HomeMy WebLinkAboutNOACQIINJY .. •_ .. _
DEPARTMENT OF REGULATORY AND ECONOM
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE C .ACCEPTANCE (NO)
DAB Door Company, Inc.
12195 NW 981D Avenue
Hialeah Gardens, FL 33018
SCOPE:
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
(RER) Miami; Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
�- Ra
- t a SCANNED
BY
MAR 2 7 2917 St. Lucie County
This NOA is being issued under the applicable rules and regulations governing the dstFa ilo`tiAhation materials. The
documentation submitted has been reviewed and accepted by Miami -Dade Cou*•19i4 utBC5Wol 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 with: the u9c:iaa. yw i :w i rw' t .z ri " - -' ^ " ` - once, if it is determined
F J g.... ., accapt
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 Master® Model824/811 Steel Sechoual Garage Door lb"2 `Wide with
Window Lite Option (DP #3$0, =44A ESk j
APPROVAL DOCUMENT: Drawing No. 02-21, titled 1124 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision K dated 03/0912015, sheets i through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, 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 cbange
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 bden 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 NOR 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 # 14-0814.10 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.
PTOA No 15'-0304 01
MIAMI•DADE COUNTY Expiration Date: July 21, 2020
Approval Date: April 23, 2015
is
G4lI</ Page 1
DAB Door Company, inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision J dated 1110 7/2014, sheets I through 5 of 5, prepared by Ai-
Farooq Corporation, signed and sealed by Javad Abm ad, P:E.
B. TESTS `Submitted under NOA # 11-0414.12"
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-07-4200, dated 05/02/2007, signed a..' szZ'='
by C�refido F. Font P.E.
T
Pressure
Test per FBC, TAS 2011-94, of "DAB 824 . .."1 Residential Ca.— Door", prepared •,
Hurricane Engineering & Testing Inc., Report No. T1it 1141.3204, datGU V i'M2011, sigueu
and sealed by Candido F. Font, P.E.
3. Test R�ycY an Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared b)• Hurricane Engineering & Testing Inc, Report No. HEM-11-T100, dated
01/21/2011, signed and sealed by C .Mdo F. Font, P �.
"Submitted under NOA # 05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional
Residential Door wr`N. indows", prepared by Hu- Cane Engmeermg & Tee sti.ng Inc, Report
No. DTI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Report P:o. HE':I 03-1329, dated 07/1512003, signed
and sealed by Rafael E. Droz SeJa, p
5. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door {skin)", prepared
by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/3l/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 08/1711998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07124/2014, signed and sealed by Javad Ahmad, P.E.
a416f���
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA # II-0414.12"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0
2n07, Fated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
'• -- : `:z`i^ =!culations prepared by Al-Farooq Corporation, complying with F.B.0
J7, cairn; :'2r , .. s1g zd and sealed by Humayoun Farooq, P.E.
"Submitted under CA xr Ui-v1Go-,V2`
SITT ' L>TYlA1i
TT-7 . 0.Q."'.^�
J1. �Vlt
1. Miami -Dade Department of Regulatory and Economic Resources (REK)
c. fYiATERIAL C-ERTUTCATIONS
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 ecepta e :o. 14--0331.03, issued to unse lfoarn, LLC, . :r their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notica of AceeFmncz No. 1i-0926.07, issued m Dyy'lasr P.cdiiCr---, LLC, I- -.*r Expanded
Polystyrene Block Type Insulation, approved on 11/10/201' 1 and expiring on 011/11/2017.
4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ITSO-Cl PolyisocyanUr-ate insulation, appro-red on 11/10r2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polys y.ene Block insulation, approved on 02/24/2011 and expiring on 02i24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
A S 11,11 Gi55 of `r1V1C Extimsion Material prepared by H-anicane Engineering &
as'.ri „ llic., R opvA 110. =. T., V TA-V VL, dated G9/27/2004, 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 Eng veering & Testing Inc., Report No. HETI 04-T251, dated 11/29i2vuti signed
and sealed by!. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REILAU 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. Doidan, P.E.
