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ODME - IMIAMMI �COUN
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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.gov/economy
DAB Door Company,Inc.
12195 NW 98'h 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 Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSk)
APPROVAL DOCUMENT:Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 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 change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA wilt 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 ofNOA.
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.
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. it
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.
NOA No. 15=0304.01
TMIAMI!ADECOUNTY Expiration Date:July 21,2020
1s Approval Date:April 23,2015
04 f 1` o Page 1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled 1124 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and scaled by Javad Ahmad,P.E.
I
B. TESTS "Submitted under NOA #11-041412"
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 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-11-3204,dated 01/20/2011,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-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#OS-0228.02"
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.,Report
No.HETI 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 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,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 ReportNo.258592,dated 08/17/1998, 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
07/24/2014,signed and sealed by Javad Ahmad,P.E.
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
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DAB Door Company;Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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C. CALCULATIONS (Cont.)
"Submitter)under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
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 t
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. I1-0926.07,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-C1 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 BIock Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-AO02,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.
I
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,'!P.E.
pQ. IG�Is
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
I ,
E-2
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7-1/2"X 2-1/4'X 18 GA. -- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
GALV. STEEL CENTER HINGE ��p `♦ STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER D
O W/(4)#14 X 5/8"SMS ♦1 -FASTENED TO END STILE WITH TO BE INSTALLED AT w
WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
p 7-1/2"X 3"X .071"GALV.STEEL J
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TOTAL d OF DOOR OPTION
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HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010' J OPJIONAL VENTS - I �' W w
6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE p .c0 N
6'-9' 1 SECTION 18' ]SECTIONS 21' WITH (4) #14 X 3/4' SOS OpNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A O Z= N
7' 4 SECTIONS 21"- -'-------- 16•_2" '- O N
7'-e• 5 SECTIONS 18'- CENTER STILE- DAH DOORS INC. Q N
INSIDE ELEVATION Hurricane Moster Model 824 811 0.-x R
7'-9' 4 SECTIONS 18'1 BECKON 21' / a
OUTSIDE RAISED PANEL EMBOSSED DOOR
--- -8'- 3 SECTIONS 18'2-SECTIONS 21' r
MOX. $iZe 16'-2" X 16'-0" High
HANDLEEND STILE - - - -8'-3• 2 SECTIONS 18"3 SECTIONS 21'8'-6' 1 SECTION 18' 4 SECTIONS 21' With Window Lite OptionW-s' 5 SECTIONS 21'- #14 X 3/4"SELF DRILLING SCREWS MAY BE UIN LIEU OF#14 X 5/8"SMSe' a sl:cnorls 16• R cu1DEs DESIGN PRESSURE RATING = + 38.0 PSF-J' 5 SECTIONS 18'1 SECTIO21" D ON END STILE - 44.0 PSF C9'-6" 4 SECTIONS 18.2 SECTIONS 21' ° #14 X 5/B'sMs THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTE3 SECTIONS 18'3 SECTIONS 21•10' 2 SECTIONS 18.4NS 21' �T OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE1 SECTION 18' 5 SECTIONS 21' S2 RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), u
10'-8' B SECTIONS 21'- CENTER STILES SCHEDULE'A' w u
1o'-9' 6 SECTIONS 18.1 SECTION 21' OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, o?b g i Q
1t' 5 SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3. 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS /Of CENTER STILES DRESSING OR STUCCO.
11'-6' 3 SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWN ® ®® ® 8'-0'TO 9-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL 13E ZINC PLATED CARBON STEEL.
