3 V13 1V3
4.064 STEEL S2 S3 S] 318'POWERS POWERBOLTOR
Ul OF CONC SCREW C3C3 c] C4
OPENING HOW 318"HEH KWIK(IOLT3,3'EJABED
16'0'MAX l6'vac� µCHOR C4 12000 Yn G G
1Y3 Vla
C4 t2'$PAgNG
STEEL 83 S3 W1 1!4'X2.VLAGSCREW
SS'\WQe CONG SCREW ___53__ C3 IT SPACING
CONC ANCHOR C4
U TAIL DUAL WOOD W3 W3 W2 318'X2.6*LAG SCREW
P N 2aG00D STEEL S3 1Y SPACING
C9CREW C33I6•X2S"LAGSCAEW
A A" 20'VAdDCON
CONC ANCHOR GW3
A 11000 1V3 6'SPACING A
Ila DAP/A M AVD AU.--n&Rvwlxw CON0.'Vm Hum Am mm-W9 wfIV1.810 WAPR£ORr PP.DPDOI'M(A7/M PDM C0.t1V wjm AVD fDT J7TI111N G01p,W12.7X8 DAVIt77 AVv
H1BRNi11M1 w xI101E OR w PAG.1W'Wr BE tAx'J:D w AII110.N1bR OA 06vDfID ID A`AMF Wliltllr THE fRnA Bldnd 1L1�1r DF(A71artAD 0D01 MFPORIIPAL fM D�aSVPE Dr AW
W➢[T OANI7R OR 2DDRYAIgN 6 enDDm 7a OPnUTB DR mm.A.1m 10=9 f0A Y PIMPOSI x1014ur Da SWffilC MV3AfM p,9tDA,D ooDe
�ITOM BAR WEATHE�O I acwo.l11UNUM..2 FlHISwwr%1
ZD'O'ANA%OPENING WIDTH- INME ;2i NONE t..yu+.ir ` G RNERAN111/19/04 rte •7B0 CTT,
1y 44.106* 3.03 UNIT OF19/111104
i/-22 PSF THRU i/-41 PSF
Jf%1I #.010 MEASURE C BLUME B 111 04
REF DING USED M "LES:
: t 1 FACT N/A L KRUPXE 9/10/09 D-220185 OF1
8 7 6 5 4 3 2 !