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MIAMI-DADS INHAMI-DADS COUNTY -
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05 SW 26 Street,Room 208
DEPARTMENT OF'REGULATORY ANDQURO - r PiViiami,Florida 33175-2474
BOARD.AND CODE ADMINISTRATION DIVISION 15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE O www.miamidade.aovkconomy
DAB Door Compdi y,Inc.
12195'NW 98kAvenue JUL 2 7 2618
Hialeah Gardens,FL 33018
5T, woe pBbY' / Rermitting
.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-produdt 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 Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+27.0,-30.0 PSF)
APPROVAL DOCUMENT: Drawing No.03-06 Rev L,titled"Sectional Garage Door", dated 09/30/2003
and last revised on AUG 17,2017, sheets 1, 1.1,2 through 5 of 5,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,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 Section.
AWSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address, model
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 o4-the.door's side track,
bottorn 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 revises NOA#16-0330.03 and consists of this page 1 and evidence pages E-1,E-2 acid E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Is"haq 1. Chanda,P.E-
NOA No.17-0919.12
Eff?.ff a4ae COUNTY Expiration Date:August 14,2021
Approval Date:December 14,2017
Page 1
h.
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
1. Evidence submitted in.previous files
A. DRAWL GS
1. Drawing No. 03-06,titled."Sectional Cnrage Door", dated 09/30/2003,with.last
revision K dated 03/21/2016,sheets.1 through,5 of 5,prepared by Al�Farooq
Corporation, signed and sealed by Javad Ahmad,RE.
B. TESTS "Submitted under NOA #08-1106.05"
1. Test reports on l)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
.3) Cyclic Wind Pressure Loading per FBC, TAS 20394
- 4)Forced Entry Test,per FBC,2411 3.2.1, TAS 202-94
Along with marked-up drawings and installation diagram of DAB 824 24ga sectional
garage door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-08 2149AB, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted udder NDA # 05-0915.12"
2. Test Report on Large Missile Impact Test per FBC, TAS 201 and Cyclic Wind
Pressure Test per FBC, TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc.,Report No. HE'I'R 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering&Testing Inc., Report No. 1
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E. I
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", i
prepared by Hurricane Engineering&Testing Inc, Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA# 03-0210.04"
5. Test report on Salt Spray (Corrosion)Test per ASTM B 1`17 of a painted G-40 steel
panels,-prepared by Celotex Corporation, Test Report No.258592, dated 10/28/2003,
signed by W. A:Jackson,P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.07"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad,P.E.
Isliacl`I.Charida;P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date;December 14,2017
I;-1
DAB Door Company,lue.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS•(Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 01/20/2009, signed and sealed by Humayoun Farooq,R.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory.and.Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.03, issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products, approved on 12/10/2015 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 1.1/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for-their
Dyplast ISO-CI Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
S. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted ander NOA#03-0228.02"
6. Test Report on Accelerated'Weathering Using Xenon Arc 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 ASTIVI D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.NETT 04-T251,dated 11/29/2004 signed \
and sealed by I. Ghia,P.E.
S. 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, ReportNo.
04-761-15019.0, dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5'edition.(2014)FBC and no financial interest
issued-by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E_
IAI
IshAq I.Chanda;P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE-SUB
2. New Evidence submitted.
A. DRANVINGS
1. Drawing No. 03-06 Rev L,titled"Sectional.Garage Door",-dated 09/30/2003 and last
revised on AUG 17, 2017, sheets 1, 1.1, 2 through 5 of 5,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory anal Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam, LLC,for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3.. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018..
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (6"Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER -
1. This NOA revises NOA#16-0330.03, expiring 08/14/21.
Is aq 1.Chanda;P.E.-
Product Control Examiner -
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-3
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•.GALV.STEEL CENTER HINGE '�O - �� STEEL PLATE WITH ONE 5/16-18 MS W NUT OPTIONAL DOOR VIEWER -
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r14 X 3/4'SELF DRIWNG SCREWS MAY BE USED ImldLag Eode $$v
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LOCK BAR GUIDES 6]pinidn Nle AU414,7 2.1 Hurricane Master®Model 824/811 5 g`"g
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ENGAGES IN TRACK 1• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT z z z
ON EACH SIDE OF DOOR REQUIREMENTS OF THE 2014 (5TH EOriION)/2017 (6TH EDITION) FLORIDA.
