06-1945-000MIAM
BUILDING CODE COMPLIANCE OMCE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTA:
DAB Door Company Inc.
12195 NW 98th Avenue
Mules h Gttrdtm, FL 33018
OA
(")So SW -7 9 s+
p to a I q,45
I
MIAMI -DARE COUNTY, FLOR MA
METRO -DADE FL.AGLER 13UMDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -290&
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of
Rules and Appeals (BORA) 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 Division (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 produtt or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may P
product or material within their jurisdiction. BORA reserves the right to revoke cc e, modify, t i suspend the use of such
Dade County Product Control Division that this product or material fails to meet the acceptance, requirements Of the cable building
it is determined by Miami_
code. This product is approved as . described herein, and has been designed to comply with the Florida uil ngg Code including
the High VOMty Hurricane Zone.
DESCRWnON: See fiond Garage Door 9'- 4" Wide.
APPROVAL DOCUMENT: Drawing No. 01-05, titled "Sectional Residential Garage Door", dated 011]9/01 with last
revision on 02/28106, sheets 1 through 3 of 3, PreP�� by Al -Farooq Corporation, signed and sealed by H. Farooq, P.E.,
bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by
the Miami -Dade County Product Control Division.
MISSILE DWACT RATING: Large and Smell Missile Impact
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 or MDCPCA ", unless otherwise no herein.
RENEWAL of this NOA shall be considered after a renewal appli cation 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 products 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.
LIMITATION: This approval requires the manufacturer to do testing of Ell coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM Fr8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen we r0 selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
39000 psi or more shall be used to make door panels for Dadc County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miarni -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 revises NOA # 01- 0620.08 and consists of this page, evidence page as well as the approval document mentioned
above.
The submitted documentation was reviewed by CandldpThlFont PE.
¢ NOA No OS- 11915.10
Expiration Date: October 4, 2011
Approval Dater April A 2006
Page 1
DAB Door Compan`c
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1• Drawing Prepared by Al- Farooq Corporation, titled "Sectional Residential Garage
Door ", Drawing No. 01 -05, dated 01/19/01, with last revision on 02/28/06, sheets 1
through 3 of 3, signed and sealed by H. Farooq, PE.
B. TESTS
I- Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on Sectional Residential Garage Door "s prepared by Hurricane
Engineering Testing, Inc., report No. HETI 01 -972 & 01 -974, dated 01!29101,
signed and sealed by H. M. Medina, PE.
2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry
Resistant Test an "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., report No. HETI 01 -966, dated 01118101, signed and
sealed by H. M. Medina, PE
C. CALCULATIONS
I. Calculations dated 04119/Q71; Pages I through 8 of 8, prepared by Al- Farooq
rporation, signed and sealed by H. Farooq, PE.
2• Calculations dated 0&10/0 -5' page 1 through S of S, prepared Al- Farooq
Corporation, signed and sealed by H. Farooq, PE.
D. MATERIAL CERTIFICATIONS
I. Test report of Tensile Test per ASTM E 8, report No. HETI 01 -To] 9, prepared by
Hurricane Engineering & Testing, Inc., dated 03101101, signed and sealed by H. M.
Medina PE.
E. STATEMENTS.
I. No interest letter issued by Al- Farooq Corporation on 09119101 signed and
sealed by H Farooq PE and notarized by J. Ahmad
2. Code Compliance letter issued by Al -Farooq corporation on 08122105 signed and
sealed by H. Farooq PE.
3. Tensile test and Affidavit prepared by DAB Door Company Inc on 01110106 signed
by R Berger and notarized by T. Bolanos.
F. QUALITY ASSURANCE.
I. Building Code Compliance Office.
ca►4 3 ,6
Camirdo . Font, PE.
Senbr PrOdnct Control Dlvtdon
NOA No 05491S.10
Exphation Date: Odober 4, 2011
E-1 APProval Date: April 13, 2006
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DESIGN PRESSURE RAMNG - + 82.0 PSF .
— 70.0 PSF '
LOCK BAR mm '
INSTALLED ON END MILE
9 I9T X 611 LOCK BAR ' THIS PRODUCE IS RATED FOR LARGE Ai=z IMPACT '
Emamm IN TRACK
ON EACH SIDE OF DOW
OUTS�KEM LOCK ' GENERAL NOTES
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A '
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DESIGN PRESSURE RAMNG - + 82.0 PSF .
