HomeMy WebLinkAboutNotice of Acceptance File c®px
MIAMI.DADE WNIIAI•II-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOAIIC 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.eoy/economy
DAB Door Company,Inc.
12195 NW 98`h Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable riles 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 perforin 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 up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision I dated 11/03/2014,prepared by Ai-Farooq Corporation,signed and
scaled 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.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent Iabel 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 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 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#12-0110.06 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. 14-0814.04
MIAMI-DADECOUNW Expiration Date:August 9,2016
•••(4m) f Approval Date:February 5,2015
is--�"�€ Page I
f
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5,,dated
02/01/2001, with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Subinitted under NOA#09-0128.04"
1. Test reports on 1)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 203-94
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and
sealed by Candido F. Font,P.E.
"Subinitted uuderNOA#09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F.Font,P.E.
"Subinitted under NOA #01-OS16.03"
3. 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 01-974A,dated 01/29/2001, signed and sealed by
Hector M. Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No. HETI 01-969, dated 01/18/2001,signed and
sealed by Hector M.Medina,P.E.
5. 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 08/17/1998,
signed by W.A. Jackson,P.E.
*! IZ4
lE1 g
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 14-0814.04
Expiration Date:August 9,2016
Approval Date:February 5,2015
E-1 '
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D.
C. CALCULATIONS
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.
"Submitted untler NOA#09-0.128.04"
2. 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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
L . 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 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 oil 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-Cl 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 Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted underNOA#05-0228.02"
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 ASTM D638 of"FVC 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.
F. STATEMENTS
1. Statdmcnt letter of code conformance to the 5`h edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Abpad,P.E.
i
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.14-0814.04
Expiration Date:August 9,2016
Approval Date: February 5,2015
E-2
7-1/2"X J"X .071"CAM STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" U o
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-1B MS W/NUT m
W/(6) 014 X 5/8'SMS �'� FASTENED TO ENO STILE WITH OPTIONAL DOOR VIEWER M
WITHOUT DELRON SLEEVE(STD.) (6)014 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT
WITH DELRON SLEEVE(OPTIONAL) / ```�\ CENTER STILE Z
j 0 0 1 CENTER STILE O \3
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7-1/2"X 2-1/4"X.071" 1 ---- -- <o
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LOCK $
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11'W X.15'THK. LATCH LOCK - ----- _ - °D
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LOAOED SLIDE BOLT(BOTH SIDES) - _ -_ 0
FASTENED W/(4)014 X 1/2"S.M.S.
-- 5/8"MIN.LOCK ENGAGEMENT '1 �/ ] [] Ld M
.CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS - I CWO ¢-i
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DOOR HEIGHT CONSISTS OF0 1\ T" / Z e
8'-6' 2 SECTIONS 18.2 SECTIONS 21' .158 DIA.GAM AIRCRAFT TYPE i \``\ i/ o `\ ./ L y A U O 3 H
6'-9' 1 SECTION 18' J SECTIONS 21' CABLE k NICO-PRESS SLEEVE \/ \ OPTIONAL VENT
W/MIN.5 TO 1 SAFETY FACTOR 1 I 1 / (3) 5'WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE [~i O Z
7' 9 SECTIONS 21'- f O
OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN in 1n n
1 1 120 SD. IN. COLONIAL DESIGN U �
7'-6' 5 SECTIONS 18•- 6"X J"X 0.1" \ i 1 i Q c.15
7'-9' 4 SECTIONS 18'1 SECTION 21'
