HomeMy WebLinkAboutProduct Approval POP RIVETS 2 X 2 X 1/B'HORIZ ANGLE
2' ` 5/16"X 1-5/8'LAO SCREWS INTO WOOD OR HORR.TRACK SUPPORT, SPOT WELDED TO HORIZ TRACK V
X 5-1/2'X 3'X.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY NEEDING 8 FT.IN HEIG WITH TWO WELDS AT 1-TAT *PMT IIr q
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKETI II A REST AT 9'0 C. NI o
FASTENED W/(8)/ 14 X 5/II'S.M.S. _ _ 11 1 CONNECTED TO FLAG BRACKET ANGLE Z m
090 THK.C.ALV.STEEL ADJUSTABLE W 3/8-16 X 3/4'BOLT h NUT
SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 GA.STEEL PLATES AND la SPRING SHAFT GUIDE WITH
W/5/18-18 X 3/4'HEX HEAD _ _ WELDEDTO 1-1/2'X 1-1/2'X 14 GA ANGLE -- A—J (2) 1/4-20 X 5/8'BOLT&NUT
SCREWS&NUTS. FASTENED TO TRACK
TOP BRACKET WITH(4) 1/4-20 SS. BOLT&NUTS -- 1O1112.TRACK LENGTH=OPENING HEIGHT PLUS 12'
(ST-DMD)
�G
TOP BRACI(ET 0pJ�
(OPTIONAL) VERITCAL TRACK
LOW HEADROOOM D00 2-1/8•X 1'X.080' O
`Y D HORIZONTAL REINFORCEMENT
14 CA.CALM.STEEL TRACK SECTION A—A �
1/Y X 1-3/4'X•.059'FORMED STEEL 2'X 5-1/2'X.104' R 06
GLUED TO PANEL AND FASTENED TO Y STEEL
m i VERTICAL STILES WITH FASTENED W/(t)i 14%5/8'S.M.S Q ?
(2)3/16'POP RIVETS TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS �{,Z O
HORIZONTAL R9NFORCEMENT HEIGHT 1ST 2ND 3RD 4TH STH 91 82 83 B4 65 86 B7 B6 y R
1/2'X 1-3/4•X.059'FORMED STEEL 6'-0' 18°18' 18'18°N/A 1°TO 2'11-3/4' 23' 34' 45' 56" 67'
GLUED TO PANEL AND FASTENED TO 0
VERi1CAL STILES WITH 6'-6' 21'18' 18'21'N/A 1°TO 2'11-3 4' 23' 34° 45' 56" 67' -
(2)3/18'POP RIVETS 7'-0' 21'21' 21'21'N/A 1"TO 2'11-3/4' 23" 34' 45' 56' 67' - N
7=6' 18°16' 1B'18'18'1'TO 2'11-3/4' 23" 34" 45" 56" 67' 78-1/4' H
5/16'MEETING RIB m
8'-0' 21'18' 18.18° 21'1'TO 2'11-3/4 23` 34" 45' S6" 67" 78-1/4' N
1.82'DIA. X.50'ROLLERS sr —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
W/.44 DIA.X 4-1/4'STEM p u FOR DOORS MORE THAN 8 FT.HIGH, USE ADDITIONAL TRACK BRACKETS AT 10°O.C. O up va
S 1 0 c O v
rc pfmDBCf BEvmw ai M
OPTIONAL INSULATIONS' O m 1.9"X 2_IV X 3.3'X.090' of(mems a wilylk l7uC19� O Q
BY'O AST PRODUCTS C' LLRdi�effda ¢
SfLT1 TRACK BRACKETS 1'j-leI .T3 C9 O•t
ISO SIT POLY-ISOCYMURATE Aaspt E" -'O
a DENSITY a 20 PCF E CONNEECTEDI TO TRACK WITH e+►k Bahl 'Z JQ O C-0
$
m_ .... N.OA 016-110&04 ) 1/4'BOLTS&NUTS. Ilk Z U v 1
LN 1�
w EM'Cf710F0AM NORTH AMERICA' m • EW1M U O Z C9 N
m - DENSTIY 1.03 PCF W O t
a N.OA 015-1203.04 Vl m
OR mm
BY'INSULFOAM LLC' m Q N.2=
DENSITY-0.92 PCF O _
N.OA 017-0221.06
O
m E
® 14 GA.GALY.STEEL
ROLLER HINGES FASTENED S
W/(4)014 X 5/8'SMS
Li
--- ---- -- -_-- "-- -.._---MIN-.024"-ROLL-FORMED-STEEL-PANEL-
DRAWING QUALITY G-40
MIN.YIELD STRENGTH a 34 KSI
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION o 33 a
POLYSIER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL.
C m ro
o= VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW.HEp,DRI)OM
E' DOUBLE TRACK S o S=B
- - - AVAILABLE TRACK OPTION12 S
`L7\111111/f//� -
BOTTOM TOB
RACKET FASTENED
W/(4)114 X 5/a'.STEEL
sMs
Q. BOTTOM SEAL OPTIONS - -
SEE SHEET 4
�L►_•. OF drawing Do.
