HomeMy WebLinkAboutNOA - STEEL SECTIONAL GARAGE DOORMIAM 4100091pni 46-
311,11 P
BUILDING CODE COMPLIANCE OFFICE (B ' �'V�J�
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE i
DAB Door Company, Inc.
12195 NW 98`h Avenue
Hialeah Gardens, FL 33018
SCOPE:
This NOA is being issued under the applical
materials. The documentation submitted has
and accepted by the Board of Rules and Apr
where allowed by the Authority Having Juri
This NOA shall not be valid after the expira
Division (In Miami Dade County) and/or th,
to have this product or material tested for
perform in the accepted manner, the manuf
immediately revoke, modify, or suspend the
reserves the right to revoke this acceptanc
Division that this product or material fails to
This product is approved as described herein
Code, including the High Velocity Hurricane
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
)lelrules and regulations governing the use of construction
been reviewed by Miami -Dade County Product Control Division
eals (BORA) to be used in Miami Dade County and other areas
;diction (AHJ).
tion date stated below. The Miami -Dade County Product Control
AHJ (in areas other than Miami Dade County) reserve the right
quality assurance purposes. If this product or material fails to
acturer will incur the expense of such testing and the AHJ may
use of such product or material within their jurisdiction. BORA
e, if it is determined by Miami -Dade County Product Control
meet the requirements of the applicable building code.
and has been designed to comply with the Florida Building
Zone.
DESCRIPTION: 16'-2" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98-05, titled "Sectional Garage Door", dated 02/23/98, with
Revision F dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by
Arshad Viqar, 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 Division.
NIISSILE IMPACT RATING: Large and Small Missile impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 o%cur 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. j
i
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 # 09-0128.01 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.
I
NOA No. 10-0216.03
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
Page 1
DAB Door Company, Inc.
A. DRAWINGS
1. Drawing No. 98-05, titled "Sectional Garage Door", dated 02/23/98, with Revision F
dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Arshad Viqar, P11.
B.
C.
TESTS
1. Test Report on Large Missil
0
3.
"Sectional Residential Door
Testing Inc., Test Report Na
Rafael E. Droz-Seda, PE. I
Impact Test and Cyclic Wind Pressure Test, of
vith Windows" prepared by Hurricane Engineering &
HETI 03-1328, dated 07/15/03, signed and sealed by
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 07/15/03 signed and sealed by Rafael E. Droz-Seda, P.E.
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 10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA #105-0217.02"
1. 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 08/17/98,
signed by W. A. Jackson P.E.
"Submitted under NOA # 03-0210.04"
CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/18/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted underNOA # 09-0128.01"
D. QUALITY ASSURANCE i
1. Miami Dade Building Code Compliance Office (BCCO)
I
03 to j
arlos M. Utrera, P.E.
Product Control Examiner
I NOA No.10-0216.03
Expiration Date: July 21, 2015
E-1 Approval Date: March 31, 2010
I
I
DAB Door Company, Inc.
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-
Lexan Sheet Products, approv
2. Notice of Acceptance No. 07-
Insulfoam Expanded Polystyr
11/29/12.
3. Notice of Acceptance No. 07
Expanded Polystyrene Block
01/11/12.
4. Notice of Acceptance No. 0 �1
Dyplast ISO -CI Polyisocyanlu
01/11/12. 1
D5.02, issued to SABIC Innovative Plastics, for their
on 04/24/08 and expiring on 07/17/13.
16.07, issued to Insulfoam, LLC, for their
e Insulation, approved. on 11/29/07 and expiring on
107.08, issued to Dyplast Products, LLC, for their
ype Insulation, approved on 02/28/08 and expiring on
1.10, issued to Dyplast Products, LLC, for their
Insulation, approved on 06/07/07 and expiring on
F. STATEMENTS
1. Change of engineer letter issued by Al-Farooq Corporation, dated 01/08/10, signed
and sealed by Arshad Vigar, P.E.
2. No change to product letter issued by DAB Door Company, Inc, dated 02/09/10,
signed by Roseanne Berger.
1. Statement letter of code conformance issued by Al-Farooq Corporation, dated
12/04/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement letter of no finl ncial interest issued by AI-Farooq Corporation, dated
12/04/08, signed and sea�ed by Humayoun Farooq, P.E.
