HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE NUMI-DADE COUNTY
PRODUCT CONTROL SECTION
f 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 (NQA) www.miantidadLgov/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 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 J dated 03/09/2015,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.
NIISSILE 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 on the door's side hock,
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#)!14-0814.04 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.15-0317.02
cmuq&��"
-DADE CoExpiration Date:August 9,2016
Approval Date:June 11,2015
o�/oy zotS
Page 1
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 J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted 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.
"Submitted under NOA#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.
"Submitted under NOA#01-0516.03"
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.
oG�o2IZslS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
i!-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.04"
2. Anchor verification calculations prepared by AI-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
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 Acceptance No.14-0311.08,issued to lnsulfoam,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 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.104129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-022&02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09127/2004,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 04-1251,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 materiae',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 "Submitted under NDA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Abroad,P.E.
06 ,p2 �tS
Carlos M.Utrera,P.E.
Product Control Evnminer
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2"X 3-X.071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" ED
END ROLLER HINGE _ STEEL PLATE.WITH ONE 5/16--18 MS W/NUT
W/(6) #14 X 5/8'SUS -•'Q - FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
WITH OELRON SLEEVE(OPTIONAL) `\♦\ STILE Z m w
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CONFORMS TO SECTION IOOB REGARDING GAGE DOORS M
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DOOR HEIGHT CONSISTS OF /- O -```\ '-- •�`♦ 1♦ 3= ........_. _ - _._.. .. ............- U)O,O I
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CABLE&NICO-PRESS SLEEVE-r-- i 1 'i OPTIONAL-VENT _ N
6 9' 1 SECTION 18 3 SECTIONS 21' W/MIN, 5 TO 7 SAFETY FACTOR I V 1 ci O Z
T 4 SEclioNs xi -. T (3)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE v
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7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE \\ `\ / MAX.DOOR WIDTH 0 N= r
0' 3 SECTIONS ie'z SECTIONS 21' WITH (2) X14% 5/8'SMS ♦ J ® i --- —"--.. _-
.8'-3' _ 2 5£C1i0NS 18'3 SECTIONS 21' _ ' ' B'-4"
e'-6' 1 SECTION 18' 4 SECTIONS 21' ---"`-
6'-9__ 5 SECTIONS g1'- BRACKET BRACKET INSIDE ELEVATION
e' s SECTIONS te'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
SECTIONS ID'1 SECTION 21' DOOR OPTION G y�Iy
9'-6' 4 SECTIONS 18'2 SECTIONS 21' •• L 1'a m
9'-9" 3 SECTIONS 18"3 SECTIONS 21' 7-7/8'X 3-1/8'X.010" '
10' 2 SECTIONS 18"4 SECTIONS 21" --STEEL PLATE DAB DOORS INC. o
10'-J' 1 SECTION 18' S SECTIONS 21' CENTER STILE WITH (4) b14 X 3/4'SOS
IV-6' 6 SECTIONS 21'- Hurricana Mastorg Modol 824/81 1 a
HF-9" 6 SECTIDNS 18'1 SECTION 21' HANDLE 814 X 3/4"SELF DRILLING SCREWS MAY BE USED Max. Sine w LiteX 16'-0" High N o`V >h
HANDLE END STILE 8 /8°SMS With Window LilOption a.>l yIg g g
TV S SECTIONS 18"2 SECTIONS 21' IN LIEU OF 14%5
11'-3' 4 SECTIONS 18'J SECTIONS 21' { -
1r-6" 3 SECTIONS 18'4 SECTIONS 21- THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = h 50.0 PSF I