^�s..R OPS.y�\��` O 1-09
SECTION A
//f(111111111 sheet 3 of 5
REINFORCEMENT
31N• 1/2FOR'X STEEL•X.058' ��V
DLSr
is X 1' o
_¢ 1-1/2'MIN. SELF DRILLING SCREWS /8 X 1' ,� o
I E DIST. I S 3/16''RIVEX'STEEL.RIVETS OR SORB DRILLING SCREWS
S iv MULTIGRIP W/DOME HEAD 3/16''RWW STEEL RIVETS
\�j \ S AT 48'O.C.
' 3 AUL,49'D.C. DOME HEAD Q p�
REINFORCEMENT
011
�, 1/4'OTA.LAG SCREWS �, 1/4'DIA.LAG SCREWS ED STEEL
WOOD BU AT 6'FROM ENDS WOOD TILL AT 6'FROM ENDS A j
AND 19'O.C.MAX I I AND 19'D.C.MAX. stop
I p�yyjj eFl
WSTRIP
ALUMINUMA �IP ADAPTER O Oa, Q
RUBBER VfSTRIP PING RUBBER W'STRIPPINGO�1 2 s
Q W r-
s3s ,7Dao o
oso b J 0 al
P_
L �` �
1F� 750—T-T 1.790—d
PRObLICf PEVISE6
m cQswyI0x wIIb fb*""ib
BOTTOM SEAL OPTIONS A� &n�e -e ` m
OPTION •A' OPTION 'B'
Eh XSN.Date Z j
� n
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVrFY SG-0.55 MIN.) '4 "" o 00
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACf1AlENT C w c
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULAnONS/DESIGN
WILL BE REWIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. t>
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING Q m:
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. r, a.L
3 HLC SLEEVE BY HILT CONC. J¢ U m N
3 8'HLC SLEEVE BY HILT
FIi m BLOCK 1-1 4' Er 4
3 8'DYNABOLT BY'Ii1Y CONC. 1-1 2 e' 2' Z
0 3 o n
STEEL STRUCTURE BY OTHERS DYNABOLT BY'ITVP FlLLID BLOCK t-1 2 B' 2-1 4 F 0 0 n
5/16'X 7-5 8' V.48 WER-BOLT BY P CONC. 2' 8' 1-7 8 LJ 0 Z
MUST SUPPORT THE(AADS IMPOSED W O r
AT BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMF'S0 CONC. 8' 1-7 B' rn 0 v
AT 12'D.C.
CONCRETE fc-3000 PSI MIN. ry o
5/18'DIA BOLTS C-90 GROUT FILLED BLOCK f m a 2000 PSI MIN. Cl.-S t=
WOOD BUCK CONNECTION TO MASONRY •°• AT
WASHER N� o
y• Ai 12'O.C.MAK WG' I
PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
E DISt.
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH �- Lrr$
1/4'ULTRACON BY'ELCO'WITH SPACING OF ( _
O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-7/4'MIN.EMBED 7•
16.O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED o o
le O- MIN.EDGE DISTANCE 1-1/4'%2-1/2'% 14 GA
-- 1-1/2' 1-1/2• CONT.STEEL.ANGLE t-1/2' uJ Q
--------- ----- —-- — — --------- --
i/4'TAPPER BY'POwERS'WITH SPACING OF - (2-1/2
--------- ----- ---- --------------- -74'D.C.INTO CROUT FILLLED BLOCK WALL,WTIH 1-1//2'MIN.EMBED 12 GA.GALV.STEEL
16'O.C. INTO 3000 PSI CONCRETE WITH 1-3/4'MIM, f9A8E]) / FLAT BRACKETS f3'LONG 2-1,8tT
'X 14 GA3'MIN.EDGE DISTANCE 1 1 FI AT 12.O.C.IN DOOR OPNG. GAL. TRACKFILLFASTENTRACK PLATES
_--_ - - - _ W 2 %5 .
--- _ AT 12'O.C,MAX. --_- - _- - - _- /T -20 /8'niUSS NDO_1'CTm-TO-0ONL-ANGLENGIDESIOTTE -NUT
--- - _ - --- - -
24'O.C.INTO 3000 P51 CONCRETE,WITH 2-1/2'MIN.EMBED - -�-- W (3`SPOT WELDS-AT-EACH S -
2'MIN. EDGE DISTANCE CONTINUOUS ANGLETRACK REVERSE TRACK CONTI SUOUIS ANGLE TRACK 2
TO WOLID f1UCK TO CnNC!1FTF ANA FlI I Fl7 RI OCK 'S $'a o
3/B•HLC SLEEVE BY'HILT'WITH SPACING OF 0. _ x
B'D.C.afro GROUT FILLED BLOCK WALL,WITH 1-1/�4'MIN. EMBED,4'MIN.EDGE DISI.
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION- - - - - `�g1111TNYF�� - - - -
2-1/2'MIN.EDGE DISTANCE `V� �R�1 AN,
PREPARATION OF JAMBS BY OTHERS �� 1= 8F'•, o
FOR NEW CONSTRUCDON ENGINEER OF RECORD OR ARCHITECT 70 VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM. -YP'r• f7- v fi
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. �Q OF .A(/� drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(9.33'X 50 PSF)/2-233.3 Lbs par FL ' �•••••" ���
MAXIMUM INNIaOR(-)LOAD PER JAMB (9.33'X 60 PSF)/2-279.9 Lbs per FL ��� ���'1%N' Sheet 4 Of Fj
i
*PLASTIC COMPLIES WITH soo r---rs50 4lu
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z o
m
1.765 1.725
kil,75
' A WASHER 1.144
Q `
7n Ix
L tj
Q �tT
08 X 3f4'SMS 21 3/4' O C g o
1 FROM ENDSMAX. aAND 7'O.C.MA%. WDW.WIDhi EXTERIOR FRAME * INTERIOR FRAMj! (4)98 X 3/4'SMS `_ j8RIGID PVC ONE PIECE INJECRON RIGID PVC ONE PIECE INJECTION w �y o
O 1-3/8'FROM ENDSAND 61/2'O.C.MAX. H c D.L.O.%.082 DEEP
1!11GROOVE
I
'til N
!1�1 O
IA
H H 1/4'POLYCAR80NATE LEXAN % % c O".