"Submitted under NOA J# 09-0.728.0.1
)D
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No:10-0216.03
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
E -2
PUSH NUT
p
TOP FIXTURE 5-1/2" % /16-1 % S W OPTIONAL DOOR VIEWER
STEEL PLATE WITH ONE 5/16-16 MS W/ NUT
TO BE INSTALLED AT
o
� N
7-1/2" X 3" X .071"
GALV. STEEL END ROLLER HINGE
FASTENED TO END STILE WITH
ANY CENTER STILE
(6) J14 X 3/4" SELF DRILLING SCREWS
O W/ (6) y14 % 5/8' SMS 00
m
7-1/2" X 2-1/4" X 18 GA. p 0
CENTER STILES
SEE SCH. 'A' r y A
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GALV. STEEL CENTER HINGE
p W/ (4) #14 X 5/8" SMS O
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LOCK
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SPRINGFASTENLOADED
BOLT LOCK (BOTH 51OE5)FASTEN
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5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORSMEE
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DIA. GALV. AIRCRAFT -TYPE_
.158
CABLE h NICO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
_
STEEL PLATE
WITH (4) f14 X 3/4" LJ O 1 p io
W
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SELF DRILLING SCREWS
-'
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BRACKET
BRACKET
I
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION01
—
w m
DOOR HEIGHT
CONSISTS OF
6'-6'
2 SECTIONS 18"
L SECTIONS 21'
1 SECTION 18"
3 SECTIONS 21'
7'
4 SECTIONS 21'
-
7•_3•
_
_
7'-6'
S SECTIONS 18'
-
7'-9'
4 SECTIONS 18'
t SECTION 21'
B'
3 SECTIONS 18"
2 SECTIONS 21"
8'-3.
2 SECTIONS 18'
3 SECTIONS 21'
8'-6'
1 SECTION IS'
14 SECTIONS 21"
8'-9'
S SECTIONS 21'
-
9'
6 SECTIONS 18"
-
9'-3'
5 SECTIONS 18'
1 SECTION 21"
9'-6"
4 SECTIONS IS"
2 SECTIONS 21'
9'-9'
3 SECTIONS 18'
3SECTIONS 21'
10'
2 SECTIONS 18'
4 SECTIONS 21"
10'-3'
I SECTION 18'
S SECTIONS 21'
10'-6'
I6 SECTIONS 21'
-
10'-9'
6 SECTIONS 18'
1 SECTION 21'
11'
S SECTIONS 18'
2 SECTIONS 21"
1l'-3'
4 SECTiDNS 18'
3 SECTIONS 21'
11'-6-
3 SECTIONS 18'
4 SECTIONS 21'
It'-9'
2 SECTIONS 18"
S SECTIONS 21'
12'
1 SECTIONS I8'I6
SECTIONS 21'
12'-3'
7 SECTIONS 21'
-
12'-6'
6 SECTIONS IB'
2 SECTIONS 21"
12'-9'
15 SECTIONS 18'
3 SECTIONS 21'
13'
4 SECTIONS 16"
4 SECTIONS 21"
03-
3 SECTIONS 18"
5 SECTIONS 21-
13-6'
2 SECTIONS 18'
6 SECTIONS 21'
13'-9'
1 SECTION 18"
7 SECTIONS 21'
14'
8 SECTIONS 21"
-
14'-3'
6 SECTIONS 18'
3 SECTIONS 21'
14'-6'
S SECTIONS 18"
4 SECTIONS 21'
14'-9'
4 SECTIONS 1B-
5 SECTIONS 21'
IS,
3 SECTIONS 18'
6 SECTIONS 21'
15'-3'
2 SECTIONS IB'
7 SECTIONS 21'
15'-6'
1 SECTION IB'
B SECTIONS 21'
9 SECTIONS 21'
-
16'
6 SECTIONS 18'
4 SECTIONS 21'
% 3-1/8' X .010"
Z
yrnp t
<m
STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE
STEEL L .y A
1=
o z ��
WITH (4) 814 % 3/4" SDS (3) 5" WIDE AT 7T O.C. MAX. w000 GRAIN DESIGN
Ll
p 2 ,n
OPTIC. AREA NOT TO EXCEED 120 SO. IN.