F. STATEMENTS "Submitted under _NOA_ # 14-0814,10"
1. Statement letter of code conformance to the 54' edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
ProducbControl Examiner
NOA No. 15-0304.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
7-1/2' % 2-1/4' X 18 CA - PUSH NUT TOP fl%tURE 5-I / GALV. STEEL CENTER HINGE '�O /2" X 2-J d' X 0.1"
W/ (4) NIA X 5/8• EMS
STEEL PLATE WITH ONE 5/16-IB MS W/ NUi OPTIONAL DOOR VIEWED
WITHOUT DELRON SLEEVE (sTD3 1 FASTENED TO END STILE WITH TO BE INSTALLED AT
p p `JI (0) N14 % 3/4" SELF DRILLING SCREWS ANY CENTER SD LE
2-1/2' X 3" X .021" GALV. STEEL I SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE I
W/ (6) N14 X 5/8" EMS -I CENTER STILES /
Wl➢10UT OELRON SLEEVE (STD.) SEE SCH. 'A'1'- t (' A EI
0 2-1/2" X 2-1/4" X
CAL¢ STEEL CENTER
° VI/ (4) N14 % 5/8"
WON DEMON SLEEVE
°
CENfTER HINGE
2-3/4w X 5-5/8"H X .090•
STEEL PUTE, 1-3/8"
WITH (3) NIA X
SERE DRILLING SC
BE
DRACKET
STU. LIFT DOOR
DODO
xG6x
wNSISTS Of
TOTAL A of
W CAR AT
C. BOOR
fi'-6'
2 Sw110N5 IB'
R SECTIONS 21'
-
OW
I STEVEN IB•
3 SECTIONS 2_P
T
T SECTIONS III'
-
V-6.
5 SECTIONS Is.
-
T V
4 SECTORS IB•
1 SECTION 21'
0'
J SECTIONS TO-
2 SECTIONS N•
SECIION5 18'
J SEm10N5 21-
0'-0'
I SECOON 10•
A SECTIONS 21•
CTIONS 21'
CTIONS To'
-
B'-J'
CTORS TO-
I SECTION 21"
5 6'
BIION4 10'
R SEC xpNS 21-
9'-B'
CRCD5 TO-
3 SECTIONS 21"IW
CTORS IB'
4 SECTORS 2r
10'-J'ON
IB-
S SECN011S 21'10'-0'
CTIONS 21-
r-EVIONS
-
le9'
TIONS 10'V
0 I'
NS 0
2 SECTIONS 21'3'
TIONS 10'
3 SECTORS
I6-
11ilON9
i SECTION$ 21II'-0-
ORS IB'
5 SECTIONS 21-IT'
TIONS 18.
8 SECTIONS 2V
12-T
1 SECTIONS 21-
-
12_-6-6'
0 SECTIONS TO.
2 SECTIONS 21'
'
3 SECTIONS 21-
4 SECTIONS 21'
J SECTIONS IB'S
SECHON9 21
2 SECTIONS 10
6 SECTIONS 21•
1 SIGNED IB'
aSFCRONS 21"5
SECTIONS 21'
0 STORMS IB'
O�SECUONS 2r
1%,
5 SECTIONS I8'
1 SECTIONS 21-
4 SECRONS I8'
S SECTIONS 2r
J SEC110.Y5 10'
BR%TIONS 2r
.
2 SaNONS IF
T SECTIONS 221-
'
ISECTION10'B
SECTIONS 2r
'
0SECTORS 21•
-
0 1EC11— 10
1 SwiIONS 21'
W X .15 TIIR. IATCH"" -
SCK
RED SLIDE BOLT (BOTH SIDl'S1
/ (4) N14 % 1/2' S.M.S.