11'-9" 2 SECTIONS IS'5 SECTIONS 21'
12, 1 SECTIONS 18'8 SECTIONS 21' IMIT
GUIDES - 60.0 PSFri aALLEO ON ENO STILE o 0 o y-q$
12'-J' 7 SECTIONS 21"- WITH (4)#14 X 5/s'SMS
12•-6" 6 SECTIONS 18'2 SECTIONS 21' GENERAL NOTES a LL e:^
12'-9' 5 SECTIONS 18"3 SECTIONS 21' Q 18T X.6W LOCK BAR 1• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE --�
13' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CAGE(FBC)FIFTH EDITION(2014)
13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
13'-6' 2 SECTIONS IB"6 SECTIONS 21'
13'-9'--1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONALI 2. ANCHORS SHALL AS ED, SPACED AS SHOWN ON DETAILS. &91.DCIV fitpDUCF tEI' o
ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL CML lyiy 141t�1hiluHl Q Tu
14' 8 SECTIONS 21'- LOCK BAR LACKING SHOWN DRESSING OR STUCCO. FLA.PE 8 70592 0811C•O& c
14'-3' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. C.0.N. 3B N
14'-6" 5 SECTIONS 18"4 SECTIONS 21" LOCKS SHOWN ABOVE G y B ,,
14'-9' 4 SECTIONS 18'5 SECTIONS 21' 4, ANCHORINC OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN g 9 q 6
15' 3 SECTIONS 186 SECTIONS 2I' ' THESE DETAILS ARF.NOT PART OF THIS APPROVAL. BVJ
,_-,15'-J1_.._2 SECTIONS IB'•7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O 015 TIUTIou drawing TIO,
15'-8' I SECTION IB' 11 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH INC REGUIRGAENTS OF FLORIDA 0,1-09
I5-9' 19 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
16' 16 SECTIONS 18'4 SECTIONS 21' ASTM E18B6-05/ASTM E1998-09; _ sheet OT $
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FLAPS BENT OVER PANEL6 6
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STEEL TRACK BRACKET FASTENED .$OLID BRASS DOR VIEWR
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE END STILE I- W
(FULLY THREADED) POSITIONED AT EYE LEVEL
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ONE PER BRACKET 1 O
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OPTIONAL STOP MOULDING A)3/8"OLA.POWER-BOLT BY'POWERS' W j
BY DOOR INSTALLER 2'MIN. EMBED INTO CONCRETE CO
FOR CONNECTION OF WOOD BUCK 1-7/8"MIN. EDGE DISTANCE (j t v
TO MASONRY SEE NOTE ON SHEET 4 Z
P14 X 5/8"SMS 3/4"X Z"X 2-1/2'X 18 GA. STEEL 8)3/8"OLe_HLC SLEEVE BY'HILTI' U m W m
6 PER HINGE END STILE.CONNECT TO PANELS WITHO
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2"X 1-3 4 . I-1/4"MIN. EMBED INTO CONCRETE NFILLED BLOCK Q In m
1 "X 059'FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1
/ / SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CO Z R' n+
SOUTHERN PINE CLUED TO PANEL AND SECURED TO 4'MIN. EDGE DISTANCE IMO FILLED BLOCK
OCK O Z U
0.55 S.C. , - E r DIST.: END STILE WITH 3/16'POP RIVETS 0 12"O.C.
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' y ° e' • 1-7/8"X 2-5/8"% 045'STEEL EDGE CONCRETE Pc - 3000 PSI MIN. (W7) B7{ .�^..
C-90 GROUT FILLED BI OCK I'm 2000 PSI MIN- rn
'' Z CENTER STILE�CLUED AND RIVETED� DISTANCE I O N= �
TO PANEL W/(4) 3/16'RIVETS
\ POP RIVETS
1 1� i! #14 X 5/8"S.M5. 41:-3/1
1��/16� -�
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ANCHOR TYPE A OR B r
1.9"X 2.19"X 3.3"X.102" 1 PER BRACFEi ss
SEE SHEET 3 FOR BRACKET SPACING
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
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SECTION 8-
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END ROLLER HINGE
7/16'PUSHNUT
INSTALLED ON ROLLER SHAFTF.ngc JAVAD AHNAO YET(Mccul0vuFD
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INTERIOR SIDE 1.82"DIA.X.50"STEEL ROLLERS (STD.) HA,PEI0 70592 MdIrCdl o I n
STEEL TRACK 1.82"OTA.X.50"NYLON ROLLERS(OPTIONAL CAN.35 8 A00e�[�ID 3) "G9"
14 GA.X 2-1/8"X 1'(STANDARD) 2.75"DIA. X ,50"STEEL ROLLERS (OPTIONAL) one
12 GA.X 3-5/16"X 1-1/2"(OPTIONAL) 2.75"DIA. X .50"NYLON ROLLERS(OPTIONAL) YY
FASTENED TO TRACK PLATES WITH 5"STEM
W/ 1/4-20 X 5/8'TRUSS 110. OdIL1 drawing no.