— 70.0 PSF '
LOCK BAR mm '
INSTALLED ON END MILE
9 I9T X 611 LOCK BAR ' THIS PRODUCE IS RATED FOR LARGE Ai=z IMPACT '
Emamm IN TRACK
ON EACH SIDE OF DOW
OUTS�KEM LOCK ' GENERAL NOTES
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H IN ,130CIY Numcm ZONE
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9. ALL BOLTS, NUTS AND WASHIM WALL BE VIC RATED GABON ITIM
4. AetCHCR,NG OR LOADING CON71T10NS OIMER THAN THOSE SHOWN IN
THESE DETAEB ARE NOT PAU OF THIS APPRORL'
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MMIM ADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908
DAB Door Company Inc.
12195 NW 98`a Avenue
Hialeah Gardens, FL 33018
SCOPE: "This NOA is being issuedunder the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of
Rules and APPS BORA) to be used in
Ju►tisdiction (AHJ). Miami Dade County and other areas where allowed by the Authority Having
This NOA shall not be valid after the expiration date stated below. Tire Miami -Dade County Product Control Division (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right t have this product or
material tested for quality assurance purposes. If this product or material fails re 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division 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: Sectional Garage Door 9'- 4" Wide,
APPROVAL DOCUMENT: Drawing No. 01 -05, titled "Sectional Residential Garage Door", dated 01/19/01 with last
revision on OZCM, sheets 1 through 3 of 3, prepared by Al -F Co
bearing the Miami -Dade County Product Control Revision stamp with e Nice of Acceptancec number and expiration date by
the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
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 or MDCPt^. A ", 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 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.
LIMITATION: This approval requires the manufacturer to do testing of an coils used to fabricate door
p
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according t AS 1TM E-8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
390M psi or more shall be used to make door panels for Dadc County under this Notice of Acceptance
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 revises NOA # 01- 0620.08 and consists of this page, evidence page as well as the approval document mentioned
above.
The submitted documentation was reviewed by CandiWpXL JFont PE.
NOA No OS- 6915.10
Expiration Date: October 4, 2011
Approval Dater April 13, 2006
Page 1
DAB Door- Comnanv Inc
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
I. Drawing prepared by Al- Farooq Corporation, titled "Sectional Residential Garage
Door ", Drawing No. 01 -05, dated 01119101, with last revision on 0228106, sheets I
through 3 of 3, signed and sealed by H. Farooq, PE.
B. TESTS
L Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on " Sectional Residential Garage Door ", prepared by Hurricane
Engineering & Testing, Inc., report No. HETI 01 -972 & 01 -974, dated 01/29101,
signed and sealed by H. M. Medina, PE.
2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry
Resistant Test on "Sectional Residential Garage Door ", - prepared by Hurricane
Engineering & Testing, Inc., report No. HE77 01 -966, dated 01/18/01, signed and
sealed by H. M. Medina, PEE,
C. CALCULATIONS
1. Calculations dated 04119101; pages I through 8 of 8, prepared by Al- Farooq
Corporation, signed and sealed by H. Farooq, PE.
2. Calculations dated 08110A15, page 1 through S of S, prepared Al- Farooq
Corporation, signed and sealed by H. Farooq, PE.
D. MATERIAL CERTIFICATIONS
1. Test report of Tensile Test per ASTM E 8, report No. HE77 01 -7B] 9, prepared by
Hurricane Engineering & Testing, Inc., dated 03101101, signed and sealed by H. M.
Medina, PE.
E. STATEMENTS.
L No interest letter issued by Al- Farooq Corporation on 09119101 signed and
sealed by H. Farooq PE and notarized by J. Ahmad ,
2. Code Compliance letter issued by Al -Farooq corporation on 0822/05 signed and
sealed by H. Farooq PE.
3. Tensile test and Affidavit prepared by DAB Door Company Inc on 01/10106 signed
by R Berger and notarized by T. Bolanos.
F. QUALITY ASSURANCE.
L Building Code Compliance Office.
o . Font, PE.
Senior Product Control Division
NOA No 05.0915.18
Expiration Date: October 4, 2011
E -1 Approval Date: April 13, 2006
DOOR HEIGHT
CONSISTS
or
61-61
1 SECTIONS le
2 SCIKa49 21
-9'
1 STTION le-
3 S MONS 15
♦ SECO0L9 21'
-
-3
-!
! SECMM 10
-
-9
4 SECTIONS 1B
1 6ECIgN 21
Ir
3 SWIMM Sir
] SECrIONS :1'
1 Sclim , '
] 21
'
1 SECIeN Is"
4 SESIION3 21
'
3 SwTos 21
-
e SMIXI S 10
-
'
A SQ,IOS 1s'
1 S " 21
4 1
] 21
3 6ECTIOS 19.