STEEL PLATE \`tT O / \ 1 MAX.DOOR WIDTH
8• J SECTIONS 18'2 SECTIONS 21' WITH (2) 014 X 5/8"SMS � �
B'-J' 2 SECTIONS 18'3 SECTIONS 21' -- 9'-4" v O
8'-60 1 SECTION 18• 4 SECTIONS 21-
W-S" 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR T
9'-3' 5 SECTIONS 18"1 SECTION 21' DOOR OPTION e
9'-6' 4 SECTIONS 18'2 SECTIONS 21' o �i
9'-9' 3 SECTIONS 18'J SECTIONS 21' 7-7/8"X 3-1/8'X.010" gg
10' 2 BECKONS 18'4 SECTIONS 21' STEEL PLATE DAH DOORS INC. o o W
10'-J' 1 SECTION IB' 6 SECTIONS 21• CENTER STILE WITH (4) 014% 3/4"SDS W ]"i
Hurricane Master Model 824/811 qq
10'-8' 6 SECTIONS 21'- C F
10'-9' 8 SECTIONS 18'I SECTION 21' OUTSIDE 014%3/4•SELF DRILLING SCREWS IAAY 8E USED Max. Size 9'-4" X 16'-0" High
11' 5 SECTIONS 18'2 SECTIONS 21' HANDLEt1WN-A1(
END STILE IN LIEU OF 014 X 5/8"SMS With Window Uto Option d K
11'-3' 4 SECTIONS 18"13 SECTIONS 21'
Ir-s' J secnoHs te'4 secno8s z1' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING
11'-9' 2 SECTIONS 18'S SECTIONS 21' ° 60.D RS
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R GUIDES
12' 1 SECTIONS IB'6 SECTIONS 21' D ON END STILE, ° o d,N,•
12'-3' 7 SECTIONS 21'- 014 X 5/8°'SMS '> o 8
12'-6" 8 SECTIONS IS'2 SECTIONS 21 ° QGENERAL NOTE12'-9' 5 SECTIONS 18'3 SECTIONS 21' OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THEIN 4 SECTIONS 18'4 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FIC)FIFTH EDITION(2014)
13'-3' 3 SECTIONS IS-5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Q Q
13'-6' 2 SECTIONS 16'6 SECTIONS 21" 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engn JAVAD AHMAD
,31-9" 1 SECTION t8' 7 stcTroNs 21• OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL ex�����
FIA PE 70592
14' 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. CAN. JB BAdW4y Coft -
14•-3' 6 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINCPLATED CARBON STEEL. AooptwW No
14'-6" 5 SECTIONS 18"4 SECTIONS 2P LOCKS SHOWN ABOVE Q (�
14'-9' 4 SECTIONS 18'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 11LL o 5
THESE DETAILS ARE NOT PART OF THIS APPROVAL, 62014 k6 O
15' 3 SECTIONS IB'8 BECKONS 21' BY
15'-3' 2 BECKONS 18'7 SECTIONS 21• 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. q� Browing no.
15'-6• 1 SECTION 18' 8 SECKDNS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01—og
15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR MANZ AND
18• 6 SECTIONS 18-H,SECTIONS 21' ASTM E1886-OS ASTM E1996-09. sheet 'l 01 5
24 GA. STEEL PANEL
3/16"ALUM RIVETS ��
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16"X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) END STILE
ONE PER BRACKET POSITIONED AT EYE LEVEL U
ANCIIORS AT TRACK BRACKET:' o M
OPTIONAL STOP MOULDING T.i en
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A)]/8'DIA.POWER-BOLLBY POWERS' lit Q
TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE ¢U
A14%5/8'SMS 1-7/8"MIN.EDGE DISTANCE ¢ O� ry
6 PER HINGE SEND STILE,%CONNECT TO IPANELSSWITH B)3/8TEEL 'DIA HLC SLEEVE BY'HILTI' U '0 W
SOUTHERN PINE .. - 1/2"X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN,EMBED INTO CONCRETE OR FILLED BLOCK JQ V) cD p� �I
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN.EDGE DISTANCE INTO CONCRETE Z R'
0.55 S.C. EDC DIST:! END STILE WITH 3/16"POP RIVETS 0 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK F O Z U
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• �\` I / -CENTER STILE,CLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. O N=
TO PANEL Y!/(4)3/16'RIVETS
1 1/2"MIN. I POP RIVETSeJL
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ANCHOR TYPE A OR 0
1.9"X 2.19'X 3.3"%.102" (1)PER BRACKET
STEEL TRACK BRACKETS SEE SHEEP 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING
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7-1/2"X .071"GAILY.
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CENTER HINGE 7-1/2"X 3"X.071" o
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12 CA.%3-5/I6"% 1-1/2'(OPTIONAL) 2.75" OV1. X.50"STEEL ROLLERS (OPTIONAL A.taep�fEt L L
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5/16 X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT YIELDED TO HORIZ.TRACK
2-3/4'X 5-1/2"%3'X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REpD.ON DOORS m
GALV.STEEL WITH TWO YIELDS AT 1-1/2'APART 4
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT, FIRST AT 3"O.C.
