HomeMy WebLinkAboutProduct Approval i
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MIAMI-RADE MIAMI-DADE COUNTY
ER's" PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) i Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION TV86)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadt.gov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
SCOPE: i
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 K dated 03/21/2016,prepared by Al-Faroogi 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 MATING: Large and Small Missile Impact Resistant
i
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 track,
bottom angle,or inner surface of a panel.
�i
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 renews NOA#15-0317.02 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.16-0330.02
M1AM1 RADE COUNTY
..., , Expiration Date:August 9,2021
Approval Date:June 23,2016
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DAB Door CompanyTnc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS j
1. Drawing No. 01-09,titled"Sectional Garage Door" sheets'I through 5 of 5,dated
02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E. j
B. TESTS "Submitted underNOA#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 241 1]3.2.1,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.
P16j
O61PIZ) O
Carlos M.Utrera,P.E.
i
Product Control Examiner
1 NOA No.16-0330.02
Expiration Date:August 9,2021
+Approval Date:June 23,2016
E-1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #14-0814.04"
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 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. 15-0915.08,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 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. 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.
i
"Submitted under NOA#05-0228.02"
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 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 Eby J.L.Doldan,P.E.
F. STATEMENTS
1. Statement letter ofodc�a conformance-to-the 5C edition 2U14 M and of no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad hmad,P.E.
i D��1��2�'l�
Carlos A Utrera,P.E.
Product Control Examiner
NOA No.16-0330.02
Exp�ration�Date-A7tguste9,.2021�
Approval Date:June 23,2016
E-2
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7-1/2'X 3-X.071•GALV.STEEL TOP FIXTURE 5-1/2'X 2-3/4•X 0.1" [�
END ROLLER HINGESTEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6) #14 X 5/8'SMS /® 6ASTENED TO END STILE WITH OPTIONAL DOOR VIEWER I
WITHOUT OELRON SLEEVE(STD.) `�1\ ()N14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT o
WITH DELRON SLEEVE(OPTIONAL) r \ CENTER STILE CENTER STILE O
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FASTENED W/(4)#14 X 1/2'S.M.S. -- o N•7
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fONFORMS TO SECTION 1008 REGARDING GA�tAGEr DOORS j 6
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DOOR HEIGHT CONSISTS OF
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W-9' 1 SECTION 150 3 SECTIONS 21' &NICO-PRESS SLEEVE 1! Y OPTIONAL VENT F O Z
W MN.5 Ni 1 SAFETY FACTOR I 1T •1 (3)5"WIDE AT 7"D.C. MAX. OPTIONAL FLUSH FACE U O
Y 4 SECTIONS 21'- I f1 I OPENING MEA NOT TO EXCEED WOOD GRAIN DESIGN W u7
- - I O N i'' 120 SQ.IN. COLONIAL DESIGN m m
7'ESV S SECTIONS 19•- 6'X 3"X 0.1' 1 rt1
4 SECTIONS 18'1 SECTION Tl' STEEL PLATE-- \\ \\\ 1 i MAK DOOR WIDTH
8' 3 SECTIONS 18.2 SECTIONS 21' WITH(2)X14 X 5/8'SMS O g'-4" ,
B'-3' 2 SECTIONS 18.3 SECTIONS 21"
8'-6' t SECTION 18' 4 SECTIONS 21'
8'-9• 5 SECTIONS 21°- BRACKET BRACKET INSIDE ELEVATION
a 0 SECTIONS la'- STD. LIFT DOOR LOW HEADROOM PIORAISED PANEL EMBOSSED DOOR
9'-3• 5 SECTIONS 18'1 SECTION 21'
9•-6' 4 SECTIONS 15'2 SECTIONS 21'
- -- -9'=9'-- 3-SECTIONS-18'3-SECTIONS-21'- -------- -- - - - - - ---- - -7-J/B•X-3-1/B"X.010'
