HomeMy WebLinkAboutProduct approvalTABLE 1609.3.1
WIND SPEED CONVERSIONS"'
MEAN HOOF HEIGHT 1Na0
V.
185 10
120 130 140
150 160
170
110
1.00
2W
V� I
80 I
I
93 101 I 108
I 116 121
132
1 139
I 147
Fm SL I mile per hour=0.49 m/s.
25
8. LblrJrimCrpchtlon b ptrad@d.
195
b. V.=nominal dmign, dspeed appUcable m method] specified In Hacepnws I doeugb 5 of section 1609.1.1.
.61
c. Vy=alUrmte, ded, wind spew desamlaed from Fi m 1609A, 1609B, m 16090.
1.00
TABLE 16091(1)
1:66
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN HOOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF)""'
1.45
ULTIMATE DESIGN WIND SPEED(V,J DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH -3 SECOND GUST)
IIlr 100MPH
1110UPH
1120 MPH 1180MPH
1140NPH 1150MPH
160MPH 1imam
1190MPH
1.53
190 MPH
200 MPH
IRini
1.56
I 1.81
55
1.19
1.59
1.84
60 I
122
Rovl AWW O-10 "mea
I 1.87
9.9
103-111
1&7-16A
1
1
I
1320
14
14
BA -69
9.]-10.8,
115-128
33 -ISA
lx] -17A
18A -MOI 103-228
131-0.7 1219-288
289-321
SS
RW Au* >10 da2taaa
9 I 7
9.6-I09 I 1.4-1291 139-133
16.1-181
183-209
213-24.1
213-273
11.6-311
30.6-30.6
341-38b
381-431
16 I ]
91-ID3
10.9-122
13.1-14.6
133-072
MJ -19.71
ZOA-2223.3-26.0
MA -19A 1293-326
327-36.3
36.4-4061
78 ASH
MASH
93hIPH
10 MPH
109101 1116: 11
124ASH I
152MPM 113911PH
147 MPH
IOMPH
Fm 91: ] foot=3(19.3 �,1 m0epchvvr=16091®/1,1 Psf=47.88 N/m'.
Nmalml Drage Wind Sped Nesd)emvertM from vl6m.m Deaf Wivd Spcdpm 5«Uao 16093.1
1. FvreNeedve ems m wind spends between flme®vee above me load may beimmpoLted, otbawiwvse the Ioadassocemi wi11
Wa]vwer �Ymive aru.
2. TabkvAmm lbea4jmledfmheigptendeapmumbymvldplyitMby6eedjm0mvtmemdevtlnT e1609.7(2)
3'Flu. eadminms sigm signify Inemum acUvgmwesd cad a way from the MUldivg wrfeaes.�3
4. 9,,&e pesame4 avauvve dim h.2 fe u.fwid3 is WIcting's and zone.
� �
�\ •��
S. TeNc valves ivclvde d.c 0.61mdrWucdov factor. �iOs (� y- eX�
TABLE 1809.7(2) ADJUSTMENT FACTOR FOR BUILDING
HEIGHT AND EXPOSURE, (L)
I
EXPOSURE
MEAN HOOF HEIGHT 1Na0
e
o
15
1.00
� 111
IA7
,y
20
1.00
129j
.55
25
1.00
195
f
.61
30 I
1.00
1.40
1:66
35
1.05
1.45
1.70
40
1.091.49
1.74
45
1.12
1.53
1.78
50
1.16
1.56
I 1.81
55
1.19
1.59
1.84
60 I
122
1.62
I 1.87
R612A.1 Garage door labeling. Garage doors shall be
labeled with a pennanent label provided by the garage
door manufacturer. The label shall identify the garage
door manufacnutr, the garage door model/series number,
the positive and negative design pressure rating, indicate
impact rated if applicable, the installation instruction
drawing reference number, the Florida Product Approval
or Miami -Dade Product Approval number if applicable,
and the applicable test standards. The required garage door
components for an approved garage door assemblylnsy be
indicated using a checklist form on the label. If a checklist
format is used on the label, the door installer or the garage
door msnufectu= shall mark the selected components on
the checklist that ate required to assemble an approved
garage door system The installation instructions shall be
provided and available an the job site.
- BUILDING, 6th EDITION (2014)
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
0/14V 15 Page l
M IA M MADE
MIAMI-DADE COUNTY
lK lIR111
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economy
DAB Door Company, Inc.