OUTSIDE KEYED LOCK (OPTIONAL) BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). bi
LOCK LIAR LOCKING SHOWN 2.ANCHORS SHALL'BE CORROSION RESISTANT, SPACED'AS SHOWN ON DETAILSWITH
ALTERNATE TO SPRING LOADED SLIDE BOLT AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE DOOR h5TO IN AS-202,NCE 2ql THE TAS-203
h OF FLORIDA
BUILDING CODE,TAS-202,TAS-20,1.&FAS-203 FOR HVHZ-AND
LOCKS SHOWN ABOVE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ASTM El886-OS ASTM E1995-09.
3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4.MATEWALS INCLUDING BUT NOT UMTTED-TO STEEL/MErAL SCREWS, THAT
- RECCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �% ••••.! '�, g .
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. �� �••VGENs�c
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OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR '17
Lucle Untv,PerIITIttID9 WATER INFILTRATION RESISTANCE ETC. -�; �1 0
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, •.
_ AND TO BE REVIEWED BY BUILDING OFFICIAL. ATE OFR' ��` drawing no.
B.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION �iys �R!�P•'•G`��`` 03-O.G
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7' 4 SECTIONS 21"- ZO U v
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7'-8' 5 SECTIONS 18"- CENTER SOLES w O Z
7'-9' 14 SECTIONS 18"1 SECTION 21' C3 Lo
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8' -3 SECTIONS 18 2 SECTIONS 21'
8'-3' 2 SECTIONS 18'3 SECTIONS 21" CENTER STILES CONFIGURATION N o
8'-6" 1 SECTION 18" 4 SECTIONS 21". ® ®® ® DOOR WIDTHS Q OF CEI'ITET2 STILES BRODsicrREVISM =r
8'-9" 5 SECTIONS 21"- om
8'-0"TO 9'-10' 2 AscpbI"zwilidm Flod9A 0
9' 6 SECTIONS 18'- 8'-0"TO 9'-10" 10'-0"TO 11'-10" 2 ImIding M&
9'-3" 5 SECTIONS 18"1 SECTION 21' DOOR WIDTHS 12'-0"TO 13'-10" 3 Acceptance No�T ogl9•-Z
9'-6" 4 SECTIONS 18"2 SECTIONS 21' - 14'-0"TO 15'-10' 4 - Esplrntlw Date—MI-412-11
9'-9" 3 SECTIONS 18"3 SECTIONS 21" 15'-11 TO 18'-2" 5 �,t
10' 2 SECTIONS 18'4 SECTIO NS21" ®® ® ® �
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11'-6" 3.SECTIONS 18'4 SECTIONS 21' -
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l'-9' 2 SECTIONS 18"5 SECTIONS 21"
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12' 1 SECTIONS 18 6 SECTIONS 21° 0 0 0
12'-3" 7 SECTIONS 21'- 12'-0"TO 13-10 m °
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4 SECTIONS 18"5 SECTIONS 21'3 SECTIONS 18"6 SECTIONS 21'
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3/16'ALUM RIVETS 5//6°X )-5/8"LAG SCREWS INTO WOOD OR - 2 X 2 X)/8'HORI2.ANGLE m
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2-314"X 5-1/2'X 3"X.104' WITH 1-1/4"EMBED INTO MASONRY EXSEEDING;8 FT. IN HEIGH FIRST AT 3'O.C. !Y o