_ _ MAX. DOOR WIDTH
W
Ul
Ld o
m on Ld
J
CENTER STILE _ 16'-2"
Q t� Q
OUTSIDE END STILE INSIDE ELEVATION DAB DOOR MODEL 824
`—
^ _
HANDLE RAISED PANEL EMBOSSED DOOR MAX. SIZE 16'-2" WIDE X 16'-0" HIGH
24 GA. ROLL FORMED STEEL
a
LOCK BAR GUIDES DESIGN PRESSURE RATING = + 48.0 PSF
B
g
INSTALLED ON END STILE - 52.0 P$F
i
$ 8 i
WITH (4) d14 % 5/8" SMS
C
o s
o
Q THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
4
r s
a
m o
18T X .6W LOCK BAR
GENERAL NOTES
5
j
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
CENTER STILES SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
5m
u
g
CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
,: d
u
z
OUTSIDE KEYED LOCK DOOR WIDTHS / OF CENTER STILES HIGH VELOCITY HURRICANE ZONE.
LOCK BAR LOCKING SHOWN Rm ®® ® 8'-0' TO 9'-10' " 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
TO BASE MATERIAL SHALL BE BEYOND WALL
ALTERNATE TO LOCKS SHOWN ABOVE ANCHOR EMBEDMENT
10'-0' TO IV-f0" 2 D
DRESSING OR STUCCO.
m
4
1'-0' TO 13'-10' 3
B'-O" TO 9'-10" 14'-0' TO 75'-10' 4 3. ALL BOLTS, NUTS AND WASHERS SMALL BE ZINC PLATED CAR80N STEEL.
a
m
m
_ _I
DOOR WIDTHS 15'-11' TO 16'-2' S 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
c
m
THESE DETAILS ARE NOT PART OF THIS APPROVAL
m
�-
o
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
Engr, ARSHAD HOAR
ti
j
CIVIL
FV. PE / 38863 PRODUCFRMWED
I...
10'-0, TO 11_10, _I 14'-0" TO 15'-10" -,I CAN. 353E M eonlplyft 1v11b ft ila &
DOOR WIDTHS DOOR WIDTH,S� codo�
j
IT IT IT IT
dro.ing no.
98-05
��12'-0" TO 13'-10��-0" TO 13'-10" �15'-11" TO 16'-2" DIV61P
Shea! 1 0l $
DOOR WIDTHS DOOR WIDTHS AN 0 ;{ ZQ�Q
16 GA, X 2-1/4" X 3/4" X 2"
CALV. STEEL U.BAR REINFORCING TRUSS
0 TOP OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
d14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR 114 X 3/4" SELF DRILLING S.
O
16 GA. X 2-1/4" X 3/4' X 2-
GALV. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
014 X 5/8' S.M.S. AND TO END STILE
W/ FOUR 014 X 3/4' SELF DRILLING S.
_ I 1/2X 1-3/4' X 16 GA
��— OPEN TUBE
TOP &BOTTOM
--OF EACH PP=EL
WITH 1/8" X I' S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM)
REINFORCING
OPTIONAL STOP MOULDING
BY DOOR INSTALLE
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16- X 1-5/8- LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.1 - Q
1.9" X 2.19' X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
2-1/8" X I- X .078-
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1d4-20 X 5/8" TRUSS HD.
LOTTED M.S. & LOCK NUT
INTERMEDIATE SECTIONS
REINFORCING
014 X 5/8" SMS
6 PER HINGE -
1/2- X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16- POP RIVETS -
1-7/8" X 2-5/8- X .049" STEEL
CENTER STILE. GLUED AND RIVETED
[TO PANEL W/ (4) 3/16" RIVETS POP RIVETS
4 14 X 5/8' S.M.S.
1 1 r 4/ HINGE ' '
16 GA. X 2-1/4' X 3/4" X 2'
GALV. STEEL U.BAR REINFORCING TRUSS
TTRUSS 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 SCR.
24 GA. S
FLAPS BENT OVER PANEL
1/2- PUNCHED HOLES
0 4" O.C.
16 GA. X 2-1/4" X 3/4" X 2" O
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO 8 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR 114 X 3/4" SELS DRILLING SCR.
3/I6" POP RIVETS
1
AT 4- O.C.