I•I BY'BARIC INNOVATIVE PLASTICS' m tn o
NOA 015-0915.08 A
C Q �•
Ijl
K 1111 O CL�
z o g % Vrn�N
$ o !�!� O ..3 o m
N
O Z
�j 1j LJ
% ED
% Q N o
I1II O 2 I
I.I O
IIII
11 j1
j1I! % % % % PRODOCCREVISED
j!j 175%.062 DEEP % % % y Ik
j j I j 3
GROOVE __ __ Aaepl�ect Np '�l1
111 L�aPIerWlYte
o w 8
Ij' (4)00 X 3/4'sMs - -- --- -- —- -INSIDE-ELEVATION-------------- - bw - -----.-—
1 I j i I ; 0 t-3/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
I i j I AND 6-1/2'O.C.MAX LITES CAN BE IN DOOR SECTION
1
---- ----- - - /, --- -- - --- --- - - ------ - 8 X 3/4*-SA1,S_ -
WINDOW IN ANY LOCATION T
B 1 1j-1- tO-3/8 FROM ENDS ___ ___ _._-r-_ .175-X-.062 DEEP_ e :2
I I AND 4-1/Y O.C.MA)C GROOVE a o
08 X 3/4"SMS ^_ __- _ _- _ _ 1_ •. (( J .. _ __ _ >✓ x_ - _ _
O 3/8'FROM ENDS - - _ _ - ---- - -` "---- - - - --- tA 1110111/1j, - --
moi' a
7/16-DW.WASHER
`� ----------
DOOR PANEL EXTERIOR 6�2 •�� � $ � � ,
24 GA(024)STEEL MUT. ��•'.,• ` drawing no. !
DOOR PANEL 15/16'MIN. D.L.OPG.
24 GA(.024)STEEL MIN. GLAZING SIM � ORLON`.:' ��� i
wHNDow WIDTH ...... �`� 01-09
'fill fVA6.
ILLII sheet 5 OF 5
• i
.I
I;
i
I
I I
I
I
LIMITATIONS OF USE
A— THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED'-,BY THIS ENGINEER
IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT; i.e. WHERE THE SITE CONDITIONS' DEVIATE I FROI 1;':THE' P.E.D.
B— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT. I
C— THIS PRODUCT EVALUATION DOCUMENT WILL BE CONS16ERED INVALID IF
ALTERED BY ANY MEANS.
D— SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGiINEERI'�OF RECORD; .(E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;FOR ;THE PROPER
USE OF THE P.E.D. 'ENGINEER OF RECORD, ACTING �;AS A DELEGATED
ENGINEER TO .THE P.E.D. 'ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
E— THIS P.E.D.. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPAREp IT.
I'
I
I
I I
I
i x
I
f
I i
I
I
l
,M
' I
I
I
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINTILUCIE COUNTY
FILE # 4402245 OR BOOK 4098 PAGE 1195, Recorded 02/16/201809:57:17 AM
I a I
U
� W
NOTICE OF COMMENCEMENT
Permit No. Property Tax ID No. 24211-609-0013.000.6 Q�
State of Florida,County of St Lucie N 0O W
-" 0
The Undersigned hereby gives notice that improvement will be made to certain real property,and to accordance
Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Q U = m
Legal Description of property and address if available Orange Blossom Estates-2nd addition-2nd plat Blk 7 Lots 7&89-PAP. H W
(OR 1879-2689,2324-2637) 1 Z PC;Ce oW
General description of improvements �, a v r. J /�� a�, r O 0()u.
VV`j y
Owner/lessee James Manuel Trinidad,a married man
m
Address 2614 Newport.Drive,Fort Pierce,FL 34982 r H p
Interest inroPet'h'� �100 /o
P ,
I
Fee Simple Title holder(if other than owner)
I '
Address
i
Contractor Florida Retrofit, Inc. phone 1877-659-,8354
Address 2840 Kirby Cirde 0,Palm Bay,FL 32905
Fax#
Surety Phone#
Address Fax#
Amount of Bond i
i
Lender N/A phone#
Address Fax#
4
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(a)7.,Florida Statues: I i
Name St,Lucie County Housing Division Phone# 772462-1,7,77
Address 2300 Virginia Avenue,Ft.Pierce,FL 34982 Fax# 772-462-2855
In addition to himself,owner designates I of
Phone# Fsx#
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of
commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT XRE CONSIDERED IMPROPER
PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN
FINANCING,,CONSULT WITH YOUR LENDER OR AN ATTORN ORE COMMENCING WORK OR RE ING YOUR NOTICE OF
COMMENCMENT.