3 SCTIONS 21
1 SECTOS 1
4 s1'Tg18 Zt
1 T>ECt1O1 IN,
D SFTO01T8 1
6
a smrom ]t'
-
9'
a SITIOS 1
1 &ETON 21
Ife
s socnOH9 1
1 SCTIONS it'
3'
♦ 9BOIIgs IF,
3 SECIg16 it,
9
S E7iCTKN4 1e'
s 2t
9
2 SECICIS 10
9SC=I,OOD
s a1
1 SIMM B 1
S SECT101B 21
3'
7 SECRINS 21
-
e
6 SDC11OS 1
2 SCIOHS 21
0
s SECrM= 1
3 smilli119 a1
4 sFLTWB to
4 SiCTIM 21
S SECOOS 1
s SCIlOes 21
s'
2 smmm
1 1
7 SCl 21
s SECIOS 2'.1-
3'
a SD'TIOts Ur13
SCII0116 21
14'-8
a SMI01s IW
14 SCIKINS 21
14-9'
4 SWINIM Ur
IS SECTIONS 21
1a
3 ,womoS mrie
S[CTgEB 1/
16-3'
2 SLMIM Ir
7 21
15-
1 S ITIN 1
e SM015 21
„s-9
9 SEMIM 21'
—
s'
0 SQ.TOS 18
4 S[MIS 21
i
I! Iii ►�� Veil li�;l
A �
11ra-molm ISO
15/16w X 15 TNK. LATCH , M7—� SPRING LOADED Sl1DE BOLT LOCK (BOIk SIDES) FASTENED W/ (4) w % 1/2• SAI S. '
8/B' YIN. LOCK CONFORMS TO
CHAPTER 10 SECTION 1008.1 B 3 OF F13C
O GARAGE DOORS i
3' % 1 -1 //Y R 8 —I /2' % 1' STEEL , I
FASI�ED TO END STILE WITH
(2) 114 X 3/4' SUS' I
7 % 7 GALV. AIRCRAFT TYPE ' 12 GA./ 1 L A
W/ 1W01L 6 1�1 PPRRESSS SLEEVE' O STEEL
CPTIONML VE7VT OPTpNAL FLUSH FAC
r' ®
120 S0 O MN. , NG AREA WOOD GRAIN OE9GN
1 120 5.
i
STILE
OUTSIDE HANDLE
INSIDE ELEVATION "
RAISED PANEL EMBOSSED DOOR '
U
q � Ot
0
.o
w �
1
Z
N
QI
DAB DOOR MODEL 824
MAX SIZE 9• -4" WIDE X 16' —O' HIGH
DESIGN PRESSURE RATING - 4• BILO PSF
— 70.0 PSF
LOCK BAR GUIDES '
ILL INSTALLED ON END STILE _
Q
THI
6W LOCK S PRODUCT IS RATED FOR LARGE MISSILE IMPACT]
18T X
ENWGES IN TRACK ,
014 EACH SIDE OF DOOR
OUTSIDE KEYED LOCK GENERAL NOTES
LOCK BAR LOCKING SHOWN ' L THIS LRODUCT HIA4 BEEN DESIGNED AND TESTED TO COMPLY WITH THE'
Rf0U9E1104T3 a THE NLORLDA BIALOMO CODE 2004 pV1I10X OIC2NIN0
IIOI
VELOCITY HURRICANE ZONE. '
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS
ANCHOR EMBEDMENT TO EASE MATERIAL SNAIL BE BEYOND WALL
DRESSING OR STUCCO
3. ALL BOLTS, NUIS AND WASHERS SHALL BE ZINC RATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE OETALS ARE NOT PART OF THIS N ROOL•
8. A AN INCREASE 01 ALLOWABLE STRESS IS USED IN D151Clr OF WOOD
ANCHORS ONLY i
7
7P.O%L.1"T RE'VLSTD)
4
8 2006
droWing No
01 -05
11NNNd Of 3
OPTIONAL STOP MOU
BY DOOR INSTj -
STEEL TRACK BRACKET FASTENED '
TO WOOD JAMB WITH '
9/19' x 1-S LAO SCREW
ONE PER BRACRO.T
SOUTHERN PINE
059 SO
J /4'� MAX
--F
19" % 2 19' % 3.3" x 102- /
STEEL TRAM BRACKETS—
SEE SKEET 7 FOR SPACIMO ,
2 -1/B' x 1' x .078' K ,
W/ 1 4-m rxJLL6 /811 / DISf/LLED ON
M S A LOCI( Nl1f +
/14 X 9/9' SMS '
4 PER MINCE '
1/7' % 1 -5/4' x 099- FORMED STEEL /
GLUED TO P94EL AND SECURED 10 1
END SRIF 0ITH 2/19- POP RIVETS O 1Y O,C. /
+ -7/� % 2 -9/B' x 045 STEEL
CE711ER STILE. GLUED AND RIVE /
�TO PANEL W/ (4) 3/19' RIVETS POP RIVETS•
014 x S /9' S.M.S
r 4/ HENCE / l
7 -1/2' % 071- GAW. "E:) 7 -1/2' x 07t'J
CENTER MNGE E11D ROLLER "rA
/
3EcnoN ® -®
IN'T'ERIOR SIDE J
24
/
FLAPS BENT OVER
1/2- FLINCHED
0
2' x 2 -1/2' % 049• STEEL
J'. CONNECT TO PANELS SITU
ND =18' 19' ALUM RIVETS
AIL
4' MIN / ] /E- DIA POTTERS WEDGE BOLT NICNDR
}I/2 YN EMBED INTO CROAT FdIED /
EDGE 01ST /�yA5ER B BLOCKS OR 1000 P9 Y9L CONC.