161 FOR 21" STILES
(5) FOR 18" STILES
TOP SECTION
REINFORCING
X 2" X 2-1/2" X .049" STEEL
STILE. CONNECT TO PANELS WITH
' AND (5) OR (6) 3/16- ALUM RIVETS SOLID BRASS DOOR VIEWER
DETAIL ABOVE
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
EDGE POSITIONED AT EYE LEVEL
DISTANCE
T
�1-3/16j�
1 3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONIC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
E,11: ARSI. WOAR
CML
FLA. PE i 36863
C.A.N.38
YI 7-1/x .1/4-20 SS 80,
EELi INTERIOR SIDE I & NUT
J GALV. STEEL 7_i/2• X .071'J
7/8" PUSHNUT CENTER HINGE END ROLLER HINGE
INSTALLED ON ROLLER SHAFT SECTION B-8
1.82' DI0. X .50" STEEL ROLLERS JAN p g 2010
W/ .44 DIA. X 5- STEM
Of CD
0
0 M
0 L1M
Q 4
a U= +
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VRO(11M.T RENEWED " 33
0o mpiyLBRidkDo Flogswam cob
c I 3
No Zl .d3 .• .. k
�6li�AoBtiOo�d drawing no
��� 98-05
RIVETS5/16' X 1-5/8' LAG SCREWS
INTO WOOD OR
2•
X 5-t/2' % 3' % .104'
SLEEVE ANCHORS
/POP
GALV. S
GALV. STEEL WITH I-1/4"
"
EMBED INTO MASONRY
EMB
TOP ROLLER BRACKET (DOUBLE)
3 PER BRACKET
FASTENED W/ (6) R 14 X 5/8- S.M.S.
-
.090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4"
X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET- WELDED TO I-t/2' X 1-1/2'
% 14 CA. ANGLE
M. SCRITSHEX HEAD
EWS& NU.
FASTENED TO TRACK
_
WITH (4) 1/4-20
SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2% 1-3/4' X .058" FORMED STEEL
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) R 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
CLUED TO PANEL AND FASTENED TO
VERTICAL. STILES WITH
----
—
(2) 3/16- POP RNETS
5/16'- MEETING- RIB__
_
1.82' DIA. X .50' STEEL ROLLERS
W/ .44 DA X 5" STEM
z¢
OPTIONAL INSULATIONS: Z
__
S
BY 'DYP err PROD CTS o
m
m
"
EPS-EXPANDED POLYSTYRENE
DENSITY a 1.05 PCF
N.OA 907-1107.08
m
OR
ISO-25 POLY-ISOCYANURATE
DENSITY n 2.0 PCF
m
007-0301.10
OR
OR
'INSULFOAM
- BY LLC'
DENSITY - 0.92 PCF
m
N.OA #07-1016.07
14 CA GALV. STEEL
m
ROLLER HINGES FASTENED
® W/ (6) 9 14 X 5/8" SMS -
m
- MIN..024" ROLL FORMED STEEL PANEL
m
- DRAWING QUALITY G-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
_ POLYSTER PAINTED TOP COAT
_TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
N
12 CA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) 1 14 X 5/8" SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8' X 1' S.M.S. O 48' O.C.
AND RUBBER WEATHERSTRIPPING
SECTION A —A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REDD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
I _=TRACK
A— J
PFNINC HFICHT PLUS 12'
1.9' X
STEEL
14 CA. GALV. STEEL TRACK
2 X 2 X 1/0" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3' O.C.
�Y
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
m
AND TO SPRING S/HAFT GUIDE WIT
O FF
h
1/4-20 X 5/8" & NUT
Z
(2) BOLT
Q N
IL
OW
O
08 n
VERTICAL TRACK
2-1/8' X 1" X .080'
SECTION A —A
V O '4
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to
U. N - o
DOOR
• SECTION HEIGHTS
BRA
HEIGHT
1ST
2ND
3R0
4TH
5TH
B1
B2
B3
B4
85
B6
87
B8
6'-0"
18"
18"
18"
18"
N/A
1'
11-3/4"
23'
34"
"
56"
67"
-
6'-6"
21"
I8"
18"
21'
N/A
1"
11-3/4"
23"
34"
56"
67'
-
7'-0"
21
21"
21"
21-
N/A
1"
11-3/4"
23'
34"
145"
56"
67"
-
7'-6"
18'
Ia"
18'
18'
I8"
1'
11-3/4"
23'
34'
56"
67"
78-1/4"
8'-0"21"
18"
18"
18"
21"
1"
11-3/4"
23"
34'
56"
67"
78-1/4"
•-]GUIIUNn ML NUMtltKGU SIAKIINIs Al IKG CUIIUM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
D TO TRACK WITH
BOLTS & NUTS.