10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE - --- - -- - -- -- --- - - -DAB DOORS INC. -
CEN*IDE
WITH(4)¢14 X 3/4'SDS _ Hurricane Master®Model 824 B11 it
10-3' 1 SECTION 165 SECTIONS 21' / m 3
1O'-6' 6 SECTIONS 21'- Max. Size 9'-4"X 16'-0" High
to'-9' 8 SECTIONS 18'1 SECTION 21' OUTSIDE ¢14 X 3/4'SELF DRRLNG SCREWS MAY BE USI With Window Lite Option o a z$
11' 5 SECTIONS IR-12 SECTIONS 21• HEND STILE IN UEU Of X14 X 5/8'SMS
_- I1,-3• 4 SECTION5=1a'3 SECTIONS-21'_ _ _..._..__.__ __ __ __._ _- _ _ ___ _ __ _. - _ _��5fl:n'-s' 3 sEcnONs 18'4 sEcnOros z1' 7HI3 PRODUCT IS RATED FOR LARGE IdISSILE IMPACT -_---- ES1GN'PRESSURERAl1NG 10'11•-9• 2 SECTIONS 16 5 SECTIONS 21• 0,0 PSF12' 1 SECTIONS 18.6 SECMINS 21• LGCK BM GUIDES 1T-s' 7 StlTONS 21°- INSTALLED ON ENO STILEWITTED(4)#14 X 5/8•SMS GENE L NOTES PRODUCTRENEWED >-12'-8• 6 SECTIONS 1S'2 SECTIONS 21' - - -- -- --- a9 complying with the Florida - --- -- a5 SECriONS 18'3 SECTIONS 21' ACTT x.6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEBugding Code13' 4 SECRONS 18"4 SECTIONS 21• ENGAGES IN TRACK REQUIREMENTS OF THE 2014(STH EDITION!)FLORIDA BUMING CODE INCLUDING NOA-No. 16-0330.0213'-3• 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE(HVHZ). 111 it All, j q
13'-6' 2 SECTIONS 18'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Expiration 08/09/2021 `\\\� rri�i
13'-9' 1 SECTION 18' 7 sEcnaNs zl' OUTSIDE KEYED LOCK (OPTIONALI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL y. GENgF-•;'CJ N
14' 8 SECTIONS 21'- LOCK DAFT LOCKING SNOWN DRESSING OR STUCCO. Dy___4
M...d Product Control i
14'-3' 6 SECTIONES 18.3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
14'- S SECTIONS 10'4 SECTIONS 21• LOCKS SHOWN ABOVE
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14'-9' 4 SECTIONS 18•S S ONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL =41
1s' 3 SECTIONS 15•s sL:cno"s 21•
t IV 2 SECTIONS 18'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O �� Ndrawfng TIO. i
15-6• 1 SECTION 18• B SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIN ����`p, ORIDp;.�•GO�j '�—09
15•-9' 9 SECTIONS 21•- BUILDING CODE,TAS-202 TAS-201 k TAS-203 FOR HVFR AND ��i \\�
16' 6 SECIIONS 15'4 SECTIONS 21' ASTM E1856-0.5/ASTU E1996-08. ��rrN TNLtt Y1 sheet 1 of 5
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(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL 0
ANCHORS AT TRACK BRACKET: o n
OPTIONAL STOP MOULDING /a e,/B'DUI.POWER-BOLT BY'POWER9' uj M
FOR CONNECTION OF WOOD BUCK BY ODOR INSTALLER 2'MIN.EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SHEET 4 1-7/8'MIN.EDGE DISTANCE �j a
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6 PER HINGE B) T/8"OlA H S ErVC BY'Hn Tr Z Z m
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BB ABOVE 1-5/B'MIN.EDGE DISTANCE INTO CONCRETE Q y
SOUTHERN PINE GLUED TO PANEL AND SECURED TO 4°MIN.EDGE DISTANCE INTO FILLED BLOCK 0 0 3 CD i
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' a' 1-7/e'X 2-5/8'X 045'STEEL EDGE CONCRETE re-3000 PSI MIN. In m
CENTER STILE,GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm—200D PSI MIN. ¢m
1 TO PANEL W/(4)3/16'RIVETS p,N...
1 1/2"MIN. POP R7n i , L Jt
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SEE SHEET 3 FOR SPACING z o z z
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071"/16"PUSHNUT
SECTION B-S END ROLLER HINGE
INSTALLED ON ROLLER SHAFT ```II 11 IAn. I/,��� o
INTERIOR SIDE 1.82'OLA.x.5D"STEEL ROLLERS(STD.) PRODUCT RENEWED
STEEL TRACK 1.82°DW. X .50"NYLON ROLLERS(OPTIONAL US o0mPlyyt1ng with the Florida
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14 CA%2-1/8'%1"(STAN 2.75'OIA X.50"STEEL ROLLERS(OPTIONAL 9 a7D692
FASTENED TOSTRACKXPIATES2'(OPTIONAL) 2.75°DIA. X ,50'NYLON ROLLERS(OPTIONAL) non-No. 16-0330.02 _
W/1/4-20 X 5/8"TRUSS HD, WITH S'STEM Expiration 08/09/2021
SLOTTED M.S.k LOCK NUT : � drawing no.