I
I �,i
Oz e fLess r Owner's or Lessee's Authorized OfficerYNrmtodPartner/Ntanoger/Signature
Signatory's TitrelOffice
State of Florida,County of St.Lucie
Acknowledged before me this ,day of eeoemt-r 201?,by James Trinidad
who is personally known to me or who has produced I as identification.
Signa ure of Notaly Type or Print Name of Notary I (Seal)
Title:Notary Public Commission Number �� 151' ���:" '�y, JENNIFER HANCE
6'st Notary Public•State of Florida
_• •° Commission#FF 941577
: .a4ro My Comm.Expires Jan 29.2020
Banded through National Notary Assn
� I
I
I�
,. _<,
w ` .`1� `` �i:
,ia- - '`'."}'�_.. 7{ tilt+�
..� �.i' .. ,�ir t,,, 'SY17''; ..i,
I�
2/6/2018 Florida Building Code Online I l'
41.
BCIS Home + Log In I User'Registration Hot Topics I Submit Surcharge ! Stats/&Facts i Publications FBC Staff �, BC
I
Florida i
'��I�ie� Product Approval i
d rQ0
USER: Public User
Product Aggroval Menu>Product or Aoolication Search>Application List>App licatlan,Detall
tow
tP FL # FL15371-R3
I Application Type Revision
Code Version 2017 I t
Application Status Applied For ;
11
Comments
i
Archived
Product Manufacturer DAB Doors Company, Inc.
Address/Phone/Email 12195;NW 98,IAvenue
Hialeah Gardens, FLI33018
(305)i822-7870
RBerger518@hotmail.com
li
Authorized Signature Javad Ahmad
alfarooq@afceng.com
I`p
I;
Technical Representative Allen Berger ja
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger5186,6otmail.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors.
Subcategory Sectional Exterior Door Assemblies
!rC
Compliance Method Certification Mark or Listing
I!
i.
Certification Agency Miami-Dade BCCO CER
Validated By Miami-Dade�BCCO -VAL
I'
II
Referenced Standard and Year(of Standard) Standard j
TAS 201
TAS 202
TAS 203
f�
https://w m.floddabuilding.org/pr/pr app_dtl.aspx7parem=wGEVXOwtDgtH8572gvdWIYe0J8oi3UxesBpONNZaHM8DBWU1H4Dsw%3d%3d 1/4
I I
i
I I
2/6/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
i ,
i
I I
Product Approval Method Method 1 Option A
I ,
I Date Submitted 07/20/,2016
Date Validated
Summary of Products
FL# Model, Number or Name Description
15371.1 Hurricane Master Model 824/811 I Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-21' garage door.
Wide w/ Window Lite Option I l;
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371• R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 2ki.6(LMI)-NOA 17-1018.11.pdf
Impact Resistant: Yes Quality Assurance Contract Expir;
Design Pressure: +48/-52 07/21/2020
Other: See attached NOA #17-1018.11 and limitations of use Installation Instructions
for installation instructions. FL115371 R3 II Limitations Of Use.
FL,15371' R3 II Steel Sectional Gare
I N ,A 17-1018.11.tidf
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party;
Evaluation Reports
Created'by Independent Third Party;
15371.2 Hurricane Master Model 824/811 I Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option I l
Li I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes Fi"15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 2X116(LMI)-NOA 17-1018.12_pdf
Impact Resistant:Yes Quality Assurance Contract Expir;
Design Pressure: +36/-44 07/21/2020
Other: See attached NOA #17-1018.12 and limitations of use Installation Instructions
for installation instructions. FL15371 R3 II Limitations Of Use.F
61115371 R3 II Steel Sectional Gare
NbA 17-1018.12.3df
Verified'By: Miami-Dade BCCO - CEF
Created,by Independent Third Party;
Evaluation Reports
Created;by Independent Third Party;
15371.3 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"
Steel Sectional Garage Door 164' garage door.
Wide w/Window Lite Option
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ: Yes I FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 2}16(LMI)-NOA 17-0919.12.13df
Impact Resistant:Yes Quality!Assurance Contract Expir;
Design Pressure: +27/-30 08/14/2021
Other: See attached NOA #17-0919.12 and Limitations of Installation Instructions
Use for installation instructions. FL15371 R3 II Limitations Of User
FL15371 R3 II Steel Sectional Gare
NUA 17=0919.12.pdf
https://www.floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgtH8572gvdWIYe0J8oi3UxesBp i NNZaHM8DBWU1H4Dsw%3d%3d 2/4
I I i
2/6/2018 Florida Building Code Online
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party;
15371.4 Hurricane Master Model 824/811 j Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2", garage door
Wide w/ Window Lite Option
Limits of Use I Ce0ification Agency Certificate
Approved for use in HVHZ:Yes F6.5371 R3 C CAC 16x16 Garage
Approved for use outside HVHZ:Yes 1108.30(LMI)-2017 DWG 00-18.odf
Impact Resistant:Yes I Quality Assurance Contract Expir,
Design Pressure: +56/-64 I 02%22/2020
Other: See attached NOA #17-1108.30 and Limitations of Installation Instructions
Use for installation instructions FL15371- R3 II 16x16 Garage Door
11'08.30(LMI)-2017 DWG 00-18.odf
FL15371� R3 II Limitations Of User
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.5 Hurricane Master Model 824/811 j Large missile impact resistant 18'-2"
Steel Sectional Garage Door 18'-2" garage door.