GALV.STEEL 3 PER BRACKET t1 q .� REST AT 9'O.C. o
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/(6)# 14 X 5/8°S.M,S. CONNECTED TO FLAG BRACKET ANGLE Z
W/3/8-16 X 31 4��'�80LT&NUT y�
090 THK.GALV.STEEL ADJUSTABLE- •2-1/2"X 4-1/4"X 13 GA STEEL PLATES AND TO SPRING SttAFT GUIDE WITH
SLIDE.FASTENED TO BRACKET - WELDED TO 1-1/2"X 1-1/2'X 14 GA.ANGLE -- A-t-J (2) 1/4-20 X 5/8'BOLT&NUT I'•
.. W/5/16-18 X 3/4'HEX HEAD FASTENED TO TRACK
M.SCREWS P&,NI�� - WITH(4) )/4-2G SS. BOLT&NUTS -- HORR. TRACK LENGTH = OPENING HEIGHT PLUS 12" g N,`,
(STANDARD) TOP BRACKET IL
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SECTION A-A00
HORIZONTAL REINFORCEMENT 0 a p G
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VERTICAL ST OP RI ITH. FASTENED W/[[4)�p 14%SJ8'S.M.S. ...- + SECTION HEIGHTS BRACKET PLACEMENTS 'u ZZj N o
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POP RIVETS 1T)P RIiLLER 8RACKET FDR DOOR W
• HORIZONTAL REINFORCEMENT• LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH Bi 82, 83 84 B5 88 B7 88 J tl d�
1/2"X 1-3/4'X.058"FORMED STEEL 6'-O' 1'TO 2"11-3/4" 23" 34" 45" 56" 67"
VERTICAL STILES wrrH Q 5 m I r
GLUED TO PANEL AND FASTENED TO B'-6` 21"iB' 18"21"NfA i'TO 2"11-3/4' 23" 34" 45' 56" 67"
- .
_ (2)3/t6"ALUM RIVETS 7'-0" 21"27" 21"2i" fA 1"TO 2"11-3/4" 23" 34" 45' 56" 67" a
5/16'MEETING 1118 7'-6" 18" 1B° 18" 18" 18"1°TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" ,
8'-0" 21"18' 18'18 2t°1"TO 2"15-3f4" 23" 34" 45' 56" •67" 78-t/4' r+
PLASTIC/STEEL ROLLERS FS �-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
1.82'OTA X.50' m FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT TO'D.C. O c
® W/.44 DIA X 4-1/4"STEM =
Q 00 n
is C Ov
W
OPTIONAL INSULATIONS: b m 0 >;a ")
81'.'OYPIA51'PRODUCTS LG' o m 1.9'X 2.19'X 3,3'X.090' FRM;C T REVISED r=q
''ISO-2S POLY-ISOCYANURATE STEEL TRACK BRACKETS As=wplyk1geB61heFlmkc O U.
_ DENSITY'=2.0 ACF n 2-3/16'HIGH BumLnITCodc
NOR
OA#16-1108.04 m CONNECTED TO TRACK WITH Accggwce Ne d7 LIZ p
'- -' -BY'CELLOFOAM NORTH AMERICA' ) 1/4°BOLTS&NUTS. �le�-C+�^�t�=, V a t
. DENSITY= 1.03W m EE1111LLL
N,OA#15-1203.04 11L4 v o z
OR L O
a
BY
DENSITY=0.92 PCF o
N.QA#17-0221.06cc r
cc
m
14 GA CALV.STEEL
ROLLER HINGES FASTENED
g iE
MIN. .024'ROLL FORMED STEEL PANEL a
DRAWING QUALITY 0-40 - -
MIN.YIELD STRENGTH-34 KSI a o
WITH PRIMER AND aAKED-ON TRACK CONFIGURATION m
POLYSTER PAINTED TOP COAT m $
APPUED TO BOTH SIDES OF STEEL
VERTICAL U HIGH LlFI 'STANDARD LIFT 10—W'HEADROOM m
oa; ^yg
DOUBLE TRACK 05 S T a d o
12 GA•GALV.STEEL.
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS c - x
W/44)B 14 X 5/8"SMS
�• �LCEksF'•• � M o
BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION OF droWing no.