FASTENED 1YPER BRACKET II A
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W/5/16-18 X J 4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE A J (2) 1/4-20 X 5/8"BOLT&NUT (•m73
M.SCREWS&N S. FASTENED TO TRACK
TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" 0
(STANDARD) - - L9
TOP BRACKET O F a LL
= LOW HEADROOM DOOR —I VERTICAL TRACK
- 14 G0.GALV.STEEL TRACK 2-1/8"% 1"%.OBD" p N
O HORIZONTAL REINFORCEMENT a
SECTION A—A o
o f 1/2"X 1-3/4'X.059"FORMED STEEL 2"X 5-1/2"%.104" 0 a G
w CLUED TO PANEL AND FASTENED TO CALV.STEEL 0 n-
m VERTICAL STILES WITH FASTENED W/(4)® 14 X 5/8"S.M.S. fY, O
a (2)3/16'POP RIVETS TOP ROLLER BRACKET FOR a
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J ZZ��Cny{gaC
1/2"X 1-3/4"X.059"FORMED STEEL HEIGHT Q W^G
CLUED TO PANEL AND FASTENED TO IST 2ND 3RD LTH 5TH B1 B2 B3 B4 05 06 87 B8
VERTICAL STILES WITH "' 6'-0" 18" 18" 18" 18"N/A 1"TO 2"11-3/4" 23" _34" 45" 56" 67"
(2)3/16'POP RNETS 6'-6" 21"18" 18"21"N/A 1"TO 2'11-3/4" 23" 34" 45 56" 67-
7-
7" —
- _ 5/16"MEETING RIB 7-0" 21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" _ 45' S6" 67' -
7'-6" 18" 18" 18"18" 18"1"TO 2'11-3/4" 23' 34" 45" 56" 67" 78-T/4"
1.82"DIA. X.50"ROLLERS 8'-0" 21" 18" 18"18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" Of m
.® W/.44 DIA.X 4-1/4"STEM m
Ej —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O M
FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. Uj M
OPTIONAL INSULATIONS: i o 4
BY'DYP Aci PROD TS w
EPS-EXPANDED POLYSTYRENE a.g m Of Q
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DENSITY 092 PCF / Q Z'a vi
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N.OA X11-0926.07 n STEEL TRACH BRACKETS j L9 — z '$
v OR m 2-3/16'HIGH / _J a0 w
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH j Q (n rn cl I
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ROLLER HINGES FASTENED m-
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MIN..024"ROLL FORMED STEEL PANEL «w
DRAWING OUAUTY G-40 _ a
—_ MIN.YIELD STRENGTH 34 KSI u W
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POLYSTER PAINTED TOP COAT g s
APPLIED TO BOTH SIDES OF STEEL
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AVAILABLE TRACK OPTIONS
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W/(4)J14 X 5/8"SMS FIA.PE f 70592 �1 o
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BOTTOM SEAL
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WITH
RH I/8'X 1"S.M.S.®48"O.C. Q� �9
SECTION A-A AND RUBBER WEATHERSTRIPPING :Sheet 3 01 5
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_ DIST.
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:§ _ I OGE DIST. I m W ;1/4'DiA.LAGSCREWS 2BY /4"DLI.LAG SCREWSAT 6FROA1 ENpS WOOD OU K �-AT 6"FROM ENDSAND 19"OCMAX. � �•., AND 19'D.C.MAX.
OPTION 'A' OPTION 'B'
TLov WDOD ETI IT K CONNEOTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAY"SG-0.55 MIN.) wTHE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENTTO WOOD STRUCTURES.iF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATLONS/DESIGNi-i
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. """"— ANCHOR SPACING Z iT--
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BELn
-ANCHORS 57RUCtURE EM8E0 SPACING EDGE DIST. C9 _
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
3/8-HLC SLEEVE BY HILTI CONC. 1-1 4 8' i-5 8 J ��CW,T I
3 'HLC SLE BY'HILTI' FILLET BLOCK 1-i 4' B' 4" Z
3 8"DYNABOLT BY'ITW' CONC. 11-1/2-1 e' 2" O d a
STEEL STRUCTURE BY OTHERS 3 e"DYNABOLT BY ITV! fILLET BLOCK 1-7 2
5/16^X i-5/8' 3 8'POWER-BOLT BY'POWERS CONC. 2- e' 1-7 8 W p Z x
LAG SCREWS -MUST SUPPORT THE LOADS IMPOSED J 8 SLECVE-ALL BY SIMPSONSI CONC. 1-1 2 8' .1-7 8 U1 0) r4i
AT 12"O C BY DOOR SYSTEM ((pp
CONCRETE Pc = 3000 PSI Ai IN. Q 0)
AT v
C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN.