Wide w/ Window Lite Option j
L
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371. R3 C CAC Steel Sectional
Approved for use outside HVHZ: YesI 46(LMI)-NOA 17-0919.10.odf
Impact Resistant:Yes Quality Assurance Contract Expir,
Design Pressure: +55/-64 03/10/2018
Other: See attached NOA #17-0919.10 and limitations of use Installation Instructions
for installation instructions. i X115371', R3 II Limitations Of User
FU15371' R3 II Steel Sectional Gari
NQA 17-0919.10.odf
I Verified By: Miami-Dade BCCO - CEF
Cr,,eated by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.6 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"
Steel Sectional Garage Door 18'-2" garage door.
Wide w/ Window Lite Option I;
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F 15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 2X16(LMI)-NOA 17-0919.11.1)df
Impact Resistant:Yes Quality Assurance Contract Expir,
Design Pressure: +40/-44 i 03/29/2022
Other: See attached NOA #17-0919.11 and limitations of use Installation Instructions
for installation instructions. I 14L15371 R3 II Limitations Of Use.r
FL15371 R3 II Steel Sectional Gari
j NOA 17-0919.11.odf
Verified,By: Miami-Dade BCCO - CEF
Created by Independent Third Party;
Evaluation Reports
Created,by Independent Third Party;
15371.7 Hurricane Master Model 824/811 Large missile impact resistant 9'-4" x
Steel Sectional Garage Door 9'-4" garage door.
Wide w/ Window Lite Option I I„
Limits of Use Certification Agency Certificate
j Approved for use in HVHZ: Yes j L15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes I 4)(16(LMI)-NOA 17-1018.13.odf
Impact Resistant:Yes I Quality,Assurance Contract Expir,
Design Pressure: +50/-60 08/09/2021
https://w m.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIYe0J8oi3UxesBpONNZaHM8DBwu1H4Dsw%3d%3d 3/4
I;
i
2/6!2018 Florida Building Code Online I
!':'p
Other: See attached NOA #17-1018.13 and Limitations of Installation Instructions
Use for installation instructions. F1'^.15371 R3 II Limitations Of Use.G
F1A5371 R3 II Steel Sectional Gari
OA 17-1018.13.pdf
Verified By: Miami-Dade BCCO - CEF
Created'by Independent Third Party;
Evaluation Reports
Created rby Independent Third Party:
I i,p I
15371.8 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x
ul
Steel Sectional Garage Door V-4" garage door.
Wide w/Window Lite Option I r
ill I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 4k16(LMI)-NOA'17-0919.13.Ddf
Impact Resistant: Yes Quality Assurance Contract Expir;
Design Pressure: +62/-70 1!0/04/2021
Other: See attached NOA #17-0919.13 and Limitations of Installation Instructions
Use for installation instructions. Ft!15371 R3 II Limitations Of User
F11.15371 R3 II Steel Sectional Gan
NC)A 17-0919.13.pdf
Verified By: Miami-Dade BCCO - CEF
Created;by Independent Third Party:
Evaluation Reports
Ci eatediby Independent Third Party:
I
15371.9 Model 924 Steel Sectional Garage Large missile impact resistant 12'-4"
Door 12'-4" Wide garage door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yesl'15371 R3 C CAC 12x18 Garage
Approved for use outside HVHZ:Yes 11"08.31(LMI)-2017 DWG 04-01.Ddf
Impact Resistant:Yes 1 Quality Assurance Contract Expin
Design Pressure: +60/-65 07/14/2020
Other: See attached NOA #17-1108.31 and Limitations of Installation Instructions
Use for installation instructions FL5371 R3 II 12x18 Garage Door
11`08,31(LMD-2017 DWG 04-01.pdf
1 1115371 R3 II Limitations Of Use.E
Verified bl Miami-Dade BCCO - CEF
Created$y Independent Third Party:
Evaluation Reports
Created�by Independent Third Party,
I
Contact Us:: 2601 Blair stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida, :: Privacy Statement::Accessibility State
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-recor
mail to this entity.Instead,contact the office by phone or by traditional'mail.If yqb have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455)F.S.must provide the Department w
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If yo
address,please provide the Department with an email address which can bell available to,the public.To determine if you are a
please click ii`ere- r
Product Approval,Accepts:
0KA
k 0
Credit i'�l id 4
q
1,F1
li
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIYe0J8oi3UxesBpONNZaHM8DDWYIH4Dsw%3d%3d 4/4
i 4
1 I
I
MIAMI-DlADE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
I 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) j ;Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T;(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) X=.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 981 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 REk-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 ithe 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 t I.s 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. j
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIMON:Hurricane Master®Model 824/811 Steel Sectional Garage Doom 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
APPROVAL DOCUMENT:Drawing No.02-21 Rev L,titled"24 GA. Roll Frirmed Steel Sectional
Garage Door",dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5,of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing thie Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
MISSELE IMPACT RATING:Large and Small Missile Impact Resistantj
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 ori 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. I;
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.1 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 shalt 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.
This NOA revises NOA#15-0304.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1.Chanda,P.E.
NOA No.17-1018.12
jMIAMFD/�E coutrr:r ;Expiration Date:July 21,2020
P••. DApproval Date:December 14,2017
Page 1
i
I I
I
I
I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. 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 I through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E. !
B. TESTS "Submitted under NOA#11-0414.12" i
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.Pont,P.E.
I,
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 11-320,4,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 Wild 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 Eby 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.HET103-1329, 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 1117 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 "Submitted underNOA#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.
i Ishaq I Chanda,P.E.
Product Control Examiner
NOA No.17-1018-12
Expiration Date: July 21,2020
Approval Date:December 14,2017
3
I I.
I i '
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NDA #11-0414.12"
I
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 Re'sources(RER)
E. MATERIAL CERTIFICATIONS
I L,
1. Notice of Acceptance No. 13-0717.01, issued to SABIC.Inn.ovative 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 onl 08/14/2014 and expiring on
11/29/2017. i
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. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011!and ekpiring on 02/24/2016.
"Submitted under NOA#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 09/27/20'04,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.HETI104-1251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E. j
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 "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014,signed and'sealed by Javad Ahmad,P.E.
i
Ishaq 1.Chanda,P.E.
Product Control Examiner
i NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-2
3
I
c
DAB Door Company,Inc.
I
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door",
dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FB;C 2017.
B. CALCULATIONS j
1. None j
I
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
i
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for;their
Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast
ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04,issued to Cello£oam North America Inc,for their
Expanded Polystyrene Block insulation, expiring on 02/24/2021,
4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS i
1. Statement letter of conformance to FBC 2014(50 Edition) and.FBC 2017 (6th Edition),
prepared by Al Farooq Corporation, dated 10/05/17,signed and;sealed by Javad Ahmad,
P.E.
. I
F. OTHER ;
1. This NOA revises NOA 915=0304.01, expiring 07/21/20.
i
j`
I
Ishaq I.Chanda,P.E.
Product Control-Examiner
NOA No.17-1018.12
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-3
i
i '
7-1 STEEL 1/4-X 18 Gk ��®-- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4•X 0.1' U
��` STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR NEWER
W/(4)$14 X 5/8•SMS FASTENED TO END STILE WITH TO BE INSTALLED AT
m WITHOUT DELRON SLEEVE(STD.) t (6)/14 X 3/4'SELF DRILLING SCREWS �C�� � O o
e 7-1/2'X 3'X071' Ilrn HINGE I SFE SHEET 3 FUR TOP BRACKET OPTIONS Z q
W/(6)014 X 5/e'SMS C�STILES r y A 0 q O -
WITHOUT DEI SLEEVE(STD.) f m
WITH DELRON SLEEVE(OPTIONAL)
® 7-1/Y X 2-1/4'X .071• LOCK
o �.SIEE7O CENTERHINGE
(NGOPTIOM�-` -- -2 DOOR`` `\ it I
® ® [noI • a
W/(4)+14 X 5/9•SMS /
f
® c
I 1I 1'W X .15 7HK. LATCH.` 0&CENTER HINGE t STANDARD LOCKt= MIF.3 'mSPRING LOADED SLIDE BOLT(BOTH SIDES ® M13 0 O
FASTENED W/(4)914 X 1/2•S.M.S.
'-----5/8'MIN.LOCK ENGAGEMENT
OONFORMS TO SECTION 1008 REGARDING
,l GARAGE DOORS ' —— 0 j W c W
1 o g
158 DIA GALV.AIRCRAFT TYPE i v
•ABLE&NICO-PRESS SLEEVE B
W/ 13
MIN.5 TO 1 SAFETY FACTOR A `t A ® `Y o ? c
� 8 1! I1 b
1/0 io
2-3/4'W X 5-5/8'H X.090'THK., It
STEEL PLATE. 1-3/8'DEEP 1 �/ JE
�"__
WITH(3) /14 X 3/4' ♦LI O f
SELF DRILLING SCREWS ` ` ��
D1 I C M O
`BRACKET
STD. LIFT DOOR LOW HEADROOM I a
DOOR OPTION
a
DOOR T�ar�AT E c c
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010' O O1 N
2 SECTIONS 18-12 SECTIONS 21' STEII.PLATE (3�5'WIDEA 7.O.C.MA%. OPTIONAL FLUSH FACE I `o
6'-9' 1 SEcnON ie' 3 sEcnWS 21' WITH(4) ¢14 X 3/4•SOS OPNG.AREA NOT TO EXCEED 120 SO.M. MAX.DOOR WIDTH ++'�GRAIN DESIGN L.�A I 00 Z CO
7 4 SECTIONS 21'- ' 18'-2' b' Q s
7'-3• CIMER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA rn Ow
7'-8• 8 SECTIONS 18•- INSIDE ELEVATION BUILDING CODE.TAS-202,TAS-201 8 TAS-203 FOR HVH2 AND
a O
7'-9' 4 swnoNS 18'1 SECTION 21' /SIM E1886-05 ASTM E1998-090 w p =I=
B• 3 SECTIONS 1B•2 SECTIONS 21" OUTSIDE RAISED PANEL EMBOSSED DOOR
W-3' 2 SECTIONS 18.3 SECTIONS 21' HANDLE GENERAL NOTES 0
e'-e 1 SEL'BON 18' 4 SECTIONS 21' END STILE DAB DOORS INC. 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
W-9' 5 SECTIONS 21'- REQUIREMENTS OF THE 2014(5TH EDITION)/2017(6TH EDITION)FLORIDA
9' 6 SECTIONS 18*11 Hurricane Master®Model 0" High
1 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
9'-3' 5 SECTIONS 18.1 SECTION 21' tINSITAILM.
R GUIDE Max. Size 16'-2' X 16'-0' High 2.ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS
ON END STILE With Window Lite Option 9'-6' 4 SECTIONS 18.2 SECTIONS 21' X14 X 5 B'SMS P AND INSTALLED PER MANLIPS INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE/ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a9'-9" 3 SECTIONS 16.3 SECTIONS 21' • !!-10'—2-SECTIONS-18'4 SE'CDUNS-21'-- - U -- CK_BAR___—_.__ 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.10'-3' 1 SECTION 18' s SECTIONS 2r RACK DESIGN-PRESSURE-RATING-=-+ 36.0-PSE-- _ t�R.ON EACH SIDE OF DOOR _ 44,0 PSF 4•MATERIALS DICT-UDING BVT NOT DMITED TO STEEVMETAI SCREWS,THAT -
10'-C 6 SECTIONS 21'- COME INTO CONTACT WfTH OfHE'R DSSILiLAR MATERIALS SHALL MELT THE
f0'-B•6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLED.CODE 6 ADOPTED STANDARDS. m
i K $$$
11' S SECTIONES 1l1'2 SECTIONS 21 OUTSIDE KEYED LOCCENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL S GENERIC AND DOES NOT PROVIDE INFORMATION
_71'-3'4-SECTIONS-18'3-SECTIONS-21' - -- FE SAM OF THIS PRODUCT, DEC
OPTIONAL -- - et-SFOR TRUCIVRSITE EECENPQtC,TfT6 LPRO e.UUCf AND SFAL9IG_AROUND_OPENING FOR
,__ ___ __ _ - —DOOR.WIDTHS- ./_OF_CEN1f3t SnlES ___. _
11'-TY 3-SECTIONS 98'4 SECTIONS T7 LOCK BAR LOCIONG SHOWN_43 _—. --_ __ 8'-0'-TO 8 10' 2 __- - _ __ __ .. D _ -
- WATER INFILTRATION RESISTANCE ETC. _n
11'-9'2 SECTIONS 18.6 SECifONS 21 ALTERNATE TO 10'-0•TO 11 10• 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY -' m o
12' 1 SECTIONS 18'6 SECTIONS 210 SPRING LOADED SLIDE BOLT °a ^e S 2
12'-0'TO 13-10' 3 AND 70 BE REVIEWED BY BUILDING OFFICIAL
12'-3.7 SECTIONS 21'- LOCKS SHOWN ABOVE 14'-0'TO 15'-10• 4 > �'••
B.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
12'-6"6-SECTIONS 111"2 SECTIONS 21' _ _ _ __ _ __ _____ _ __ __ _. _ _ _ _.__ _ - _ _
DOOR WIDTHS 15'-11'-TO 16'-2• - 8 --- --IN.A000RDANK£WITH SECTION 1709.9.3 OF FLORIDAFLORDA BUILDING.CODE
+13' 5 SECTIONS 10'3 SECTIONS 21• LABELING TO COMPLY WITH SECTION 1709.9.2. - `
13' 4 SECTIONS f8'4 SECTIONS 21' tVtt1 11,ALn�/,.lIA!'' - - �
13'-3'3 SECTIONES 18'5 SECTIONS 21' — AH,
13'-6'2 SECTIONS 18'8 SECTIONS 21' MIODllCE REYISF'1 ® ® ® ® ® ® ® F14 X 3/4'SELF DRILLING SCREWS �� ••••
r4 wkbM:Fbdh MAY BE USED : Vy0EN3F"''.• t
t3'-9' 1 5(-C110N 18' 7 SECTIONS 21'
14' 8 SECTIONS 21'- Q IN UEU OF 114 X 5/8•SMS
Amq/uu NW 11"(0( •(y L 10'-0•TO 11'-10' I 14'-0'TO 15'-10'
14'-3'6 smnwas 18.3 SECTIONS 21' 6F4wMn ttrte r ZO'' DOOR WIDTHS ' DOOR WIDTHS •:*_ �'
5 SECTIONS 18"4 SECTIONS 21'
14'-94 SECTIONS /8'S SECTIONS 21'
15' 3 SECTIONS 1B'B SECTIONS 21' ® ® ® •• 'll® ® ® ® ® ® k;;;f li} .,1i 1t� 9TA OF drawl
15'ti" 2 SECTIONS 18.7 SECTIONS 21 �
15'-6' 1 SECTION 18' 8 SDCTIONS 21' i��-�•.•..... \� O2
15'-9.9 SECTIONS 21'- 12'-0'TO 13'-10' I IS'-11'TO IW-2' �7�+ L—2 L
16' 6 SECTIONS 18'4 SECTIONS 21' ' DOOR WIDTHS I DOOR WIDTHS I /11111.1110%` sheet 1 Of 5
24 GA.STEEL PANEL M�V
N
N
® RAPS BENT OVER PANEL C q
* �a 506
0 p`Is
1/2'PUNCHED HOLES I 0.1
yt
0 4'D.C. IIx ao
C
- -
055'X 2-1/4'X 3/4'%2' 8 dl tj
GALV.STEEL.U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO 19
VERTICAL INTERMEDIATE STILES W/TWO I k z rn=
114 X 5/8'S.M.S.AND 1O END SDLE -
S W/FOUR 114 X 3/4'SELF DRILLING S. bEpR{ a
o. _ _ - - ®' ntb�er►E�i a"l-lof •I2 O
/Q� R e n
C - - 3/16'POP RIVETS � P^0dho) 6+g
_ AT 4'O.C. J M
m - _ (6) FOR 21'STILES
5 FOR 18'STILES ti a0
® END STILE .024'STL PANEL C M Si
0
OUTSIDE OF DOD
p a li
tl•�
£" ym
O
15T SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTIONED 0 Z
0
r
OPTIONAL STOP MOULDING
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER N o
STEEL TRACK BRACKET FASTENED 13Y 'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH 1 14 X 5/8'SMS 3/4'X Y X 2-1/2'X.049'STEEL0
5/16'X 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
INSTALLED IN 9/16° DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS AND (5)GR(6)3/16'ALUM RNEIS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X.058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET CLUED TO PANEL AND SECURED TO
END STILE WffH(4)3/18'POP RIVETS ANCHORS AT.TRACK BRACKET:
SOUTHERN PINE %a• 1-7/8'X 2-5/8'X 049"STEEL EDGE 3O Wa.