PE:R BOICKET
e
MAX J
"--1/4 -20 55 BOLT 0 NUT
' OIL % 50' ROLLERS
44 ml X 4-1/4' STEM /
PBODEMT REY151t0
tl cT.L+9j)'T� 4h �s l'1orIM
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dmw.inq no?.
01 -05
m�
m
l
0
POP RNM / ADJUSURE
SURE FASTENED TO
/ BRACKET If W NUTS.
/ 3 16-18 x 3/4' HEX HEAD
R
,
5 116' X 1 -5/8' LAG SCREWS INTO MOOD OR '
5/16' SLEEVE ANCHORS '
WITH 1 -1/4' EMBED INTO MASONRY
3 PER BRACKET
2 -1n' X 4 -1/4' X 01' STEEL PLATES'
WELDED TO 1 -In' % 1-1/2- ASTEIEIY TO TRACK C
WITH (4) V/4 -20 SS. BOLT Sc NUTS'
HORIZONTAL REINFORCEMENT
1/r x 1 -3/4• X 059° FORMED STEEL
'
GLUED TTY PANEL AND FASIENM TO -
VERTICAL. STRiS WITH
(2) 33//16' POP RIVETS '
FASTENED M/ (6 14 % 0 S M S. '
16 GA X 2 -1/ x 4' 2• MV STEEL UZAR
REINFORCING SS 0 CEMFA OF TOP SECTION /
TRUSS FASTENED tD TO S.aS�'� STILES
HOWZON111L REDIFORCEMENT '
112' X 1 -3 /P X 059' FORMED STEEP
GLUED TO PANEL AND FASTENED TO '
vERI1CJIL STILES WHIT �
(2) 3 /,6' POP RIVETS
_1.82' M X 50' ROLLERS '
W/ " OK X 4 -1/4' STEM '
-5/le MEETING RIB /
FPS - EXPANDED POLYSTYRENE
Delmm . 107 PCF
-NOA / 01- 110808
OR
ISO-25 POLY- MOCYANURATE '
DENSITY . 2 01 P'CF '
N.O.A. 101- 110808
14 GA. GALV STEEL
j1 F'!�D
W/ ROLLER 14 'HINGES 8/B
ION. 024' ROLL //FORMED STEEL PANEL '
MI S STRENCIM 38 - '
WITR PRIMER AND SAK D-oN -
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SMES OF SIM '
I6 GA. x 2 -+ s• x 2. CALV STEEL U BAR '
REINFORCING IWO 0 Bb1TOM OF BOTTOM SECTK1N'
TRUSS FASIE4m TI ALL VERTICAL SMES
W/ TWO /14 X 5/6 SJLS ,
_ f 12 GA CALV STEM '
*CKET 010
J WW/ (04) FI 4 X S/pg.