A7E A-A 'ioRIDP �
SEE SHEET 2 FOR LOCATION •..,,,•. ,. 03-06�(ry��•
OF REINFORCING TRUSSES %f11` sheet3of � '
I
3 4" 'REINFORCEMENT
1/2'X 1-3/4°X.058" �� p
• IN.' � FORMED�STE0.
GE 88 X 1'
• 'DIST. SELF DRILLING SCREWS .08 X 1' q
i 1-1/2'MIN. _ OR SELF DRIWNG SCREWS Z m m
p
3/16-'RND('STEEL RIVE "+
c E DIST. �. 1 m MULTIGRIP W/DOME HEAD OR 0 q
o m p STEEL RIVETS
AT 48'O.C. MULTIGR P W%.DOME HEAD i
3 �3 - ..REINFORCEMENT AT 48'O.C. O Np
. - 1/2'X 1-3/4'FOMED STEEL Ot
1/4'DIA LAG SCREWS 1/4'DIA LAG SCREWS O no WOOD BU I AT 6'FROM ENDS W OD BU I AT 6'FROM ENDS ,
AND 21'O.C. MAX. I AND 21"O.C. MAX. N d
W'STRIP ADAPTER G
.ALUMINUM W'STRIP ADAPTERSTEEL O LL O Q S
_l
. ., RUBBER W'STRIPPING RUBBER W'5117PPING Q.
Q U)o
050 "'040
Y'Zz o! �a{
.224 .700 348
1.750--=I 1.790-f
as-mvply".NL t�Fior�JA N
N
• BOTTOM SEAL OPTIONS Iaddlns`(.ads „�I� •/f
No
OPTION 'A' OPTION ��
o=
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFld GRAVITY SG=0.55 MIN.) �s(` 1aa o Li o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT C o
M x
ANCHOR SPACING 0 4
TO,WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE U o aa C>
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS I STRUCTURE I EMBED I SPACING JEDGE DIST. Q C ¢LL
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3/8-HLC SLEEVE BY HILTI GONG. 1-1 4 e" 1-5/8- LD p-t
3/8-HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' e" ,� E ao c c
3 8'DYNABOLT BY'ffW' CONC. 1-1/2- B" 2' O rn m n
5/18'X 1-5/8° 3 8 DYNABOLT BY'DW' FILLED BLOCK 1-1 2 B" 3-3 4 p U D is
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8'POWER-BOLT BY'POWERS CONC. 2' B" 1-7 8 3 0
AT 12'O.C. MUST SUPPORT THE LOADS IMPOSED 318-SLEEVE-ALL BY.SIMPSONS CONC. 1-1 2 8' 1-7 B 8 Z U
BY DOOR SYSTEM 0
CONCRETE f'e - 3000 PSI MIN. In m m
C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN.. o .
5//16'DIA.BOLTS A F.
,•A:. WITH WASHER& NUT .
WOOD BUCK CONNECTION TO MASONRY �AT 12"O.C.MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO j B
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITHdh
L I '
1/4'ULTRACON BY'ELCO'WITH SPACING OF 1 o of
14'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED L 1-1 4'X 2-.1/2'>Z 14 GA I ^
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1_1/2° 1-1/2'.. +-CONT'. STEEL ANGLE 1-1/2' o �
2-1/2"MIN.EDGE DISTANCE 'a
12 GA. GALV.STEEL 533
1/4'TAPPER BY'POWERS' WITH.SPACING OF - FLAT BRACKETS f3"LONG v g o U
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED 1/18'X 2-1/2 AT 12'O.C. IN DOOR'OPNG. 2-1/8"X 1'X 14 GA ¢ z a
12'O.C.'INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED FILLET WELDS AT IB"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3'MIN. EDGE DISTANCE AT 12' TRACK
O.C.MAX. CONNECTED TO CONT.ANGLE //(()) //_
3/8`CONFLE7C BY'ELCO'OR ,. W/(3)SPOT WELDS AT EACH SIDE S[A1TE011A.5.kXLOCK NUTTRUS HD.