12195 NW 98" Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
0/14V 15 Page l
DAB Door Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1:.VATJTffiM
1. Drawing No. 98-05, titled 1124 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.13"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional
Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003
signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared
by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.08"
Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
D4 �r��2a IS
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAB Door ComDanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test
of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No.
04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted ander NOA # 14-0814.08"
1. Statement letter of code conformance to the 5°i edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
*,, 141015
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
CENTER HINGE
1" W X .15 THK. LATCH
i I
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE o
W/ MIN. 5 TO 1 SAFETY FACTOR
O
7" X 3" X 0.1"
STEEL PLATE
WITH (4) #14 X 3/4" U O
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL I OF
DOOR 'U' BARS AT
HEIGHT CONSISTS OF EACH DOOR
6-6° 2 SECTIONS 18° 12 SECTIONS 21°
6'-9" 1 SECTION 18" 3 SECTIONS 21'1
1 7' 4 SECTIONS 21"I- 1
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
SEE SHEET 4 FOR TOP BRACKET OPTIONS
CENTER STILES
SEE SCH. 'A' �\
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
F_ — A
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
1 7'-3"
7-1/2" X 2-1/4" X 18 GA.
CENTER STILE
1 7'-6"
GALV. STEEL CENTER HINGE - --'
W/ (4) #14 X 5/8" SMS O
PUSH NUT
YWITHOUT
II T-9°
DELRON SLEEVE (STD.)/
OUTSIDE
Oki
3 SECTIONS 18" 2 SECTIONS 21"
HANDLE
1 8'-3"
7-1/2" X 3" X .071" GALV. STEEL09
�I
W-6"
END ROLLER HINGE I
(C)
GENERAL NOTES
8'-9"
W/ (6) #14 X 5/8' SMS 00 1
9'
WITHOUT DELRON SLEEVE
U
9'-3"
WITH DELRON SLEEVE (OPTIONAL) +
i
O
4 SECTIONS 18" 2 SECTIONS 21"
9'-9"
7-1/2" X 2-1/4" X .071" 1
10'
GALV. STEEL CENTER HINGE
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.o
O
W/ (4) #14 X 5/8" SMS LOCK `
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1 10'-6"
WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR
# OF CENTER STILES
1 10'-9"
6 SECTIONS 18"I1 SECTION 21°
1 8'-0" TO W-10"
2
,
a a a
a
°\
o o � N i2 o 0
ti
N 0 N
tl1� v o o
CENTER HINGE
1" W X .15 THK. LATCH
i I
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE o
W/ MIN. 5 TO 1 SAFETY FACTOR
O
7" X 3" X 0.1"
STEEL PLATE
WITH (4) #14 X 3/4" U O
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL I OF
DOOR 'U' BARS AT
HEIGHT CONSISTS OF EACH DOOR
6-6° 2 SECTIONS 18° 12 SECTIONS 21°
6'-9" 1 SECTION 18" 3 SECTIONS 21'1
1 7' 4 SECTIONS 21"I- 1
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
SEE SHEET 4 FOR TOP BRACKET OPTIONS
CENTER STILES
SEE SCH. 'A' �\
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
F_ — A
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
1 7'-3"
- - 1 3
CENTER STILE
1 7'-6"
5 SECTIONS 18" 1
p
II T-9°
4 SECTIONS 18°I1 SECTION 21°
OUTSIDE
8'
3 SECTIONS 18" 2 SECTIONS 21"
HANDLE
1 8'-3"
2 SEC ONS 18" 3 SECTIONS 21"
w
W-6"
1 SECTION 18" 4 SECTIONS 21"1
GENERAL NOTES
8'-9"
5 SECTIONS 21" - 1
9'
18" -
U
9'-3"
_6_SECTIONS _
5 SECTIONS 18" 1 SECTION 21" 4
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
n o a
4 SECTIONS 18" 2 SECTIONS 21"
°
9'-9"
3 SECTIONS 18° 3 SECTIONS 21"
10'
2 SECTIONS 18° 4 SECTIONS 21"
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.o
10'-3"
1 SECTION 18" 5 SECTIONS 21"
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1 10'-6"
6 SECTIONS 21"
# OF CENTER STILES
1 10'-9"
6 SECTIONS 18"I1 SECTION 21°
1 8'-0" TO W-10"
OPTIONAL VENTS
(3) 5" WIDE AT 7" O.C. MAX.