TICK ENGAGEMENT
0 SECTION 'CEO REGMOING
ITS
f- URACKEI
LOW HEADROOM
DOOR OPTION
7-7/8' X 3-1/0" X .010"
STEEL PLATE
WITH (4) 9I4 % 3/4' SOS
CENTER STILE
. I
--
i
tZ
�..=.J
L
STILE
IBT LOCK OAR GUIDES
INSTALLED ON ENO STILE
WITH (4) N14 X 6/8" EMS
9 OT X oW LOCH CAR
IN
ENGAGES IN OF
ON EACH STD[E OF DOOR
QLIIaIQE KEYED I OC 'CENTER STILES
opnoNAI
LOCK BAR OC L NNG SHOWN
ALTERNATE TO
BORING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE 0'-0' TO 9'-IO" -�
DOOR WIDTTIS
9030m
10'-0" TO 11'-10'
DOOR WIDTHS
' O.C. MAX. L,_UPTIONAL FLUSH FACE
MAXDOOR WlDlll
TO EXCEED 120 SO. IN, WOOD GRAN DESIGN L --A
. ._..
IN ID VATION DaD DOORS INC.
RAISED PANEL EMBOSSED DOOR Hur J.JlO MO6L0F'M Model 824/811
Mox. Sine I6 ite % ion High I
Wllh Window Life Option
JI
NIA % 3/A" SELF DRILLING SCREWS LIAY
IN LIEU OF N14 % 6/0" SMS DESIGN PRESSURE RATING = + 36.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPAC71 CC 44.0 PSF
L THIS PRODUCT HAS DECO DESIGNER 'WED TO COMPLY WITH DIE
REOUWEMENTS OF THE FLORIDA BUILDING CODE (FOCI FIFTH EDITION (2014)
SCHEDULE W INCLUDING HIGH VELOCITY HURRICANI. ONE (IMR).
CENTER STILES CORFICNMIION
BOOR EDNI5
I OF CENTER STIMS
6' -0- TO B'-10'
2
0• TO II'-10•
0.
IT
TO IS'-10'
4
---
DOOR WIDTHS
2. ANCHORS SHALL DE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
0. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATEN CARBON STEEL,
4. ANCHORING OR LOADING CONDITIONS OTHER TIRAN THOSE SHOWN IN
TIIESE DETAILS ME NOT PART OF THIS APPROVAL.
5. A LOAD OURAIION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
8=
O ga4
10 d n
PRa�O�OOL EN.�.LTBn1kEFN D lI
52
zo(s drawing llB.
I
E
STEEL Di
5/I6' %
LIE% W
SOUTHERN PINE
0.55 SCE -\ •°• T
1.9' % 2.19' % ].J" IT .090,
STEEL TRACK UUCKETS
SEE SHEEE D FOR SPACING
2 CA % G-5/16' % I-1/Y (OPTIONAL)
FASKRE0 TO BUCK PLATES
W/ /4 ' muss RD
LOHE0Mk LOCK .
NUT
TO
24 M STEEL
BLIMPS DENT OVER PMEL-\ !
�yl
1/2" PUNCHEDHOLES / 0i
a^ D.C.
a I
3/I6" POP RIVETSl
AT 4" O.C.
(fi)) MR 21' STILES
(5) MR 18" STILES
OPTONAL SNP MOULDING
RY DOOR INSTALLER
B 14 % 5/8" SMS 3/1 % 2" % 2-1/2' % M49" SIEEL
0 PER HINGE EL _END STILE, CONNECT 10 PANS "III
I FLAPS MD (5) OR (6) 3/I6' ALUM RIVETS
1/2' % 1-0/1' % .058" 10811E0 STEEL SEE DETAIL ABOVE
-CLUED TO PANEL MO SECURED TO
END S11LE WITH (4) 3/10" POP RIVERS
1-1/8" % 2-5/1" % .041' STEEL EDGE _,1
CENTER STILE, OWED AND RIVETED j OSIANCE
TO PANEL W/ (4) 0/Ili' RIVETS 3/16-
ff 14 % 5/0" S.M.S. POP RIVETS-
1 i 4/ HINCE I I \ A• M e `�• J
i ma
gi pl-i-Now-m-L
7 A. I •D5D` INTERIOR SIDE )-1/2' %.D)I^
AW. SIEEL END ROLLER SINCE
CENLEfl HINGE'
1.82' CIA. % .50' STEEL
ED ON 1.62'.75 CIA. %.50".60 NYLON ROL
EO ON ROLLER SIIAIT 2.)5' DIA. % .50' STEEL ROL
SECTION B-B 2.75- DIA %.50" NYLON ROL
STILE 1
.024" STL PANEL.