SLOTTED M.S.& LOCK NUT
Mpg 0 26% 01-09
she 2 of_5
POP RIVETS 2 X 2 X 1 8 HORIZ.ANGLE
2 ,� _ 5/16"X 1-5/8" lllC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED 70 HORIZ.TRACE V
I— I 2-3/4"X 5-1/2"X 3"X.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT RE00. ON DOORS
CALV*FA-
STEEL WITH 1-1/4° EMBED INTO MASONRY EX COOING 8 R.IN HEIGHT WITH TWO tYEL05 AT t-I/2"APART 111 0
ER BRACKET ON EACH SIDE 3 PER BRACKET ��., FIRST AT 3"D.C. Vi I
f W/(6) 14 X 5/8"S.M.S. _ _ A CONNECTED TO fIAC BRAGkEREST ATf ANGIOSTHK. CALV.STEEL ADJUSTABLE _ - W/3/8-16 k 3/4"BOLT&Nllf FASTENED TO BRACKET 2-1/2"k 4-1/d' X 1J(',A. 51FF.1. PI ATF,S AND TO SPRING SHAFTGUIDEWITH/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 1d GA.ANGLE A (2)t/4-26 X 5/8"BOLT& NUTCREYIS h NUTS. FASTENED TO TRACK4WITH(4) 1/4-20 SS. BOLT&NUTS`(SAN RC'ET _ _ - 110RR, TRACK LENGTH - OPENING HEIGHT PLUS 12" 96
TOP BRACKET
C
LOW HEADROOMI R DOOR
- -�-� VERTICAL TRACK� Q= h
' = 14 GA. CALV.STEEL TRACK 2-1/8"X L"X .080"
N w HORIZONTAL REINFORCEMENT SECTION A—A C°LX w r�1
1/2"X 1-3/4'X.059"FORMED S1EEL 2"X 5-1/2"X.104" a a p
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GLUED
TO PANEL
AN FASTENED TO CALV.STEEL --- ___ O F
VERTICAL
POP R WITH
FASTENED W/(4)B Id X 5/8"S.N.S. 0 q
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LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS JI w g
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GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH -_� -- 6'-0" 18"18" 18" IB"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" ' _
(2)3/18"POP RIVETS
6'-6' 21'18" 18"21"N/A 1"TO 2"I1-3/4" 23" 34" 45" 56" 67" -__ - I
_7'-0" 21"21" 21"21"N/A 1"TO 2°11-3 4" 23" 34" 45' 56" 67" -
-5/16"MEETING RIB .... /
7'-6" 18" 18' 18"18" IB"1"TO 2"11-3/4' 23" 34" 45" 56" 67" 78-1/4"
_ 1.82°DIA. X .50"ROLLERS .-J. 8'-0" 21"18" 18" 18" 21"1"TO 2"11-3/4" 2J" 3d" 45" 55" 67" 78-1/4" I a Do
W/.44 DIA X 4-1/4"STEM " - -
- - O =w --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
p
= FOR DOORS MORE THAN B,Ff.HIGH,USE ADDRIONAL TRACK BRACKETS AT 10" O.C. Lj M
OPTIONAL INSULATIONS: ?
BY 'DYPIASr PRODUCTS LLD
EPS-EXPANDED POLYSTYRENE a$ mQ
DENSITY= 1.05 PCF O 1.9"X 2.19°X 3.3'X .090"
STEEL TRACK BRACKETS z 1"N
I- N.OA #11-0926.07 1 z T
_ "HIGH / w w
OR SO-25 POLY-ISOCYANURATE m _� CONNECTED TO TRACK WITH C N m 1
w J _ DENSITY a 2.0 PCF ) 1/4"BOLTS&NUTS. / .._ zz 3 4 w
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DENSITY- 1.03 PCF m
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®. N.O.A. #14-0311.08 / 1
a— m J 5
0i \14 GA.CALV.STEEL '
ROLLER HINGES FASTENED n+ 1
W/(4)A14 X 5/8"SMS
MIN. .020'ROLL FORMED STEEL PANEL .�-.
DRAWING QUALITY G•-40 33 2S
MIN.YIELD STRENGTH a 34 HSI u
---WITH PRIMER AND HAKED-ON TRACK CONFIGURATION
POLYSTER PANTED TOP COAT
APPLIED TO BOTH SIDES Of STEEL a
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VERTICAL LIFE HIGH ILII STANDARD LIFT LOW HEADROOM m u=_
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DOE FORMEb STEEL"X'058"
DIST. SELF DRILLING SCREWS - '" ( -
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OPE DIST. 0 1 �\ 3/16"'RNEX'STEEL RIMS SELF DRILLING SCREWS Z
MULTIGRIP W/DOME HEAD 3R16"'RIVER'STEEL IUVETS p
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MULTtGRtP W/DOME FAO
'O.C.
REINFORCEMENT AT'48 �a
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2BY
WOOD
...... 1 �'AT6"FROM ENDS WOOD RU 1 SAT 6"FROM ENDS ( y
AND L9'O.C.MAX. / i�'\` AND 19"O.C. MAY.