DENG. AREA NOT TO EXCEED 120 SQ. IN
� �-END STILE
I a
° LOCK BAR GUIDES
- INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
4 .18T X .6W LOCK BAR
- ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER STILES
I / b 11' S SECTIONS 18" 2 SECTIONS 21" OUTSIDE KEYED LOCK
1 11'-3" 4 SECTIONS 18" 13 SECTIONS 21OPTIONAL
11'-6" 3 SECTIONS 18° 4 SECTIONS 21"
1 11'-9" 2 SEC ONS 18" 5 SECTIONS 21"I LOCK BAR LOCKING SHOWN -
12' _ I SECTIONS 18" 16 SECTIONS 21" 5 ALTERNATE TO
P12'-3"'7 SECTIONS 21" - SPRING LOADED SLIDE BOLT 8'-0" TO 9'-10"
LOCKS SHOWN ABOVE
1 12'-6" 6 SECTIONS 18"12 SECTIONS 21"
12'-9" 5 SECTIONS 18"I3 SECTIONS 21"
13' 4 SECTIONS 18" 4 SECTIONS 21"1
13'-3" 3 SECTIONS 18" 5 SECTIONS 21"I
1 13'-6" 2 SECTIONS 18" 6 SECTIONS 21"
13'-9" 1 SECTION 16" 7 SECTIONS 21"I
14' 8 SECTIONS 21° - 1
14'-3" 6 SECTIONS 18" 3 SECTIONS 21"1
14'-6" 5 SECTIONS 18° 14 SECTIONS 21"1
4'-9b 4 SECTIONS IW -15 SECTIONS 21
115' 3 SECTIONS 18" 6 SECTIONS 21"I 6
15'-3" 2 SECTIONS_ 18'17 SECTIONS 21"
15'-6" 1 SECTION 18" 8 SECTIONS 21"
I. 15'-9" 9 SECTIONS 21'I- REFER TO SHEET 2
16' 6 SECTIONS 18" 4 SECTIONS 21" FOR U -BAR PLACEMENT
DOOR WIDTHS
m mImp m
10'-0" TO 11'-10"
DOOR WIDTHS
Lj
L OPTIONAL FLUSH FACE L A
WOOD GRAIN DESIGN
MAX. DOOR WIDTH
16'-2"
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
N
�o
drawing no.
1 13
�� d 201 M , P.r,111H+�n1.M 98-05�
12'-0" TO 13'-10" 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS - �' (sheet 1 of 6 I
DABDOORS
m
pp (CJI
p
11
0
0
824/811
IN LIEU OF #14 X 5/8" SMS
I
ao
m Li r
Z �
w
High
Oz
GENERAL NOTES
0 —
ON F=- 1X- F
Q N
U
I o0 W
C.0
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
n o a
0
CL ���
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
O Q w u u o
SCHEDULE
Q; O lai
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.o
z z z
O�
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
V
m
# OF CENTER STILES
DRESSING OR STUCCO.
0
d �w m 0
1 8'-0" TO W-10"
2
OaaOoi
a a a
110'-0" TO I1'-10'1 2
0.3t- I
o o � N i2 o 0
ti
N 0 N
tl1� v o o
=o =o
wo
a00w
o
5; f
wo
u, ZVI
= In = In
I N E M
J 0 M< J
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
z
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BUILDING CODE, TAS -202, TAS -201 81 TAS -203 FOR HVHZ AND
ASTM E1586-05/ASTIR E1995-09.
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CML
14'-0" TO 15-10"
FLA. PE IT 592 PRODUCT RDNEWED
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drawing no.
1 13
�� d 201 M , P.r,111H+�n1.M 98-05�
12'-0" TO 13'-10" 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS - �' (sheet 1 of 6 I
DABDOORS
INC.
_ J
Q a Q w
Hurricane MostercW
Model
824/811
IN LIEU OF #14 X 5/8" SMS
DESIGN PRESSURE RATING = + 48,0 PSF
m Li r
Max. Size 16'-2"
X 16'-0"
High
_
GENERAL NOTES
drawing no.
1 13
�� d 201 M , P.r,111H+�n1.M 98-05�
12'-0" TO 13'-10" 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS - �' (sheet 1 of 6 I
With Window Lite Option
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
DESIGN PRESSURE RATING = + 48,0 PSF
m Li r
THIS PRODUCT IS RATED FOR LARGE MISSILE
IMPACT - 52.0 PSF
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GENERAL NOTES
0 —
ON F=- 1X- F
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
I o0 W
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
n o a
'A'
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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SCHEDULE
CENTER STILES CONFIGURATION
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.o
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ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DOOR WIDTHS
# OF CENTER STILES
DRESSING OR STUCCO.