DmsO[ 01 DDD qyJ
D.
4 -9
�S01,ID BRASS DOOR ........
BY 'SCH(ACE SECURITY HMDWME
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE C
POSITIONED AT EYE LEVEL
ANCHORS AT TRACK ❑RACKEE:
1/11' M. POWER -POET BY 'POWERS'
A) 2' MIN. [NEED INTO CONCRETE (0000 PSI MIN.)
2" LAIN, EDGE DISYMCE
t /R' Re_ HLC SL 1EVE BY 'SILL'
B) 1-1/4^ MIN. EMBED INTO CONCRETE Oil FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4' MITI. EDGE DISTMCE INTO FILLED BLOCK
CONCRETE 1'R - DOOD PSI MIN. Ali
C-90 CROUI FILLED CLOCK Fm - 2000 PER MR. 'R
ME OR
ORACKET
T J FOR BUCKET SPACWG
1-20 SS BOLT
NUT
02-21
RMIS
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
5/Ifi' % 1-5/8' fAG SCREWS INTO WOOD OR
i-1/2- % ]- X .101
L EEWE ANCHORS
WITH 1-1/4' EIMBEOWIO MASONRY\
OPACKEF ON EACH SLOE
3 PER BRACKET
�/ (6) 1 14 % 5/8' SAH.S. -
IALV. STEEL ApNSTABLE
STENED IS BRACKET
2-1/2" X 4-1/4' X 13 GA. STEEL PULES
1-18 X 3/4' HE% HEAD
AS k NUTS
WELDER TO I-I/2' X 1-1/2' % 14 OA ANGLF
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT k NUTS
TOP BRACKET
(STANDARMD)/-
D) TOP BRACKET
(OPTIONAL /
LOW HEADROOM o0D
. REINFORCEMENT
3/4' X .050' FORMED STEEL
PANEL ANO FASTENED TO
ALES WITH
POP RIVETS
1 2' % 5- /I" X .104-
FASTEREO W/ l) Y 11 % ALV. SHIM
I5
TOPP HOLLER DRAGNET
FORE
LOV!IIFI➢ftODN BOON OPDON
(2) 3/16- POP RNETS
i/I6" MEETING RM
PIASRC/STEEL ROLLERS
1.82' CIA, X .5D"
W/ .44 CP. % 4-1/4- STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYNENE
OENSIIY a 1.05 PCF
NVA. 111-0926.07
OR
ITT *GEMOFOA A NORTH AM MrA
DENSIFF a I.03 PCF
N.OA 110-1129.04
OR
BY'INSUIFOAM lip,
DENSITY - 0.92 PCF
N.OA 114-031I.08
14 CA. GMV. STEEL
ROLLER HINGES FASTENED
W/ (A) 1 14 X 5/8' SMS
EIIN..024- ROLL FORMED STEEL PANEL
OMWIMO QUALITY C-40
MIN. YIELD STRENGTH - 39 KSI
WON POWER AND BAXED-ON
POLYSEER PRIMED TOP COAT
APPLIED TO 00711 SOB OF STEEL
12 DA CALV. STEEL
BFAMINEV
/ (4) 1 114 Y 51W SMS
OPTIONS
1-1/2- X
HORIZ. TRACK SUPPORT. F01
CENTER SUPPORT NEED. ON DOORS YATH(
EXGEE01NG 8 FT. IN HDCHR-- 2'
DOORS O v
14 OA OALV. STEEL TRACK
WI7H 1W0 WELDS AT
A J I FIRST AT 3' D.C.. I
VERTICAL TRACK_ - -
2-1/9" X 1- X LOBO'
SECTION A —A
,OR
- SECVCN HEIGHTS I BRACKET PLACEMENTS
HOCIIT
IST
GAD
ME
4114
57H BI H2 33
84
85
06 B]
OB
e'-0'
6_6"
IB'
21"
IB°
18'
18'
10"
18'RN/A-
21'TO
2' 11 -3/4" 23'
2' I I-3/4" 23'
34.