VERTICAL
LIFT HIGH
LIFT STANDARD
LIFT LOW
HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
En9r: ARSHAD VKNW
CIVIL
PROTDUCTRENEWE0
FLA. PE 1 3S063
as00@�%ft WIt�tLe Flaida
CAN. 3539
BI+��O .03
Acolp.�orsT4o
AV,
JAN U 8 Z010
E%paanoM—
Pdomd MIIEI .atrlyd
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J mm L5 ..
C3 N = r
drawing no.
98-05
W000 FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
-WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY DEOUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO 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 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 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
3/8LDT BY 'ITW' WITH SPACING OF
21' O.C. INTO 30DO PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3' MIN. EDGE DISTANCE
3/6" HLC SLEEVE BY 'HILTI' WITH SPACING OF
10' O.C. INTO BLOCK WALL. WITH 1-1/4" MIN. EMBED. 4' MIN. EDGE DIST
11' O.C. INTO 3000 PSI CONCRETE. WITH 1-1/4' MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR 6 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16' X 1-5/8'
LAG SCREWS
- STEEL R RS
AT 11' O.C.
MUST SUPPORT HE LO DS IMPOSED
BY DOOR SYSTEM
5/16' DUL BOLTS
_
-WITH WASHER k NUT
1s •
I AT 12' O.C. MAX.
1-1/4 X 2-1/2' X 14 CA
CONT. STEEL ANGLE
12 GA GALV. STEEL
FLAT BRACKETS :EY 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
SIDE
ANCHOR SPACING
ANCHORS
5_11E
EMBED
SPACING
EDGE DIST.
3 8' HLC SLEEVE BY 'HILT
CONC.
1-1 4
g'
2'
3 8' HLC SLEEVE BY 'HILTI'
FILLED BLOCK
3 B=DYNDOLT BY RW
CONC.
1-1 2
8'
3'
1 2' DYNABOLY=RW_
TB
IFILLED BLOCK
1-7la-
g•
1 4•
3 8 POWER -BOLT BY POWERS
-CONC.
2'
8'
12'
3 B SLEEVE -ALL BY SIMPSDNS
CONC.
1-1/2-
3•
/CONCRETE 1'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN.
1-1/2-
2-1/8- X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-2OX5/8' TRUSS HD.
SLOTTED M.S. k LGCK NUT
CML
FlA PE / 38863
CAN. 3538
JAN 0 8 2010
a
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N
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drawing no.
98-05
1511 250PLASTIC COMPLIES WITH
DOOR PANEL SECTION 2612 OF FBC 2007 m
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE
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I II AND 7' O.C. MA%• WOW. WIDTH
OR
18 1/8' RIGID PVC ONE O PIECE A N INJECTION RIGID PVC ONIEE PIECE AINJECTION
I (4) j8 X 3/4' SMS d x O MAX,
I 0 1-3/8' FROM ENDS \ is J
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I AND 6-1/2' O.C. MAX, 3i o
0
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T
(4) /6 X 3/4- SMS INSIDE ELEVATION
O 1-3/8- FROM ENDS
i 111 AND 6-1/2' o.c. MU.RAISED PANEL EMBOSSED DOOR WITH WINDOWS
O I 08 % 3/4' SMS
B j III i I O 3/8' FROM ENDS .175 % .062 DEEP
/ I j AND 4-1/2' O.C. MU. GROOVE
(8 X 3/4' SMS / \
O 3/8- FROM ENDS - ___-
AND 7' O.C. MAX. r-
___-_ ___________ Ei ARSHAD VICAR
7/16' CIA, WASHER - - - - - - - - - - - - - - - - FLA PE 38853
��`� ----------- CAN. 3538 -*1
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
DCOR PANEL 15/16- MIN. 2OIO I p
24 GA (.024) STEEL MIN. GLAZING BITE D.L. PG.
J Ilniy'
n
i
drawing no.
98-05