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1 8'-0" TO W-10"
2
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
a a a
110'-0" TO I1'-10'1 2
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
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112'-0" TO 13'-10" 3
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
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114'-0" TO 15'-10" I 4
5; f
115'-11" TO 16'-2"1 5
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
i
BUILDING CODE, TAS -202, TAS -201 81 TAS -203 FOR HVHZ AND
ASTM E1586-05/ASTIR E1995-09.
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Engr: J.4VAD AHMAD
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14'-0" TO 15-10"
FLA. PE IT 592 PRODUCT RDNEWED
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drawing no.
1 13
�� d 201 M , P.r,111H+�n1.M 98-05�
12'-0" TO 13'-10" 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS - �' (sheet 1 of 6 I
SCETION 4
SCETION 3
lSCETION 2 1 - — - ----
H_ SCETION 1 IHI
SECTION DOOR
HEIGHT RANGE 6'-6" TO 7'-0"
(3) U -BARS
SCETIGN s IG Illi �I IGI SII SCETION s tj
SCETION 4
SCETION 4
SCETION 3 ! ! I
SCETJON 3
SCETION 2
SCETION 2
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5 SECTION DOOR
HEIGHT RANGE 7'-6' TO 8'-0"
(3) U -BARS
SCETION 6 SCETION 6
SCETION 5 IF SCEnON 5
SCETION 4 l SCETION 4
SCETION 3 ! ! !! !! ! SCETION 3
SCETION 2 ! SCETION 2 r1
SCETION 1 III SCETION 1
r 6 SECTION DOOR u
HEIGHT RANGE 9'-0' TO 10'-3°
(4) U -BARS
SCE ION 7
_ G
! SCETION 6
f 1
f�
SCETION 5
�+ SCETION 4
SCETION 3
SCET
FY9#1IDim
7 SECTION DOOR
HEIGHT RANGE 10'-9' TO 12'-3°
(5) U -BARS
SCEDON 8
SCETION 7 TF II
SCEnON 6
8 SECTION DOOR
HEIGHT RANGE 12'-6" TO 13'-3"
(5) U -BARS
SCETION 9
II II II k -- SCETION 6 G 11
5 SECTION DOOR ! SCETION 7
HEIGHT RANGE 8'-3' TO 8'-9'
(4) U -BARS SCETION 6�
SCETION 5
r� �1� y SCETION 4
--- __�t) - (•1 4. �,, SCETION 3 it1-._�
SCETON 2 ,Of
- _ 5°ET1GN 1
9 SECTION DOOR
HEIGHT RA (6) W-YUARTO 15'-9"
66 SECTION RANGE DOORBADOOR �j
HEIGHT RANGE 10'-6° SCETION 10
RS
SCETON 9
SCETION 8
SCETON 7
SCETION 6
SCETION 8
SCETION 7
SCETON 6
SCETION 5
SCETION 4
SCETION 3
SCETION 2
SCETON 1
8 SECTION DOOR
HEIGHT RANGE 13'-6° TO 14'-0-
(6) U -BARS
Irl SCETION 5 l�
! SCETION 4 Fr 71
Engr. J.4VAD P.HMAD
!� SCETION 3 ii CIVIL
FIA. PEq '0592
SG
5 8
GET 2 ! /
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SCETION I
C. 3 0 201!
10 SECTION DOOR
HEIGHT RANGE 16'-0'
(6) U -BARS
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drawing no.
rr Kms, coal 98-
0 5
jsheet 2 of 6
16 GA. X 2-1/4" X 3/4" X 2"-- GALV. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
1 ST SECTION{BOTTOM
REINFORCING
STEEL TRACK BRACKET FASTENE
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED
HEX WASHER HEAD TYPE
SOUTHERN PINE
0.55 S.G.I
II
I
1
1-3/16" I
_ L— _
FLAPS BENT OVER PANEL
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GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
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W/ TWO # 14 X 5/8" S.M.S AND TO END STILE
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W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
1/2" X 1-3/4" X 16 GA -
OPEN TUBE
TOP & BOTTOM
OF EACH PANEL
INTERMEDIATE SECTIONS
REINFORCING
_ OPTIONAL STOP MOULDING
BY DOOR INSTALLER
D
H -_#14 X 5/8" SMS
6 PER HINGE
A 1/2" X 1-3/4" X .058" FORMED STEEL
-GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
<a^ 1-7/8" X 2-5/8" X .049" STEEL
e� CENTER STILE, GLUED AND RIVETED
i TO PANEL W/ (4) 3/16" RIVETS POP
2" MIN. # 14 X 5/8" S.M.S.