BY
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POP RIVETS2 X 2 X 1/8"HORM ANGLE
4"X 5-1/2"K 3'%.104" f 1
2' - 5/16"X 1-5/8'LAO SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HOR17 TRACK V IIII
5/16"SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WITH TWO WELDS AT 1-1/2"APART
V•STEEL WITH 1-1/4"EMBED INTO MASONRY EX�EEDING 8 FT.IN HEIGHT FIRST AT 3'O.C. 01
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET A— REST AT 9'O.C, o
FASTENED W/(6)# 14 X 5/8'S.M.S. _ _ 11 -I CONNECTED TO FLAG BRACKET ANGLE Z m
090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT C q cv
SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
p J (2) 1/4-20 X 5/8'BOLT&NUT f'
W/5/16-18 X 3/4"HEX HEAD _ - WELDED TO 1-1/2"X 1-1/2"X 14 GA ANGLE --
M.SCREWS&NUTS. FASTENED TO TRACK - -- d 6
TOP BRACKET WITH(4) 1/4-20 SS. BOLT&NUTS -=110R11TRAC1GTH= OPENING HEIGHT PLUS 12" C 00-1 1�,
(STANDARD) - - 0:O W
Top
BRAcKE) VERTICAL TRACK VON,12
(OPTIONALepi
" LOW HEADROOM DOOR 14 GA GALV.STEEL TRACK 2-t/a'x t'x.060' SECTION A-A d a r- q�
N w HORIZONTAL REINFORCEMENT Q IL a o
0 J 1/2'X 1-3/4"X.059'FORMED STEEL 2'X 5-1/2"X.104" f,0 C 2
IL GLUED TO PANEL AND FASTENED TO /(( yy GALV.STEEL W dl O
m a (2)3 16-POOP RIVETS WITH FASTENED W-TOP4)R8L1FR BRACKET FOR Q32
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LOW HEADROOM DOOR OPTION p00R
�SEC-TIDN HE1GFT5 BRACKET PLACEMENTS
HEIGHT 1S3RD 4TH 5TH BI B2 B3 B4 B5 B6 B7 BS
ieHORIZONTALTAL REINFORCEMENT
1/2'X 1-3/4"X.059'FORMED STEEL 1H"18"N/A1" u.J'OzZ T�Om77 a
C'
TO 2"11-3/4" 23" 34' 45" 56" 67'
GLUED TO PANEL AND FASTENED TO FIW-6" 21"18" 15"21"N/A 1"TO 2'11-3/4" 23" 34" 45" 56' 67' -
VERTICAL STILES WITH
(2)3/18'POP RIVETS FT
7'-0' 21"21" 21"21"N/A 1"TO 2"11-34" 23" 34" 45" 56" 67" -
7'-6" 18"1B' 18"18" 16"1"TO 2"11-3/4" 23" 34" 45" 56" 67"
- 5/16"MEETING RIB 8'-D' 21"18" iB"16 21 1"TO 2'11-3/4" 23" 34" 45' 56 67 78-1/4"
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM IY 00
1.82"DIA X.5O"ROLLERS ¢ FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10'O.C. U o
®. W/.44 DA X 4-1/4'STEM 630 0 M
U= W
OPTIONAL INSULATIONS: z 0
BY I'm,AS PRODUCTS ITC' �i o
EPS-EXPANDED POLYSTYRENE p m m 1.9"X 2.19'X 33'X.090" Q Z v N
_ DENSITY= 1.05 PCF STEEL TRACK BRACKETS U -'0 w m
FU,.., m
N.OA f11-0926.07 2-3/16'HIGH J m 0OR CONNECTED TO TRACK WITH Qa ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. O O 3
0= DENSITY-2.0 PCF - F O Z Cl
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DENSITY- 1.03 PCF u> Q\y 5
N.O.A.f15-1203.04 m O^= d
OR
BY'INSULFOAM LLC' � 0
DENSITY= 0.92 PCF m