IV-9" 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO 10'-0'TO it'-10' 2 c m^'
12' 1 BECKONS 18'6 SECTIONS 2t' - SPRING LOADED SLIDE BOLT -•--— 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
IP 12'-0'TO 13'-10" -3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. '4 o d c c ffi
12'-3'[4SECTIONS
CTIONS 21'- LOCKS SHOWN ABOVE g'-0"TO 9'-10" 14'-0'TO 15'-10' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 0 u
12'-6' CTIONS 18'2 BECKONS 21' ODOR WIDTHS 15'-11"TO 16'-2' S e
12'-9' CTIONS JB'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O
iJ' 18'4 BECKONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13'-3' CTIONS 18'5 SECTIONS 21' /STM E1886-OS/ASTM E199fi-09,13'-6' CTIONS 18'6 SECTIONS 21' 'x' �' '� 9' o n
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16' 6 SECTIONS 111.4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
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5/16"X 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL
(FULLY THREADED) FLAPS AND(5)OR(6) 3/16"ALUM RIVETS
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HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .058' FORMED STEEL SEE DETAIL ABOVE L;
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET' {4
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1 I 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE i'c - 3000 PSI MIN, o o^N id s
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14 GA X 2-1/8'X 1'(STANDARD) 1.82' DIA.X.50"STEEL ROLLERS (570.) B!' [M:i
o.I2 GA%3-5/16'X 1-1/2"(OPTIONAL) _ 7/8"PUSHNUT 1.82'DIA. X .50'NIYLON ROLLERS (OPTIONAL) '�( M 0 015 w°`*," °,•,F _
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W/1/4-20 X 5/8"TRUSS HO. 2.75'DIA X .50"NYLON ROLLERS (OPTIONAL) sheet 2of $
SLOTTED M.S.k LOCK NUT SECTION B-B WITH 5" STEM
POP RIVETS 1-1/2"X 1/2"X 1/8'HORIZ.ANGLE (\ m
5/16 X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.
2' 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WWOOWS,
GALV 45TEEl-i/2'%3'X.104• WITH 1-1/4"EMBED INTO MASONRY EX�EEOING B FT. IN HEIGHT 2"X 2"X 1/8'HORIZ.ANGLE N
OP ROLLER BPACKET ON EACH SIDE 3 PER BRACKET II p FOR DOOR HEIGHTS ABOVE 8 F7.OR o
FASTENED W/(8) 14 X 5/8'S.M.S. _ 11 -I DOORS WITH INSULATION OR WINDOWS Z w
SPOT WELDED TO HORR.TRACK O
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART W
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SLIDE FASTENED TO BRACKET / / A J FIRST AT 3'D.C.,REST AT 9'O.C.
W/5/16-18%3/4"HEX HEAD _ WELDED TO 1-1/2'X 1-1/2' % 14 GA ANGLE -- CONNECTED TO FLAG BRACKET ANGLE o c
M.SCREWS NUTS, FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT
WITH (4)-1/4-20 SS. BOLT&NUTS - HDRR.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH
TOP RACKET - (2) 1/4-20 X 5/8'BOLT&NUT
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°-(STANDARD) TOP BRACKET
OPTIONAL)) O U
LOW HEADROOM 000 _ �)G
14 GA GALV. STEEL TRACK - - - O q e - -- -
-I HORIZONTAL REINFORCEMENT VERTICAL TRACK a¢n
1/2'X 1-3/4'X.058'FORMED STEEL 2-1/8"X 1'K .080" dJt�
GLUED TO PANEL AND FASTENED TO O OC ,
VERTICAL STILES WITH - SECTION A-A �y Q N
(2)3/16'POP RIVETS 2"X 5-1/2"X.104" V Q(GSi 3(� ••
GALV.STEEL
FASTENED W/(4)8 14 X 5/B"S.M.S.