ED_'E �� r 4/ HINGE
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1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
L
.. 7-1/2" XIyIIDIIry..0r'50"
GALV. STEEL
CENTER HINGE
17/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE
SECTION B-8
N
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
O%
FLAPS BENT OVER PANEL
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® 4" D.C.
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16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE END STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
TOP SECTION
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7-1/2" X .071"_
END ROLLER HINGE
3/4" X 2" X 2-1/2" X .049" STEEL
_END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
r 024" STL. PANEL
I
1TSIDE OF DOOR
9
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
DISTANCE POSITIONED AT EYE LEVEL
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�3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
\ ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
`1/4-20 SS BOLT
& NUT
1.82" DIA. X .50" STEEL ROLLERS (STD.) \
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH .9" STEM
Engr. JAVAD AHMAD
FLA. PE iy 70592
30 2015
PRODt1Ct RENEWED
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(sheet 3 of 6 1
POP RIVETS
2" 2-3/4" X 5-1 /2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 % 5/8" S.M.S.
M. THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET -- -
W/ CREWS 8 % 3/4" HEX HEAD _
M. SCREWS &NUTS.
I\
i TOP BRACKET
(STANDARD) TOP BRACKET /
(OPTIONAL) J
LOW HEADROOM DOOR
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
\HORIZONTAL REINFORCEMENT
�1---- 1/2" X 1-3/4" X FORMED STEEL
\
.058"
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
2" X 5-1/2" X .104"
(2) 3/16" POP RIVETS
GALV. STEEL
FASTENED
W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
OR
GLUED TO PANEL AND FASTENED TO
-�
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
DENSITY = 2.0 PCF
--------N.O.A.
i 5/16" MEETING RIB
1.82" DIA. X .50" STEEL ROLLERS
OR
W/ .44 DIA. X 5" STEM
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
m
m
m
m
m m
Q
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II
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TRACK LENGTH = OPENING HEIGHT PLUS 12"
1
14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 7 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET AN
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK j
2-1/8" X 1" X .080"
SECTION A—A
DOOR I * SECTION HEIGHTS I BRACKET PLACEMENTS
HEIGHT 11STI2NDI3ROI4TH 5THI B1 82 B3 I 84 65 B6 87 88
6'-0" 118" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34 45 56" 67 — -
6'-6" 21" 18" 18" 21" N/A 1" TO 2"T1-3/4" 23" 1_34 45" 56" 67" — _—
7'-0' 21"121" 21' 21' N/A 1' TO 2' 11-3/4" 23" 34 45" 56" - 67'
8'-0" 28" 18" 18" 18" 28" 1" TO 2" 11-3/4' 23" I 34" 45" 56" 67" 78-1/4"
*—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
X 2.19" X 3.3" X .090"
EL TRACK BRACKETS
3/16" HIGH /
VNECTED TO TRACK WITH
1/4" BOLTS & NUTS.
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VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD PRODUCT RENEWED
CIVIL m coeylyin6 with the Flaide
FLA. PE # 70592
DA.N. 3538 VtCede
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98-05 I
(sheet 4 of 6 )
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1,05 PCF
N.O.A. #11-0926.07
A
OR
-
-�
ISO -25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
--------N.O.A.
#11-0926.06
OR
BY 'CFIIOFOAM NORTH AMFMCA'
- -
DENSITY = 1.03 PCF
N.O.A. #10-1129.04
OR
BY 'INSULFOAM 1_t C'
DENSITY = 0.92 PCF
N.O.A. #14-0311.08
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) # 14 X 5/8" SMS
_
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 39 KSI
-
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
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APPLIED TO BOTH SIDES OF STEEL
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12 GA. GALV. STEEL
- -
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5/8" SMS
BOTTOM SEAL OPTIONS
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SEE SHEET 5
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
m
m
m
m
m m
Q
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II
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TRACK LENGTH = OPENING HEIGHT PLUS 12"
1
14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 7 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET AN
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK j
2-1/8" X 1" X .080"
SECTION A—A
DOOR I * SECTION HEIGHTS I BRACKET PLACEMENTS
HEIGHT 11STI2NDI3ROI4TH 5THI B1 82 B3 I 84 65 B6 87 88
6'-0" 118" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34 45 56" 67 — -
6'-6" 21" 18" 18" 21" N/A 1" TO 2"T1-3/4" 23" 1_34 45" 56" 67" — _—
7'-0' 21"121" 21' 21' N/A 1' TO 2' 11-3/4" 23" 34 45" 56" - 67'
8'-0" 28" 18" 18" 18" 28" 1" TO 2" 11-3/4' 23" I 34" 45" 56" 67" 78-1/4"
*—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
X 2.19" X 3.3" X .090"
EL TRACK BRACKETS
3/16" HIGH /
VNECTED TO TRACK WITH
1/4" BOLTS & NUTS.