'.'.'.,•.'. » N.OA f14-0311.08 M EI
®. 14 CA GALV.STEEL g
ROLLERHINGES FASTENED m O1l
W/(4)114 X 5/8"SMS m
MIN._024"ROLL FORMED STEEL.PANEL - -- - - -- - -- o €"'DRA -
MIN.�ELD STRENGTH 34 E02 "+ R
TRACK CONFIGURATION
WITH PRIMER AND BAKED-ON m E€ a
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
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m= VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM y o- 3 S
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DOUBLE TRACK
AVAILABLE TRACK OPTION12 Ck GALV.STS
BOTTOM BRACKEEELTjjASTl7VED
W/(4)f14 X 5/8"SMS L� c
PRODUCT RENEWED sF"
os complying with the Florlda
Building Code \�
O BOTTOM SEAL OPTIONS NOA-No.. 16-0330"02 - ) o*
SEE SHEET 4 Explmtton to 08/0912021 -'d• "' @[- 9
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SECTION A-A Mlam e a Pmdaet ControlFWAL
` sfieet 3 of 5
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REINFORCEMENT f• m
31M 1/z"X 1-J/a•%.058' �� m
GE FORMED STEEL o
DIST. SELF DRILLING SCREWS
1-1/2'MIN. _ OR SELF DRILLING SCREWS' Z h @ e
GE DIST. Z I m 3/16''RNEX'STEEL RNETS 6i
o I MULTIGRIP W/DOME HEAD 3/16° 'RIVER'STEEL RIVETS
A7 48'O.C. MULTIGRIP W/DOME HEAD )' cy
REINFORCEMENT AT 411'O.C. O G O
1/2'X 1-3/4'X.OSB' ci121
FORMED STEEL O O 0. N
1/4'010.IAO SCREWS 1/4'DI0.LAG SCREWS I,�0 M
WOOD BU I AT I-FROM ENDS ppD BU I AT 6'FROM ENDS 0 8'm m
AND 19.O.C.MA%. ; AND 19.O.C.MAX. G��
WSTRIP ADAPTER QIP ADAPTER 0 a O'Q .mALUMINUM4 i
0 ca U i2
RUBBER WSTRIPpING RUBBER WSTRIPPING a
16
gyp IS
0.i0 IL 2y- o
.534 .70D .040 .J48 Q Z m
1.790
BOTTOM SEAL OPTIONS
OPTION OPT10N 'B'
WOOD BUCK ECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o
CONN
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 1X6 SYP WOOD BUCK ATTACHMENTM
tf
TO W0 DO STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 0 <_j
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING ¢ Z Ul
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRl1CiURE EMBED SPACING EDGE DIST. (9 _ Z
3 B HLC SLEEVE 6Y HIL CONIC. 1-1 4 B" 1-5 8 c0 1,1
3 8'HLC SLEEVE BY'HILT, FILLED BLOCK 1-1 +' 8' 4' Q mo I
3/a-OYNABOLT BY' CO C. 1-1 2 B• 2° Z 0: Q m
3/B"DYNABOLT BY"11W FILLED BLOCK i-1 2 8' 2-1 4' O O 3(,. ",�
5/18'X 1-5/8" STEEL STRUCTURE BY OTHERS 3/8-POWER-BOLT BY POWER CONC. 2' e' i-7 8 U O Z
MUST SUPPORT THE LOADS IMPOSED W O =o
LAG SCREWS B7,DOOR SYSTFJA 3/8-SLEEVE-ALL EIY IMPSONS CONC. 1-1 2 8' 1-7 8' In W n
AT 12"O.C.
CONCRETE f'c=3000 PSI MIN. _
5/16'CIA BOLTS C-90 GROUT FILLED BLOCK fm-2000 PSI MIN. O _
O
WOOD BUCK CONNECTION TO MASONRY WITH WASHER&NUTAT 12•D.C.MAX.