5/16`DIA,BOLTS
WITH WASHER&NUT �•u—�
WOOD BL10K GONN�CTION TO MASONRY .o-�, �AT 12•D.C.MAX, EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I'
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH i
1/d'ULTRACON BY'ELCO'WITH SPACING OF I 'z^
16"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED Yo- �a
16"O.C.INFO 3D00 PSA CONCRETE,WITH 1-3J4"MIN.EMBED " WONT. X 2-112'% 14 CA
2-1/2"LIIN. EDGE DISTANCE 1_1/2^ T 1-1/2' Cl-1 "X 2 ANGLE 1-1/2-
1/4'TAPPER BY'POWERS'WIN SPACING OF u ° B
14"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED --12 CA.BRACGALV.KETS
STEEL ° w
16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN EMBED 1/16'X 2-1/2 FLAT BRACKETS#3"LONG 2-1_f9^E 1'% 14 G0. y z
AT 12'O.C.IN DOOR OPNG. GALT STEEL TRACK
3'MIN.EDGE DISTANCE FILLET WELDS FASTENED TO TRACK PLATES
Jf8'CONFLEX BY'ELCO' OR AT 12'O.C.AU06 AT 18'O.C.ABOVE ODOR OPNG. W/(2) 1/4-20%5/8"TRUSS Hp. ^»
318" -DT LE'IW WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED W/(3) SPOT WELDS A7 EACH SITE m r
2'MIN.EDGE DISTANCE
CONTINUOUS AN TRA(�� (tERSE TRACK CONTINUOtiS ANLLE TRACK H
TO CONCRETE AND FlL4 D� BLOGIC
318'HLC SLEEVE BY'HILTI'WRIT SPACING OF .TLD HOOD CK BUTO STEEL `a
8O.C.INTO GROUT FILLED BLOCK WALL,VAIN 1-1/4'MIN.EMBED,4'MIN.EDGE DIST.
le"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED ANDr—_ ---.--a
2-tf2'MIN. EDGE DISTANCE A 7 R ATE TRACK INSTA(,ATION
Eng,:JAVAD AHMAO PRODWITRRVISFDq
PREPARATION OF JAMBS BY OTHERS CML ---oyhRwi*f ilwlft q
FLA PE 70592
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.5538 Amplaw
ADEQUACY OF SUPPORTING STRUCTURE ro SUPPORT LOADS IMPOSED 214 E $ 2 5
BY DOOR SYSTEM. '
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF BSr
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. !l2�nGl)erle hucf C.odoMrol dJJr''ayywging 9
MAXIMUM EXTERIOR(4)LOAD PER JAMB d (9.33'X 50 PSF)/2 233.3 lbs per Ft. V t^�
MAXIMUM INTERIOR(-)LOAD PER JAMB (9.33'X 60 PSF)/2 279.9 Lbs pe,R, sheet ¢ of
*PLASTIC COMPLIES WITH
G PANEL CHAPTER 26 OF FBC
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DOOR PANEL EXTERIOR 1Yoeviro $ L
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WINDOW WIDTH 01-09
sheet 5 of 5
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
M160EXPOSURE B 9'x7.' Door =+26.7 -30.2
M160 EXPOSURE B 16'x TDoor =+25.6 -28.5
E1160EXPOSURE C 9'x7'Door = +32.4 -36.6(1 story and max 15'
MI 60 EXPOSURE C 16'X 7' Door =+31.0 -34.5 1 mean roof height)
F1160EXPOSURE C 9'x7'Door =+37.4 -42.3 (2 story and max 30'
M160 EXPOSURE 16'X 7'Door =t 35.9 -39.9 mean roof*height)
[]160EXPOSURE D 9'x 7' Door=+39.3 -44.4 (1 story and max 15'
M160 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
(2 story and max 30'
'JD160 EX O-SURE-D-9''x_7_'_Door+-44-T3- 6�0
M160E>(F:50SURED16'.x7' Door=+42.5 -47.4 mean roof height)
F1150 EXPOSURE B 9'x 7' Door =+22.8 -25,8
M150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
E1150EXPOSURE C 9'x 7' Door=+27.6 -'31.3 (1 story and max 15'
T -
M150 EXPOSURE C 16'x
Door=+26.4 29.5 mean roof height
M150EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30,
M150 EXPOSURE C 16'x 7'Door +30.6 -34.1 mean roof height)
M150 EXPOSURE D 9'x 7' Door =+33.6 -38.0 (1 story and max 15'
M150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
M1 50 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
[:]150 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
• Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product-approvals
available at the time of inspection.
• Glazing in Garage doors must comply with R301.2..1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval#