HomeMy WebLinkAboutProduct Approval MIAMI•D1ADE MIAM[I-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINLSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
DAB Door Company,Inc.
12195 NW 981h Avenue
Hialeah Gardens,FL 33018
COPE:This NOA is being issued under the applicable rules and regdlations 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: Storm Master Model 824/811/812 Steel Sectional Garage Door up to 9'-4"Wide w/
Optional Insulation and Window Lites(DP+42.0,-52.0 PSF)
APPROVAL DOCUMENT Drawing No.18-10D,titled_"24 GA Roll Formed Steel Sectional Garage
_ .....__ _
Door",sheets 1 through 5 of 5,dated 01/08/2018,with revision A dated 02/08/2018,prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control
approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product
Contro Section.
NIISSE E IMPACT RATING:Large and Small Missile Impact Resistant
'...... __ __ ... -..LABELING:_.A..permanent.label.with-the..manufacturer's name._or_logo,-.manUfacturing address,..mo..del. ........
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
i 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 Floridai-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
I shall be available for inspection at the job site at the request of the Building Official.
This NOA 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.17-1206.15
Miaro•naoe couivrir Expiration Date:March 15,2023
1 Q Approval Date:March 15,2018
�3 0 e Page 1
r
.. .. _. _. .
. . ......... .......... .............................. ................... .
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 18-101),titled"24 GA.Roll Formed Steel Sectional Garage Door",
through.5 o.f..5,,.dated..01/08/20.1.7,...with,.revision A d ated.02/08/2Ql.8,..prqpared
by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
..................
B. TESTS'
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Forced Entry Test per FBC 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.BETI-17-5020,dated 11/03/2017,revised on
02/09/2018,signed and sealed by Rafael E.Droz-Seda,P.E.
2. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC, TAS 203-94
.......... ...I;gqpg with marked-up drawings and installation diagram of a DAB 824 24 GA
drawings. .............. .......... -.........................
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. BETI-17-5021, dated 11/03/2017, revised on
020/2018, signed and,,sealed by Rafael E.,,,Droz-Seda,P.E.
.............--.1-..........
3. Test report on Tensile Test per ASTM E 8 of 24 ga. (0.024")steel samples,prepared
by Hurricane Engineering&Testing,Inc.,Report No. HETI 11-T100,dated
-...0.1/21/201.1,..signed,and sealed-by Candido.F...Font,.P.E.. -
4. 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.
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated
01/09/2018,signed and sealed by Javad Ahmad,P.E.
...............
... ..............
QUALITY
........ ................................................ .................. ............ ......................................... ......................................................
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
O3 d 8 f Za t 8
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.17-1206.15
Expiration Date:March 15,2023
Approval Date:March 15,2018
E-1
... ............ ............... ........... .............
............
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their
.Loxan.P.olycarbonate..Sheet Products,-approved-on 1211.0/201.5 and=pdring on................... -
--07/17/210-1.8, ............ .......... ............I....",.........................................
2. Notice of Acceptance No. 17-0221.06,issued to Insulfbam, LLC,for their
Insulfbam Expanded Polystyrene Insulation, expiring on 11/29/2022.
3. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their
Dyplast ISO-CI Polyisocyanurate Insulation, expiring on 01/11/2022.
4. 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.
5. Notice of Acceptance No. 15-0410.11,issued to REHAU Construction LLC,for its
White Rigid PVC Extrusions for Windows and Doors,approved on 09/24/2015 and
expiring on 09/24/2020.
................................. .... .....-
F. STATEMENTS
1. Statement letter of code conformance to the 5th edition(2014)and 6h edition(2017)
C-and.ofnofmancial interest..issued bvAl-Farooa Corporation,.dated 01/09/2018......
signed and sealed by Javad Ahmad,P.E.
.............
................... ........... ........... ...............
.. . ....................... -.......... ............... ............. ............................. ....... ........ .................................. .............. ..............
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.17-1206.15
Expiration Date:March 15,2023
Approval Date:March 15,2018
E-2
....... ... ........... .... - ............. ... .................. .......................... ........................... ..............
-1/2'X 3' ------- PUSH NUT TOP FIXTURE 5-1/2-X 2 3/4'X 12 GA.
7 X 14*GA GALV.STEEL
STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER END ROLLER HINGE 411
FASTENED TO END LE WITH TO BE INSTALLED AT a W/(8)'#14 X 5/8"SMS sh
WITIOUT DELRON SLEEVE(STD.): qQ)Q (6) SHEET
11 IH4 X 3/4'iSELF DRILLING SCREWi CENTER STILE
SEE S E�3 FOR TOP BRACKET OPTIONS
WITH DELRON SLEEVE(OPTIONAL)
Z m le
ego 7
it 0
�2 X2_1/4 X I4 GA.;TE CENTER a
W/(4)#14:x 5/8-sms 0-0
ON f SLEEVE(OPTIONAL)WITH DLOCK Ogg
1uIELR -2/;DOOR!
0
CENTER.STILES;.
0 t u,
1:W X .15. THK.LATCNI 0,
STANDARD LOCK SPRING LOADED SUDS BOMI(BOTH SIDE)5�
S.M.S.
0 oi�
All
q TO 61-0 FASTENED W1(4) #1!4 X I/i'
DOOR WIDTHS. ------5/8 N,LOCK ENGAGEMENT 0 :-0
GO M
N�MRI TO SECTION 1008 REGARDING
GARAGE
DOORS Z W2
.1211 i
01A.GALV.AIRCRAFT TYPE .0
CABLE:&NICO-PRESS SLEEVE u
=�mg 'MIN'5 TO I SAFETY FACTOR
IT
G V-2"TO 7'-10'
B
rI
DOOR WIDTHS
2-3/4*X ViH X li!GA.THK.\
STEEL PLATE, 1-3/18-DEEP
I'L J f / \ ! DQ
WITH41(4-)#14 X 3/4" a
�j
n SELF DRILLING SCREWS
BRACKET `BRACKET .2
DOOR WIDTHS..
STD. LIFT DOOR., 0 HEADROOM
:D 0
D
DOOR CENTER STILE
a 0.HEIGHT CONSISTS F.. .7-7/8k 3-1/8'X 12 GA. cEL:5
STEEL PLATE L 0 ID
A
Q
2 SECTIONS I! I S OUTSIDE SECTIONS OPTIONAL DESIGNS R
SECTIONS 21' .T!" �i
HANDLE WITH (4),#14 . .I i \1_0
1, 3 SECTIONS 21; END STILE X 3^-SOS 1. FULISH FACE
MAU.VENTS 2-EMBOSSED WOOD C
7' 4 SECTIONS 21 tonc, CRAW 0 3�
(3)5*WIDE AT 7"O.C.MAX.
:: 0 Z
7'-3- - 3.SHADOW LINE
OPNG. AREA NOT,TO EXCEE
7'-6' 5 SECTIONS 187 D 120 SQ.1N.
7'-V 4 SECTIONS 18 1 GUIDES ;MAX DOOR WIDTH
BAR.
SECTION 21-� LOCK
INSTALLED i ON END STILE
9--4-
So 3 SECTIONS is!2 SECTIONS 21!
8'-3' 2 SECTIONS IV 3 SECTIONS 21* WITH (4):#14 X 5/8*SMS
8'-V I SECTION IV!4 SECTIONS 2111; 18T X:.6W LOCK BAR
INSIDE ELEVATION
W-9" 5SECTIONS21'- ENGAGES IN TRACK
14 X 3/4"S DRILILING SCREWS MAY BE IUSED RAISED PANEL EMBOSSED'DOOR�I ,
ON EACH SIDE:OF DOOR It LIEU 91 6 SECTIONS 18'
5/8'SMS DAB DOORS IN
ON 21'
TiEc—nomsial 2 SECTIONS 21F OXIDE
Storm Master(DModel 1§24/911/812
Max. Size 9'-4' X 16 0' i4f h
3 sEcncNS oFmoNA
I=.3211
j
With Window Lite OaVoT
10' .2 SECTIONS 18' LOCK BAR LOCKING SHOWN
10`-3'11 SECTION 18"'5 SECTIONS 21'
ALTERNATE TO
IO'-V 16 SECTIONS 21'
SPRING LOADED SLIDE BOLT GENERAL NOTES DESIGN PRESSURE RATING 1+ 4iO PS`�
OVE
101-91 Is SECTIONS 18' LOCKS SHOWN AS
1 ON 1 5 SECTIONS 18 2§Ea-L 1.THIS �j
sECT[ONS zi S P14ODUCT.HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 510 PSIF 7
REQUIREMENTS OF THE:1017 (6TH EDITION)FLORIDA BUILDING CODE.
!1;-3' 4 SECTIONS 18`13 SECTIONS 21?
RATED FOR LARGE MISSILE IMPACT
-V 3 SECTIONS 18'14 SECTIONS 21- INCLUDING HIGH:1`VELOCrrY HURRICANE ZONE("Z):. I THIS PRObuc7r it
Il'-V 2 SECTIONS 18'5 SECTIONS 21'
SHOWN ON DETAILS
2.ANCHORS SHALL BE CORROSION Rmsmn spxi !AS
I DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF j FLORIDA 12' 1 SECTIONS 1V,6 SECTIONS 21'
'STALLED IFER MANUrS INSTRUCTIONS.spEcin JO BASE
AND IN SPECIFIED EMBEDMENT s BUILDING CODE, TAS-201 &TAS-203 FOR HVHZIAND
1 '-3'.7 SECTIONS 211.ZL� il ]2
MATERIAL sHALL'BE BEYOND WALL DRESSING OR STUCCO.
ASTM E330-lAf."E18815-13A&ASIM E1995-14. i
12'-V 8 SECTIONS 18'2 SECTIONS 211
3.A LOAD DURATION INCREASE IS USED IN DESIGN
ON INC I OF.ANCHORS INTO!!WOOD!ONLY. 0
-V 5 SECTIONS IS'3 SECTIONS 21r 12' lilt
113'3- 4 SECTORS is,,4 smoNF21j 4.MATERLkS
INCLi BUT NOT.LIMITED To sTEEL/M6AL S8REWS.�IAT
3 SECTIONS IV 5 SECTIONS 21'
PRO D COME INTO CONTACT WITH OT HER DISSIMILAR MATERIALS SHALL MEET
DUCT APPROVE
uo-so 2 SECTIONS 18 6 SECTIONS 21'
- Florida REQUIREMENTS OF THE1.2017 FLORIDA BLDG.OODE'&ADOPTED STANDARDS.
as comp
im
IX-S' 1 SECTION IV* %with!the Flo
7 iEWWS 21'
5.THIS PRODUCT!APPROVALis GENERIC AND DOES NOT PRCiiiiDE INFORMATION
4' 8 SECTIONS 21 - N FEB 24
1 DA-H& 117-42016AS fmm 1;1
14'-3" 6 SECTIONS 18 3 SECTIONS 21 FOR A SITE SPECI%P.R.01.ECT,,i.e. LIFE SAFETY OF:jTHIS PRODUCT.;'ADEQUACY
RE._V 5 SECTIONS 18'4 SECTIONS 21' 15/2018 Approval Dil%.03/ OF STRUCTURE PRODUCT AND SEALING AROUND OPENING FOR
14 �0
WATER INFILTRATION RESISTANCE ETC.
_F4�-9' 4 SECTIONS 18"5 SECTIONS 21f
13y. CONDITIONS NOT:SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
II i 15' 3 SECTIONS 18"a SECTIONS 2111
AND TOI BE REVIEWED By BUILDING OFFICIAL ii
15'-3' 2 SECTIONS 11111 Control iTE OF ii! drawing no.
6.MANUFACTURERS SHAW�BE LOCATED ON READILY-VISIBLE LOCATION
ER'j LABL; 14JEADILY12
Z:.—S A SECTION IV 18— OD gj
STANDARD SPRING
L
DOOR; HEAD 0
R
'2
'12 Ell]
IT T-OTTT
_T5'-V FSECTIONS 21' IN ACCORDANCE.'WITH SECTIONA709.9.3 OF FLORIDA BUILDING COX
VAL
—T-evioNs sr—181. . COMPLY WITH SECTION 1709.9.2.
ler 4 SECTIONS 21 LABELING TO0
sheet 1 of 5
. .
24 GA. STEEL PANEL q
z
FLAPS SENT OVER PANEL p
0 o
1*/2-PUNCHED HOLES
0 4*D.C.i 0
r mm I
I
cy
r 00.15 .9
o
0
rm4'SrL PANEL z 6
OUTSIDE OF DOO
xe
4116-POP
AT 4'D.C.
FOR 21"STILES
O 00
(4) FOR 18"STILES
0
END STILE SOLID BRASS DOOR VIEWER K) 2
'SCHLAGE SECURITY HARDWARE
a!
INSTALLED IN 6/16' DLA HOLES IN CENTER STILE
PRODUCTAPP ROVED
as comptO With the FloridaSITIONED AT EYE LEVEL
arlda E:5 a
Building a 0 a) c
1ST SECTION (Bonom) SECTION TOO SECTION
Ci 0
N0ANi 17-41206.15
Ap oatft 03115/2018
PlIevaii 0 (D ,i
k
0
OPTIONAL STOP MOULDING
If
INSTALLER ---w-yr
STEEL TRACK BRACKET FASTENED BY DOOR IN 2"X Gk STEEL 3/4* -1/2'k
TO WOOD JAMB;Y
END STILL CONNECT TO.;PANELS WMI
SCREW 5/16"X 1-5/8 X Sms. FLAPS 16 TRACK 13RAQJ(ET.
(FULLY:, PER GE WASHER H
SEE DETAIL ABOVE IHEX
3/s'iblk POWER BOLT BY'POWERS-
PSI N.)
ONE PER X.058"FORMED 1/2 1-3 STEEL 2"MIA.EMBED INTO CONCRETE(300 1,
)CURED TO 2-MIN.EDGE DISTANCE
GWED.m P AND SE
END STILE POP RNETS SOUTHERN PINE (4)3/16
0.55 S.G. 31B-;+61&HLC SLEEVE BY RLTI
-7/8-k 2-5/8'j X is GA.STEEL
P 1. 1
CENTER STILE GLUED AND;RIVETED. 1-114'MIN.i EMBED INTO CONCRETE OR FILL BLOCK
EDGE
3/16- -1/4'MIN.;EDGE DISTANCE INTO CONCRETE,!I
TO PANEL W/(4):�/16'ONM 2
DISTANCkr 01
POP 4"MIN.EDGE DISTANCE INTO FILLED BLOCK
RNMA 1,7!3Al p
I. 1141i;,5/8 E; S. if r
if 4/HI 0- 3000 PSI MIN. i HINGE
C-90z GRourrrmi-LED BLOCK V. 2600 PS MIN.
CONCRETE Vi
ANCHOR TYPE A OR B'i
(1)PER BRACKET
STEEL AN RACKETS:
SEE SHEET 3 F-11,BRACKET SPACING
GALY. ANGLE BRACKETS. I L r7l I at,
1.91 x 3.3"X 2.2H'k 12 GA. PD
FES
70MM2 1 ji!I
l: 111/2-X 14 GA.
l`N�i SS BOLT
'7-1 1 Gk INTERIOR SIDE, END ROLLER HINGE
SEE SHEET 3 FOR SPACING ill
/2 E�X 7
Ma TRACK
CENTER NGE if 82*DIA.X.50 RO
X 2-1/8 IX I STAND drawing no.
14 GA. Do.X.50* po (OPTIONAL)F; DIA.X SO- ROLLERS —1 OD I 5/1MVii. I. ON ROLLER S
12 GA.X 3- (OP
7 I�Lrr -1.8
LAJ 2.75 .(OPTIONAL)
18
N RO 0 0
0
L I
0
ATE
E A SEE
BRACKET
4 .
STEEL
HI
HAFT
W/ymx Y82RUSS HD. 2.75'DA.X.50*
SECTION B 5-
m i1LOCK NUT
if
H
1-1/21 x 1-1/2"X 1/8*HORIL ANGLE
(2)POP RIVE�S 5/16"X 1-5/8*LAG Sc HORIZ
FOR DOOR HEIGHTS upTo a Fr.
REWS 11�146 WOOQ OR TRACK SUPPORT.
2- 5/16*SLEEVE ANCHORS r REQD.ON DOORS 1 WITHOUT INSULATION OR WINDOWS
S CENTER'SUPPOIT
x 12 GA, X 2-X 1/8'HORZ ANGLE
k-3 WITH 1-1/4-EMBED MASONRY EEDING 8 FT.IN HE3.GHT-_ 2
V�4 -1/2'X 3'
STEEL
P ROLLER BRACKET ON Emvsm A FOR DOOR HEIGHTS ABOVE 8 Fr.OR
11 INSULATION OR WINDOWS
FASTFASTENEDW1(6)0 14 X 5/81.S.M.S. 0 3PER !DOORS WITH
SPOT WELDED TO HUFUZ.TRACK
m
q
13 GA. PLATES 14 GA.GALV.STEEL ADJUSTABLE STEEL P! WITH TWO WELDS AT 1 1/2'APART of u
2-1/2"X 4-1/4' q
W I I A—J FIRST AT 2"D.C.REST AT 7-i/4;=
SLIDE FASTENED TO BRACKET ELM TO 1-117-X 1-1/2'X 14 Clk ANGLE �\i r
6/16-18 X 3/4-HEX HEAD
FASTENED TO I TRACK CONNECTED TO FLAG BRACKET
vSCREWS&NUTS.
W/3/8-16 X 3/4'BOLT NUT
910 31
WITH(4)1/4-20 SS; BOLT&NUTS HORM TRACK LENGTH-OPENING HEIGHT PLUS il 2'
AND TO SPRING SHAFT GUIDE;WITH C)
TOP BRACKET afl(2) 1/4-20 X 5/8'BOLT ;NUT Q.
W
(STANDARD) Top BRACKET r!'f
LOW HEADROOM DOOR i: 1:
14 GAL GALV.STEEL TRACK
HORIZONTAL REINFORCEMENT
TRACK
FORMED STEEL�! 0
1/2 X�1-3/4'X.055'1 HORIZONTAL TRACK
-1/8'X I"X 14 GA.
v GLUED TO PANEL AND FASTENED TO
SECTION A
z
GALV.STEEL
3/113-POP RIVETS
X.104'
VERTICAL snuEs WITH r.X 5-1/2 9
FASTEN ED%1[4� 14 X 6/8"S.M.S.P
BRACKET FOR BRACKET PLACEMENTS
DOOR SECTION HEIGHTS
i: LOW HEADROOM DOOR OPTION
HEIGHT3014THJ�� 134 B5 136 B7 BEI
81 ::B2
N/A 1'T 3e 45' 58" :67*0 2 L �/A
45- 56-
6'-6* 21 1'TO 2" 34- 67"
0!
2, NI A
7'-0' �Ll 1 TO 2" 34' 45" 56' 67'
TING RIB 18-,18- 18-1 TO 2- 67 78-1 T4�
5/..16*MEETING 1::±L 18:18 34 45 56 .1
.67 18-1 1'TO 2" W 45' 56'
PLASTC/STEEL.ROLLERS !E
1.62'DIP,X.50* if
--SECTONS AREA NUMBERED STARTING AT THE BOTTOM
W1. .44 DLA.X 4-1/4'STEM l. 0'O.C.FOR�iDOORS MORE THAN 8 FT. HIGH. USEADDITIONAL TRACK BRACKETS AT 1 0
T
CO
OPTIONAL INSULATIONS:
13Y'DYPI AST PRODUCTS:
3ALVI!STEEL ANGLE BRACKETS 11:
ISO-25 POLY-ISOCYANU
DENSITY-2.0 PCF 1.9' 32*$2-2H'X 12 GA.
N.OA#16-1108.04 CONNECTED TO TRACK;jWITH 0 E-(a
OR (1) 1/4,Bom& NUTS
BY IOF0AM NORTH iMERICA!
DENSITY- 1.03 PCF
0
N.OA 015-1203.04
...........
:OR
13Y'INS ULFOAM ULC
............ DENSITY-0.92 PCIF
.......... &OA#17-0221.06
...........
14 GA.GALV.STEEL
ROLLER HINGES Fill
(6)If 14 X 5/8-EMS
MIN..024*ROLL FORMEdIsTEEL PANEL
DRAWING QUALITY 0-40 0
GTH=39 KSI
MIN.YIELD SIREN J:
WITH PRIMER AND BAKED.-ON
44�1< CONFIGURATION
POLYSTER PAINTED TOP GOAT
APPLIED TO BOTH SIDES OF STEEL it
Ni I I I I
V
LIFTN VERTICAL HIGH LIFE STANDARD LIFT HEADROOM DOU13LE!TRACK, a
AVAILABLE TRACK OPTIONS 0
12 GA.GALV.STEEL
BOTTOM BRACKET FASTENED
W1(4)0 14 X 5/8,EMS :1 PRODUCT APPROVED
with the Florida
2D18
NuOdill FE82 1.as comp
17-1206.15
G) BOTTOM SEAL OPTIONS Approval Data 0311 512018
70592
SEE SHEET 5
1 drawing no.
18-10D
is
9:h�:eat�3-f 5�
s
V/
N. 1/2 X 1 3/4'X E FORMED STEER
GIST. fj
111/2 SELF DRILLING SCREWS 18 x I*
-1 'MIN.
II
OR
SELF DRILLING SCREWS Z
E DIST.: 3116 RIVE)( STEEL RIVETS-\ T:
OR
TIGRIP WI:DOME HEAD "3/11''RW STEEL RrVETS
MUL
8
;AT 24"O.C. D GRIP W/DOME HEAD 7 "
RE3NFORCEMEN`r AT 24 O.C.
0
FORMED STEM
1/4'DVL LAG SCREWS 2BY 1/4,!DLA.LAG
28Y -WOOD BU At r I a
FROM ENDS; AT 8'i FROM ENT7!
0 MAX: AND 15 O.M MAX.
0-Bu
AND 15-D.C.
W-STRIP ADAPTER—,-
w cr Cc 0.: 0 0
STRIP ADAPTER
ALUMINUM
STEEL 0 0
0 0 t3 RE
WCANYL
VrSMFFqNG w. P-11ANYL
WSTRIPPING
050
it .534 700
48
j
:h-1.750
j�
OPTION''A' :1 OPTION W
woob Budk coiNiNmnm To woop suBstw :(WOODjSPECIFIC GRAVITY sq.40.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6i:.SYP WOOD BUCK ATTACHMENT Lj00
TO WOOD STRUCTURES;IF THESE METHODS ARE i
FOLLOWED NO�ADDITIONAL CALCLILKTIONS/DES16N
WILL BE REQUIRED FOR DESIGN OF GAME DOOR ANCHORAGE.?
ANCHOR SPACING ro is
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF.RECORO.:INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
3/r HLC SLEEVE.BY H CONC.
iL-n
BLOCK 1-1le ti
3/8*CONFLEX:BY'ELCO' FILLED BLOCK 3-3 4 E
0
ITIN, CONC.
3LB'DYNABOLT 2-1 (_5
PC 2.Ile THK.MIN.STEEL STRUCTURE; 3 8 F'OWEI?S' CONC.
F=-ff.Y'SIMPSONS' CONC. 3;
5/15-X 1-5/8- LOADS IMPOSED BY DOOR.SYSTEM 1-1/2 0 CD
j! LAG SCREWS
AT 11'�C
BY OTHERS MUST SUPPORT THE 1 3
CONCRETE 1'6: 3000 PSI MIN. 0,
0-90 GROU`rt..nU-M,8LOCK I"m -2000 PSI MIN.
5/116"DW EIQLTS
[AT I I'O.C.MAX
WITH WASHER.:&NUT
EDGE;DIST.
WOOD BUCK CONNECTION TO CONCRETE/BLOCKS
BE ANCHORED TO
TREATED
2X8 SYP 400D JkMBS WHICH SHALL PRESSURE GROUTED REINFORCED MASON BLOCK WALL OR CONC.COLUMN WITH
p
2'
;/ LTRACON BY'EUCO'WITH SPACING OF
'!"OuC.INTO GROUT=FILLED.t BLOCK WALL,WITH 2-1/4'miN.:EMBED 1-Iyf 2�X 14 GA
li*O.C. NTO 30DO PSI CONCRETE,WITH 1-3/4!MIN.EMBED CO 4eg.
2-1/2--MIN.EDGE DISTANCE i:j
GALV.STEEL RAT BRACKETS
TAPPER BY'POWERS'WITH SPACING OF 18 X 2.5'X 12 CA.
2-1/8'X I'X 14:Ck
",!"D.C.INTO GROurr4ium.BLOCK WALL WITH 1-1/2"MIISL�EMBED I X 2-1/2 AT.z 1V O.C.IN DOOR OPNG.I . 1/1'e.
GALV.STEEL TRACK
OPNGJ�!
FILLET WELDS 11-D.C.INTO 30DO PSI CONCRETE WITH 1-3/4'MIN.EMBED 3. FASTENED TO TRACK PLATES:
AT a AT 18"D.C.ABOVE DOOR
MIN. EDGE DISTANCE le O.C.MAX CONNECTED TO CONT.ANGLE C:
t!: (3)SPOT WELDS AT EACH SIDE 20X5/8-TRUSS HD. il
3/8:CONFIP�13Y'ELCO VO4 IA-&LOCK NUrr:
3 LOT BY nV WITH SPACING OF
24p O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2*MIN.EMBER TRACK
TO STEEL
3'MIN. EDGE DISTANCE !�i 11 TO WOOD BUCK 0
it 0
3/ SLEEVE BY'HiLm'WITH SPACING OF it .4
B
INSTALL INTO GROUr-FIU.ED.BLOCK WALL.WITH 1-`1/4'MN.!EMBED.4 MIN :EDGE DIST. ALTERNATE TRACK
14,O.C.INTO 3000 PSI CONCRETE, 1-1/4'MIN.EMBED AND
2-1/2-MIN.EDGE DISTANCE:;:f pD All,
P
ji TEB 2 1 !Ole w......
j
PREPARATIONPRODUCT APPROVED BY OTHERS
as a cogug wft the Florida
md PW
ENGINEER OF RECORD OR ARCHITECT TO VERIFY tow lii FOR NEW CONSTRU ON
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
17-1206.15
No Approval
FOR DOOR REPLACEMENT IN OiTROFIT:BUILDINGS WITH NO ENGINEER 00
D APPROVED 13Y 0
RECORD,DOOR INSTALLATION MAY BE REVIEWED AN OF it
BUILDING OFFICIAL UPON INSP. ON. it ;i
V
laml ntrol
MAMMUM SMIORM iLOAD PER JAMB (10.3 X 42 PSF)/� 210 Lb,Or Ft. % %
L
LOAD P (10.3'X 52 PSF)/� 28&0 Lbs pjr FL MAXIMUM INTERIOR( 'Ell JAMB.
'�m -Z2
F771
2
f
00 5 4..0
1 7-
DOOR!FANEL
3/8'
; : :: * PLASTIC COMPLIES WITH -7
TYP. CHAPTER 26 OF FBC
1 i
24 GAL(.024)STEEL MIN. SEE EVIDENCE PAGE'
z
1 5
1.725
6
0 7/1s"DLk WASHER
1.144
q
4:
0
6 1/2'
A
08 XELEV 3/4-SMS TYP. 21 �1/4" 176 m
m m
MAX.
SEE . . Or
FOR SPACING WINDOW INTERIOR ELEVATION WDW.WIDTH 0 L
% [it 1
4 0 FASTENERS SPACING FRAM INTERIOR FRAM RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE dNJECTIO
ffs G3 C3 18 Va, N
#8 x MS MAX.
it
SEE E 6.40��0 :� I I U,
H! FOR SPACING
L-j
U
fil
175 X.062 DEEP
jijl -GROOVE
1/4-POLYCAREIONATE
LE)LAN % % % ci 00
H I!r II BY'SABIC INNOVM�PLASTI
NQA 115-0915.08 A
d
0
Cr
Q E
0 00
!IIIJ.
4
q
0 0 Z
fq
w
PRODUCT APPROVED
N I!
cornpr with the Flarldo
BuIldipq if
NOA-No. 17-1206.15
Approval 05a 03/1512018
.175 X.062 DEEP
iIII —GROOVE By
u.muontrill
aup r10 12
P.
t
INSIDE ELEVATION J. 21
SMS#8 X 3/4 a
SEE ELEV RAISED PANEL EMBOSSED DOOR WITH,OPTIONAL WINDOWS
j FOR SPACING
WINDOW;L LOCAT16N IN ITES.CAN BE IN ANY DOOR SECTION
x 3
.175 X.0620
GROOVE
FOR SPACING
#8 X 3/4-Slili It
SEE ELEV.
FOR SPACING
-,=,=---- -----------
711V DIA.WASHER
......................--------
b9ERIOR
DOOR PANEL
II 24(a (.024)STEEL MIN.
-1/8'MIN.
OF drawing no.
DOOR PANEL OPC
8-1 OD
24 GAL p24)STEEL mipt. GLAZING BITE
j
j:j
WINDOW�mm
�sheet5-f�5
i4 J
ELEV