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DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD PRODUCT RENEWED
CIVIL m coeylyin6 with the Flaide
FLA. PE # 70592
DA.N. 3538 VtCede
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Awep11p//��lJuNo
2015 Mier 9d` Pmdrr �.�
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I drawing no.
98-05 I
(sheet 4 of 6 )
om �m
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2BY '-
WOOD BUCK-
'\I-1/2"
UUCK
1\1-1/2" MIN.
'EDGE DIST.
c
OPTION 'A'
AA
3�4"
N.
EDGE
DIST.
� o m
N O
1/4" DIA LAG SCREWS 2BY \\1/4" DIA. LAG SCREWS
AT 6" FROM ENDS WOOD BVUCK, 1� SAT 6" FROM ENDS
AND 11" O.C. MAX. I - AND 11" O.C. MAX.
I
cr
OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
5/16" X 1-5/8"
LAG SCREWS
AT 11" O.C.
ep -
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j
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
EDGE DIST.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per Ft
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 = 420.4 Lbs per Fl.
REINFORCEMENT
1/2" X 1 X .058"
#8 X 1" L FORMED STEEL
SELF DRILLING SCREWS
OR V8 X I-
3/16" 'RNEX' STEEL RIVETS DRILLING SCREWSETS OR
MULTIGRIP W/ DOME HEAD4� 3/16" 'RIVEX' STEEL RIVETS
AT 48" O.C. MULTIGRIP W/ DOME HEAD
REINFORCEMENT AT 48" O.C.
1/2" X 1-3/4" X .058"
FORMED STEEL 4 O L
W'STRIP ADAPTER
ALUMINUM � W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING RUBBER W'STRIPPING
050 b ___ .040
.224 .534 .700 b
348
1.750
1.7904
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
j WITH WASHER & NUT
AT 12" O.C. MAX.
1/16" X \2-1/2' J
FILLET WELDS V
AT 12" O.C. MAX.
REVERSE TRACK
TO STEEL
BOTTOM SEAL OPTIONS
ANCHOR SPACING
I ANCHORS
STRUCTURE
EMBED
SPACING EDGE DIST.1
1 3/8" HLC SLEEVE BY 'HILTI'
CONC.
1-1/4"
2"
3/ 8" CONFLEX BY 'ELCO'
FILLED BLOCK
2"
_ _8"
8'
3-3 "
4
1 3/8" DYNABOLT BY 'ITW'
CONC.
_
1-1/2"
g"
_
3"
13/8" POWER -BOLT BY 'POWERS -1 CONC.
2"
8"
2" 1
13/8" SLEEVE -ALL BY 'SIMPSONS'I GONG.
1-1/2"
8"
3" 1
CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
i
1-1/4" X 2-1/2" X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH S1DE
ALTERNATE TRACK INSTALLATION
EDGE DIST.
II 2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
En9r: JAVAD AHMAD
CIVIL
FLA. PE A 70592
C A.N. 38
0W5
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drawing no.]
98-05 j
sheet g of 6
w
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DOOR PANEL
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V
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#8 X 3/4" SMS
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7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
21 3/4"
MAX.
WDW. WIDTH
w 18 1/8"
a x o MAX.
3o N o D.L O.
3 0
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
1.7
o -.5D01
1.725
.250
�I
.800
* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
Lam;
I-
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS C'
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
L
DOOR PANEL
24 GA. (.024) STEEL MIN.
EXTERIOR
15/16" MIN. D.L. OPG.
GLAZING BITE
WINDOW WIDTH
Engr. JAVAD AHMAD
CIVIL
FLA. PE Y/ 0592
C.A.N. J5 is
�W L :Wiii�Gl
PRODUCT RENEWED
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Brlildiae Code
Acoept�oe No
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growing no.
98-05,
I sheet 6 of 6