r
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ALUMINUM STEEL
IP ADAPTER ('�0 W
RUIRWR WSTRIPPING'- Q y~p 5
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OPi1�N •A' OPTION '9'
WOOD RUCK CQNNFCTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN,) p �
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT b �(M
TD WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN tO S
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE, CO 'Kt E�
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING' IY. (,j y a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, _ C,SLEEVE STRUCTURE EMBED SPACING EOG£OISi, Z t-I
3 B MLC SLEEVE BY HIUI-_-
3,/8-HLC SLEEVE BY'10LTI FILLED @LOCK L-i 4" fn rn C3 1
3 8'OYNABOLT 13Y'iiW' CONC, 1-1 2" _ 8• O �%-
STEEL STRUCTURE BY OTHERS 318"DYNABOLT BY'I FILLED BLOCK I-1 2' B. 2-1"4 I-
Sft6'X L-5j8' MUST SUPPORT THE COAGS IMPOSED 3 POWER-BOLT BY'POWENS CONC, 2' 8'�� M7 8 L7 O Z 3•w
LAD SCREWS OY DOOR SYSTEM 38' SLEEVE-ALL BY'SOAPSONS' CONC. 1_-1 2• B" 1-j g'" m Yr
AT 12'O.C. CONCRETE 1'c 3000 FSI MBI. Q N
_ 5/16"IRA BOLTS C-90 GROUT FII I.ED BLOCK I'm a 2000 PSI MIN,
WQOD BUCK CONNECTION TO MASONRY "°•, WITH WASHER x NUT t, . J('AT 12"D.C. MAX. L----��
PRESSURE TREATED 2X6 SYN W000 JAMBS L OR BE ANCHORED TO I EDGE DIST.
LL
GROUTED REINFORCED MASONRY BLACK WAOR CONC.
COLUMN WITH f I/�"ULTRACON BY'ELCO'WITH SPACING OF1G O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED16"O.C.INTO 3000 PSI CONCRETE,Willi 1-3/4"MILL EMBED2-1/2"MIN.EDGE DISTANCE 7 ,1-1 4°X 2-1/Y%t4 OA c1-1/2" 1-1/2" "— CONT.STEEL ANGLE TAPPER 13Y'POWERS'MTN SPACING OF cIV
O.G.INTO GROUT FILLED BLOCK WALL,WITH I-1/2' MIN. EMBED _.-_._12 GA CAW.5TEEl-- u1O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/t6'X 2-1/2 FLAT BRACKETS f3"LONG "X 14 GA 3"'MIN.EDGE.DISTANCE FILLET YR:LDS AT 12"Q.C.IN DOOR OPTIC. TRACK PLATES3/8"CONFLEX BY'ELCO'OR AT i2"O.C.MAX, Ai 18"D.C.A@OVE DpOR OPTIC,3/8"LOT BY'I1W WITH SPACING OF CONNECTED TO CONT,ANCLE . LOCK5/8"I UI Hp.
24"OC.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SID£ .G LOCK NUT � e,
2"MIN.EDGE DISTANCE rO_NiFMM-MGLE TRACK REVERSE TRAC9f n ° ^ ~' -
3/8"HLC SLEEVE BY'114LT!'WRH SPACING OF IO-WOOD.8U.CK IQ-SEEL 1.0 CONCRETE
ANGLE FILLEACKD
o o n�"�.�
B"O.C, INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED,4"DIN.EDGE OIST. Td1S()IiCRETE ANO FILI D 8,y0� =^o I
18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.ELIDED AND
2-1/2"MIN,EDGE DISTANCE ALTERNATE JRA K INUAILATION
r
PREPARATION OF JAMBS_BY OTHERS Engr JAVAD AHMAD q
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PECMC YROLWLY iBYL51iA ''�
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED N7o5s2
�w
C.AN.-3536 • � o I. ..
BY DOOR SYSTEM. scodmos&
Pio $t "AZ.dZ, U ya I '
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITII NO ENGINEER OF '7"'�'�'
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED SY
BUILDING OFFICIAL UPON INSPECTION, r -
B! (drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB (9.33' X 50 PSF)/2 n 233.3 Lbs per Ft. '�� peoduict 01v9�
MAXIMUM INTEITIDR(-)LOAD PER JAMB w (9.33'X 6O PSO/2 279.9 Lbs Per R. I
EEO q oof S
PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 CA, (.024) SfEEL MIN. SEE EVIDENCE PAGE
7/1 G"Olk WASHER 1.765 1.725
#0 X 3/4-SYS 21 3/4' L '02
0 3/4-FROM ENDS 76
TION RIGID FVC ONE PIECE INJECTION
175 X X62 DEEP
GROOVE
Ix Go
—BY'SABIC INNOVATIVE FWTICS'
71—]
176
DLO
75
ma I
It
SE
DO
DEEP
GROOVE
.1 L-1-1.33 M Ej
AND 6-1/2'O.C.MA)i. RAISED PANEL EmBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN OOOR SECTION
y FROM EfMS .175 X.062 DEEP
DS
0 EXTERIOR
7/16-DIA.WASHER CUR.
STEEL MIN. CAX.J538
24 M(.024)STEEL Mitt DI_OPG. .mr� dramilng no.
GLAZING BITE 01-09
r
, G�h01�
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