TOP ROLLER BRACKET FOR Q Z 1+1
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
1/2"X 1-3/4'X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 82 B3 B4 I B5 B6
GLUED TO PANEL AND FASTENED TO 6'-0" 18"18" 18° W.N/A 1"TO 2"11-3/4" 23" 34' 45" 56" 67"
VERTICAL STILES WITH -
_ (2)3/16'POP RIVETS 6'-6' 21 18 18'21'N/A 1"TO 2°11-3/4" 23" 34° 45 56" 67"
5/i6'MEETING RIB 7'-0" 21"21" 21"21"N/A v.TO 2°11-3/4" -23" 34" 45"
_ PLASTIC STEEL ROLLERS 7'-6" 18" 18" 18' 18" 18'1"TO 2"11-3/4" 23" 34"_ 45" 56" 67" 78-1/4'
PLASTIC/STEEL 21" 18" 18"18"21"1"TO 2°11-3/4" 23" 34" 45" is 67" 78-1/4"
1.82" DIA. X.50° c� "'� O
�W/.44 DIA.X 4-1/4'STEM =w '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
®, x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL INSULATIONS: z 0: a
BY'C%ST PRODUCTS LLC' O
EPS-EXPANDED POLYSTYRENE o m ' U v
DENSITY a 1.05 PCF o m 1.9"X 2.19"X 3.3"X .090' / Z Z m
N.O.A. 011-0926.07 STEEL TRACK BRACKETS
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ISO-25 POLY-ISOCYANURATE o Q Z N
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DENSITY= 1.03 PCF m /- c3 Q N S
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DENSITY=0.92 PCF m
N.O.A. #14-0311.08 /
®' 14 GA GALV.STEEL
ROLLER HINGES FASTENED
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MIN. 024'ROLL FORMED STEEL PANEL a
DRAWING OUALRY G-40
MIN.YIELD STRENGTH- 39 KSI m
------WITH PRIMER AND BAKED-ON TRACK CONFIGURATION a z 3 z
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
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N
a VFRTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM o
DOUBLE TRACK o
12 GA.GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
W/(4) B 14 X 5/8'SMS o
EAgr,JAV AHMAO c
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FLA.PE 70592 w@8w0 Iyvd81010P1miA� $ I
CA.N, 3B �p�Qpdp i; n .5a
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BOTTOM SEAL OPTIONS Aeeeprecelb _p �� M
SEE SHEET 5
SECTION A-A — _--- - - _ - - --- - - b!si5 d 02-21
-
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sof 5
3 4" REINFORCEMENT
IN. 1/2'% 1-3/4'X.055"
ODS FORMED STEEL N
d8% 1'
z 1-1/2'MIN. SELF DWLUNG SCREWS �- ye% 1' o
_ OR SELF DRILLING SCREWS Z R
I GE DIST. o I m 3/16"'RIVEX'STEEL RIVETS OR 0F cs
om m iv o MULTIGRIP W/DOME HEAD 3/16•'RNEX'STEEL RIVETS Z
AT 48"O.C. MULTIGRIP W/DOME HEAD f' ' •�
I 1 \ N 3 AT 48"O.C. 6
REINFORCEMENT O o
1/2'X 1-3/4"X .058" 0 S
FORMED STEEL 7j
1/4"DIA.LAG SCREWS 1/4"DIA.LAG SCREWS O + 0;O
2.1 BU I 'AT 6" FROM ENDS WOOD BU I AT 6'FROM ENDS
AND 15'O.C.MAX, AND 15'O.C. MAX. C N
- I 1 W'STRIPALADAPT�M STEEL
RIP ADAPTER . O 6 Q 6UMIN _ _ -.__ _
U0
RUBBER W'STRIPPING RUBBER W'STRIPPING Qj 3 m
050
,22�4 IS dl LS.�J.a 700 34B Q W el f F
�
I
1.790 C�1.750-�I —•7—�
0
BOTTOM SEAL OPTIONS �
OPTION 'A' OPTION 'B'
0
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN,) o n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Q J
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ly
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._ __ _. Z V;
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING W
ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. El 00(Do
3/8'HLC SLEEVE BY HILTI CONC. 1-1 4 5' 2" Of-
3/8'
_3 B CONFLEX BY'ELCO FILLED BLOCK 3-3 4' 0 3
3
8'DYNABOLT BY ITW' CONC. 1-1 Z
.2 e' 2-1 2 0
STEEL STRUCTURE BY OTHERS
3 B POWER-BOLT BY POWERS' CONC_ B' 2" 9 L o
5/18•X 1-5/8" •MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 _ 8" 3'
LAG SCREWS BY DOOR SYSTEM
AT 12'O.C. CONCRETE Ib= 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm= 2000 PSI MIN. N _
5/16"DIA.BOLTS
WITH WOOD BUCK CONNECTION TO MASONRY ' • ' AT 12'D.C.MA NUT
- �- -
��� EDGE DST. EI
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO i S
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELCW WITH SPACING OF d 11,
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED B
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1/4' E 2-1/2"X 14 GA __ o
2-1/2"MIN. EDGE DISTANCE 11_1/2• 1-I/2° �-'CONT.STEEL ANGLE 1-1/2' TS ¢6
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 G0.GALV. STEEL
O
11"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FIAT BRACKETS t3'LONG 2-1 8'X I"% 14 CA. °' b za a
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1/16"X 2-1/2 AT 12"O.C.IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS AT 15'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12'O.C. MAX. CONNECTED TO CONT.ANGLE W/(21 14.4-20X5/8"TRUSS HD. P a n
3/B"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED .S.T LACK NUT m
23"O.C.IMO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED CONTINUOUS N. T A K
'm o
3"MIN.EDGE DISTANCE -ONTN IO S AN• TRACK REVERSE TRACK
TO CONCRETE AND FILLED BLOCK
3/8'HLC SLEEVE BY'HILT'WITH SPACING OF TO W000 BUCK TO STEEL
10.O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN, EMBED, 4"MIN. EDGE DIST.