O BOTTOM SEAL ' /
056 ALUM PLKm
WITH 1/e' x 1' S NS- 0 48' O.0 '
SECTION A -A / aNU RUaeER
WEATHERSTRIPPING
HONZ TRACK SUPPORT. ;
CENTER SUPPORT REGO ON DOORS
1I EXCEEDING 6 FT IN HEIGH - �
li
OPENING FIGHT PLUS 12• '
• -�{; IMNq M6 I�U1NGCwiY �
FOR DOORS MORE THAN B FT MICH. USE ADDITION& TOP BRXWTS AT 10' 0 C
14 GA. G1LV STEEL TRACK
2• X 3 -1/2' X 12 CA TRACT( BRACKETS /
2 -3 18° NAGW
11//4' BOLTS m NUM WITH ONE '
r
STEEL STRUCTURE BY OTHERS
m SUPPORT LOADS WPOSFD ' I HET MC a AYf]IOR SPICING ' SYSTEM Of EAMCHOR STITUCIURE . ID SPACM]
OONC MR4 3D00 PSI
T- 1/4' 4 HON MEAD �cE
I W 5 R LOCK NUT 0 12' 0 C DiSTA�TItE
e T� .' I
-FYT I 1-I 4• E 2 -1/r X 14 cA /
GDNi srEEL ANGLE
FLAP ¢BRIAECDKETS AT *1r OC
W�/H(3) SPOT WELDS AT EACH SIDE' ,
1/4-20 SS DOLT J21 NUT
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SECTION HECH19
BRACKET KADE 1ENT5 '
1
5111
01
B2 '
83'
EK '
B5 •
BB '
87 •
BB
N/A
r
11 -5 4
2J'
J4'
45'
➢'iBttDICT dEET'hESI
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01-05
sheet 3d :3D I
N/A
1'
It -J /4'
23'
34'
45•
58•
67
X3MW
A
4'
11 -3/4
23'
34'
4S'
56'
'
IB'
' 1'
11 -3/4'
23
34
49'
SB•
6'
21'
i'
I1 -3/4'
23•
34'
45'
58'
67°
• -�{; IMNq M6 I�U1NGCwiY �
FOR DOORS MORE THAN B FT MICH. USE ADDITION& TOP BRXWTS AT 10' 0 C
14 GA. G1LV STEEL TRACK
2• X 3 -1/2' X 12 CA TRACT( BRACKETS /
2 -3 18° NAGW
11//4' BOLTS m NUM WITH ONE '
r
STEEL STRUCTURE BY OTHERS
m SUPPORT LOADS WPOSFD ' I HET MC a AYf]IOR SPICING ' SYSTEM Of EAMCHOR STITUCIURE . ID SPACM]
OONC MR4 3D00 PSI
T- 1/4' 4 HON MEAD �cE
I W 5 R LOCK NUT 0 12' 0 C DiSTA�TItE
e T� .' I
-FYT I 1-I 4• E 2 -1/r X 14 cA /
GDNi srEEL ANGLE
FLAP ¢BRIAECDKETS AT *1r OC
W�/H(3) SPOT WELDS AT EACH SIDE' ,
1/4-20 SS DOLT J21 NUT
�U
0
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elTOWCEE
WOOD MME E SURANCS ' "�
STUD WALLS OR DOOR ��OPENIM SMALL BE FRAMED SOLD '
W OTTE�YGW sT(3D52XV PREMM TREATED mof 2 '
STUD WALLS TO BE COIR R M FOOLING TO TIE BEAM: '
-(p•ACX IMM 1UT10N
2 -1/e' x +• x 076' '
GALV STEEL TRACK
1` FASWf EO h2T /B �''O
sll7ZfE0 �5 R IBC NUT ,
o
e
IMOD MM CONNECTION TO fi%%MRY '
TRACK SHALL BE SECURED MERE MACK BRACKETS TO PRESSURE
TREATED 2%6 WOOD JAMBS WHIW 9NALL BC ANCHDREM TO
GROUTED REIMFORCED 7ULSONRY BLACK WALL OR OOKIG COLVMN WIN '
1/4• TAPCOFS BY 'ELCO'
WITH 1 -3 /P WN EMBED ACID SPACING OF '
8' 0 INTO BLOCK WALL
11 -1/2' OC TIRO 3000 P51 CONCRETE.
THE BACK WALL GELS SHALL at GROUT nUED AND REINFORCED
MI1N ►OUR s BINS MENDING IMO Fp AND INTO 18 BEAMS
ELL BARS sFwL BE DOWITIMUS FROM ?2 M. TO FOOV..
MEPARAMID of JAMBS BY OTHMS
k 0
FAA PE t �Ei�7
CAN xw
y
�dR 0 8 ZWG
➢'iBttDICT dEET'hESI
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drawing Iro.
01-05
sheet 3d :3D I
7
GIORGIO LUIGI BAL LI
REGISTERED ARCHITECT
This submittal has been reviewed for conformance with design
concept and information given in the contract documents.
Accuracy, completeness, dimensions, quantities, safety
precautions, construction methods, sequence of construction,
coordinantion with other trades and performance of systetn&
remains tKresponsibility of the contractor.
o exceptions taken ❑ Rejected
4ake ctions noted ❑ Revise and r'egubmit
Subrruttal No.
�►a
.A
�e
71G
•; Yr�
4