EDGE Dlsi
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I' B
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4'ULTRACON BY'ELOO'WITH SPACING OF
16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED b e
_-2-1/2C. IN. 3000 DISTANCE
NCRLZE,WfIH-1-3/4"-MIN-QABED_ _ I___ 1-1/2-
1-1/4•X 2=M-X-14 CA _--_ _ _ __ _ 91[
2-1/2•MIN.EDGE DISTANCE 1-1/2• 1-1/2' CONT STEEL ANGLE G�g
1/4TAPPER BY'POWEV WITH SPACING OF z
14'O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN.EMBED 12 GA.GALV.STEEL 2-1 8'X 1'% 14 CA o 0
16 O.C.INM 3000 PSI CONCRETE,WITH T-3/4•MIN.EMBED 1/16•X 2-1/2 FIAT BRACKETS t3'LONG GAUV STEEL TRACK
3'MIN.EDGE DISTANCE AT 12'O.C.M DOOR OPNG.
FILLET WELDS FASTENED TO TRACK PLATES
F/1
_—---3/e'COkFLIX BY ELCO'_OR—___ ___ __ __AT 12�O.O..MA%. _ —___ _ _ AL 18'-O.C.-ABOVE DOOR OPNG._- W/7T2T 1 4-20X5/8'--TRUSS H0.
"-CONNECIED-TO-CONT.--ANGLE - O'TED .S.--&LOCK-NUT -
3/8'LOT BY'ITV WITH SPACING OF _ - - W/(3)SPOT WELDS AT EACH SIDE ro
24'O.C.INTO 3000 PSI CONCRETE YIffH 2-1/2'MIN.EMBED 0 m '
2"MW.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK C-0NBNUOUs AN E ACK m o'
-3/8'HID SLEEVE BY_'HILT'I'WITH SPACING OF TO WOOD BUCK 10 STEEL TO CONCRETE AND FILF_D
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4-MIN.EMBED.4"MW.EDGE DIST. -
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2'MIN.EDGE DISTANCE ALIERNATE IPACK INSTALLATION `j11T1LLIL rrT��rr
PREPARATION OF JAMBS BY OTHERS
PRODUCT RENEWED O�sF'•-.- 0 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as complying with the Florida b �.
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building Code
BY DOOR SYSTEM. NIDA-Nio. 16-0330.02
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expire tion to 08/09/2021 ^W a
BUILDING OFFICIAL UPON INSPECTION. drawing no.
01-09
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(9.33'X 50 PSF)/2=233.3 Lbe per Ft Mlaml-0 Product Control i S�
MAXIMUM INTERIOR(-)LOAD PER JAMB=(9.33'X 60 PSF)/2=2795 Lbs per FL
*PLASTIC COMPLIES WITH sDD �- 1250 �v
DOOR PANEL
CHAPTER 26 OF FBC q
o
24 G0.(.024)STEEL MMSEE EVIDENCE PAGE
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7/16°DIA.WASHER 1.144 a
0
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AND 7"O.G.MAX. MAX.WDW.WIDTH O 0
Iii 1 X * EXTERIOR FRAME * INTERIOR FRAME U1 Nz o a
19 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
I 1 ` (4){}8 X 3/4`SMS d MAX. (L Z(A-M
®1-3 8"FROM ENDS -1
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175 X.062 DEEP 4
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! FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m z
j I I I
AND 6-1/2"D.C.MAY. _ NDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION '
-- - 1 - --_ - - - ------ -- — - - - - -- - - -
--jS X 3/4"SMS __-. -
EN
®3/B`FROM DS .175 X.062 DEW
B I AND 4-1/2'O.C. MAX. GROOVE o g
18 X 3/4`SMS
0 3/8"FROM ENDS _ r
AND r D.C.MAIL r- _------ ``�71u1unurr�
---_---- ----------- PRODUCT RENEWED `� •..... �.
7/16"DIA WASHER - ----- -- - - -- -- - -- as complying with the Florida
- Building Code _ a ,
NOA-No. 10-0330.02
DOOR PANEL EXTERIOR Expin+tionO 08/09/2027
24 OA.(.024)SFEEL MIN. �({]�
DOOR PANEL 15/16"MIN. D.L.OP6 By
24 GA(.024)STEEL MIN. GLAZING SITE - 1111lam1l ••.,owvP. �°� drawin no.
ProdaesComrel
WINOOW WIDTH ,rr O�!Ai.;`��•
rrrnnll sheet 5 of 5