3/8'LDT BY'rrW'WITH SPACING OF ^
24'O.C.INTO 3000 PSI CONCRETE, WITH 2-1/2'MIN. EMBED CONTINUOUS ANGLE TRACK RMSE TRACK DONRNUOUS ANGLE TRACK v m
3"MIN. EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •o-y $ 2$
3/8'HLC SLEEVE BY'HILT'WITH SPACING OF c - '�•'
6'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED, 4-MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION 0
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN. EMBED AND I''_ t qq 1`7111111TIff//
2-1/2"-MIN.EDGE'DISTANCEt'. AYi�/// a
'PREPARATION OF JAMBS BY OTHERS �oFNSF/'® : a
I
FOR'NEW GONSTRDQTIQN 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 iA
BULLRING OFFICIAL UPON INSPECTION. OF �<(/� drawing no.
., �,• RLOP.•��e.�� 03-06
MAXIMUM OMYJOR(+)LOAD PER JAMB d (16.16' X 27 PSF)/2 218.2 Lbs per FC ///S/® Py\`���
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'X 30 PSF)/2 242.4 Lbs per Ft fYII1IIII Lltt� sheet 43f 5 '
ti .500 250 rr
* PLASTIC COMPLIES WITH I
CHAPTER 26 OF FBC
2a GA.P(ou)slm MIN. SEE EVIDENCE PAGE
q W
g
1.765 1.725 Q a
Co
7/16'DIA.WASHER a w ON°..V
.. 1.144 a�N
o u
8 X 3/4'SMS 21 3/4" •� 800 O m
0 3/8'FROM ENDS .. WDMAX WIDTH 176 �' C y
O 1 I 1 AND 7'O.C.MAX.
1 III 1 �t7C
* EXTERIOR FRAME * INTERIOR FRAME
1 _ p,_ 18 1/8• RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION,
1 � '(4)$8 X"3/4'SMS `*= m J 5
I ♦ -3/B'FROM ENDS
H i ; \
i ` ® 1 d DD.L.O. 0 AND 6-1/2'O.C. MAX.
L ili — u
A % B
1111 175 X.062 DEEP
GROOVE
H.l -
II n
ilj 0'
Ijlj 0 N
illi j j p O 0
j I j I 1/4'POLYCARBONATE LE7LAN l / w C M
I°•I BY'SABIC INNOVATIVE PLASTICS' M
l i l l NOA X15-0915.08 C Q
I!II
O
10
°'L
= IR % % % % % Q O W 5
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w ED z V -E I Z
o O !I1I F 0 3 U N
i IIlI w O
to
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A-A A El 11:1 [i]
iI�I N 2 f
1:1
III O
L m
!.I:i .175 X.062 DEEP
GROOVE -- -- -- -- --
iii I -,♦1 N��6�
ij 1 (4)08 x 3/4"SMs INSIDE ELEVATION '
/�. ® 1-3/B'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v -
P! I AND 6-1/2'O.C.MAX. _
ye x 3/4'sels C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
3/8'FROM ENDS 175 X.062 DEEP ci r
AND 4-1/2'O.C.MAX. GROOVE
♦ #8 X 3/4'SMS / I ,p Alli l4 FlaefA� ,. `111111111/// O
®3/B'FROM ENDS — Igd6ing Q«le 1.•'J t l.��� ♦1 // n
AND 7'O.C.MAX- rl7-arT f 9.12,_., ♦♦♦ icy
7/16'-DIA.WASHER - — ...............
o 70 J2 a $
DOOR PANEL EXTERIOR - o
24 GA(.024)STEEL MIN.
DDOR PANEL 15/16'MIN. D.L. OPG. 0 TE OF 4(/� drawing no.
24 GA (.024)STEEL MIN. L--CUBING 811E % S•.,,_R101;. •�\�: 03-06
- WINDOW WIDTH IAL1♦♦♦ sheet 5 of 5