15'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
Engr•.JAVAD AHMAD u
PREPARATION OF JAMBS BY OTHERS CML PNODUCF RENEWM
FLA.PE{p1 70592 �Oo�17A10with010Flwift
lod
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA.N.5538 BdMhlg e
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NO
BY DOOR SYSTEM, �`��f'��+^''' J 5
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF �1
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY B1' drowing no. l
BUILDING OFFICIAL UPON INSPECTION. rm, g0drL4CgA01 2-21 J _
- MAXIMUM E7(1ERIOR(+) LAAO-PER JAMB o (16116`X-62-PSF)/2 a 291 Lbs per-Fl: - --- ---" -- -- - ---
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16'X 44 PSF)/2 =355.5 Lbs per Ft. sheet 4of 5
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC N
I
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Y
1.765 1.725 a N
D. o
7/16'DIA WASHER 1.144 0� ••
Lu
P8 % 3/4"SMS 21 3/4-
0 M
11 1 0 3/8"FROM ENDS MAX. .176 800 a 0: Q
O 11 .III 11 i AND 7"O.C. MAX. WOW.WIDTH O n O
IF * EXTERIOR FRAME * INTERIOR FRAME y W z
Ill 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
1 E �
(4)R8 X 3/4'SMS x d
VIII 11 4D 1-3/8"FROM ENDS o O.L.O. Z 07
AND 6-1/2'O.C.MAX. g N J O
1 1 1 1 1 i a o --
L IIII
AiJO
IIII 175%.062 DEEP w
,III GROOVE
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IIII 0
IIII 1/4"POLYCARBONATE LEXAN
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IIII NOA fl13-0717.01
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I,I1 175 x .062 DEEP
111 GROOVE GI
f III 0
(4)#5 x 3/4"SMS INSIDE ELEVATION C
m 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2'O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
IS X 3/4"SMS C
/ III 1 1 ®J/e'FROM ENDS 175 X.062 DEEP
AND 4-1/2'O.C.Mo. _ GROOVE s o d^e =A
i v�u
�� •� 88 X 3/4"SMS
0 3/8"FROM ENDS ----AND 7"O.C.MAX. F-
_ En9r:JAVAD AHMAD PROD10"1T PE74Z1VED Q
CML
cbb
7/16"DIA.WASHER - - - - - - - - - - - - - ' FLA,PE i 705 2 &dl �� j $ 1
\` CAN. 538 AoacgloM NO S'O3/1 O g ti a .
S ii 5
DOOR PANEL EXTERIOR By drawo
24 CA (.024)STEEL MIN.
DOOR PANEL 15/16'MIN. D.L.OPG. - -- r �5 04/01 i g r O.
24 GA. (.024)_STEEL MIN. _ _ __ _. GLAZING BITE - - - __- - O � _- --=
____
WINDOW WIDTH 02-21
sheet 5o 5