J{'"u6'
15'
56' B7'
6)'
21`
21'
21"
21'TO
2° 11 -3/4"• 23'
34'
45"
6' G7')'-C
18`
10'
IB'
IB"TO
2' 11 -1/4"I
23'
_
34'
45°
56" 67"
]0-1/4'
B'-0'TO
2"JI-3/4"
23"
SA"
45°
56' 8]"
]0
COO AXL RE THAN FT.
HIGH,
/M SPC ADDITIONAL
FOR DOORS MORE THAN 8 Fi, HIGH, USE ADOILIONAL TRACK BRACKETS AT 10" O.C.
D TO TRACK WITH
BOLTS k NUTS
m � /
Elm/
TRACK CONFIGURATION
VFRn AL LIFf HIGH LIFE STANDARD LIFL IOW HEADROOM
DOUBLE TRACK
AVAIIAHLE. TRACK OPTIONS
/OWII19 no.
02-21
MIN.
d
w0o0 001 . I-�I \I` AND615'1 CE MA%CWS I W000
6• EL V •• EL
1/4' DIA. US SCREWS
AT 6' FROM ENDS
AND 15" O.C. MAX.
(WOOD SPECIFIC GRAVITY SC=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X5 SYP WOOD SUCH ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS FILE FOLLOWED NO ADDITIONAL C,U.CU RATIONS/DESIGN
WdL BE REQUIRED FOR DESIGN OF CNNCE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY OF
MITRED AND APPROVED BY THE DUILOINC OFFICIAL UPON INSPECTION.
6UG
At
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X0 SW WOOD JAMBS WHICH SHAD. RE ANCHORED TO L e
CROUTO REINFORCED MASONRY BLOCK WALL OR CLUB, COLUMN WITH 1
1/4' ULTRACON BY 'ELCO' WHIR SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1 /4- MIN. EM8R,
Ix O.C. INTO NOD PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
II" O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-I/2 MIN. EMBEO
J'
13' O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4' MIN. ENDED IJ
MIN. EDGE DISTANCE
3/8' CONFLEX BY 'ELCO' OR _ Jfl AT
LOT BY 'IM' WITH SPACING OF
2J" O.C. IN20 NOD PSI CONCRETE, WITH 2-1/2- MIN. EMBED
J' MIN. EDGE DISTANCE CON„ NTINUOVS AEUB BO x
3/0' HLC SLEEVE BY'Rfi,TI' WITH SPACING OF TD-WODDTHICK
10 O.C. INTO GROUT FILLED OLDER WALL, WITH 1- I/4' MIN. EMBED. A" MIN. EO IE DIST.
15" O.C. INTO NO PSI CONCRETE, WRN I-I/4" MIN. EMBED AND
2-1/2' MIN, Ewe DISTANCE
EFARATION OF JII BY OTHIERS
EON NEW CONSTRUCTION ENGINEER OF RECORD ON ARCHITECT 10 VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR BOOR REPLACEMENT IN Hamm BUILDINGS WITH NO ENGINEER OF
RECORD. DOOR INSTALLATION MAY BE REVIEWER AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM E%TERNR(R) LOAD PEN JNAB - (I6.16' X 62 PSF)/2 a 291 Via Pei Ft.
MAXIMUM INTERIOR(-) LOAD PER 44MO . (I8.16' X 44 PSF)/2 + 355.5 Lba Pei F1.
#D % I"
SELF DRILLING SCREWS
OR
6' 'RNEX' STEEL RNETS'
UTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1/2" X 1-3/4' X .058'
FORMED STEEL
WSIRIP ADAPTER_
ALUMINUMRUBBER W'STRIPPINI
2�4850- 34
L-1.750 1.J90�
5/16' CIA. BOLTS
WITH WASHER IS: NUT
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CHAPTER 26 OF
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SEE ENOENCE PAGE
O ET
1.265 L725 �
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WNOOW t6DTII 02-21