-------- _ OSS S. CENTER STILE,GLUED AND RIVETED DISTANCE N 2 IN EDGE DISTANCE CONCRETE(3000 IN.) a €
/8'DIA- POWER BOLT BY'POWERS'
-- - _ -----'-'-—•/-- ------_ --- -_ — _ - _` 'MIN. EMBED INTO CONCR PSI N -
_TO-PANEL W/-(4)3/18'-RIVETS— - 3/18• - -----------
1- MIN. POP RIVETS °:''. 11-3 16 3/8'DIA. HLC SLEEVE BY'HILT)' u TU
1 14 X 5/8'S LLS. �'I_ /, q
1
1 ��• I 4/HINGE s °.'\�.°,' •'ti B) 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLACK m 2
_ 2-1/4'MIN.EDGE DISTANCE INTO CONCRETE
,--. 1 4'-MIN.- - BLOCK-----
CONCRETE
—-- -
CONCRETE f'c_ 3000 PSI MIN. -' o 0 8
C-90 GROUT FILLER) BLACK Pm•.2000 PSI MIN. Mir-92- -1.9'X 2.19'X 3.3'X 090' ANCHOR TYPE A OR B _ _ - - ---
Sim TRACK BRACKETS I - - 1 - - - 1 PER BRACKET I
SEE SHEET 3 FOR SPACING SHEET 3 FOR BRACKET SPACING ♦♦`\\\\111I1IIIII///
`♦ 'e� .......... iii b a
0592 8 I
7-1l/2'X.050• INTERIOR SIDE 7-1/2'X.071' 1/4-20 SS BOLT
STEEL TRACK GN.V.STEEL ENO ROLLER MNG, Q
14 GA.X 2-1/8'X 1'(STANDARD CENTER RING, 1.02'DIA X SO'STEEL ROUFRSi" .•�li' //QWWLL
12 GA X 3-5 16'%1-i/2'(OP't10NrLL)} 7/8'PUSHNIR' 1.82'DIA,X.50'NYLON ROLLERS OPTIONAL 1.`=1 �•;'�`y`` drowmg nfo.
fASiENED TO TRACK PLATES ��'`••'••....D• C9�♦♦ OZ-Z 1
INSTALLED ON ROLLER SHAFT 2.75'DIA.X.50'STEEL ROLLERS OPTIONAL ♦ I
W/le_
/4-20 X S/e'TRUSS HD. 2.75'DIA X.50'NYLON ROLLERS(OPTIONAL) // �Q��7), \\\♦
$LOTTED M.S.k LOCK Nur SECTION B-B WITH 5•STEM ///I/Ttll11\\\ sheet 2 o 5
POP RryETS1-1/2'X 1/2'x 1/8"HORIZ_ANGLE
/// 5/16'% 1-5/8'LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. l� V
�• - 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITHOUT INSULATION OR WINDOWS, 1%
2-3/4°X S-1/2°%3'X.104'
OALy,yTEEL WITH 1-1/4'EMBED INTO MASONRY EDT�EDING 8 FT. W HEG" 2'%2'X 1/8'HORIL ANGLE j
FASTENED (5)%4 X 5%8 ELM.& 3 PER BF7ACKET A�-, DOORFOR DOORS HEIGHTS
INSULLAATION OR OVE N1NDOW5 Z !m o
14 GA GALV.STEEL ADJUSTABLE WITH TWO WELDS ASPOT WEIM T
SLIDE
TRACK
0
SLIDE FASTENED TO BRACKET' 2-1/2'%4-1/4'X 13 CA STEEL PLATES
W/s/16-18%3/4'HEX HEM DED TO 1-1/2'x 1-1/2'% 14 Gi ANGLE A~J CONNECTED TO FlFIRST AT 3" LAG BRACKREST AET ANN �g
M.SCREWS 8 NUTS FASTENED TO TRACK - -- WJ 3/8-18 X 3/4"BOLT do NUT e'
tYlltl(4) 1/4-20 SS. BOLT Ac NUTS -- HORQ.TRACK LENGTH=OPENPIG HEIGHT PLUS 12' g
TOP BRACKET - - AND TO -20 X SHAFT GUIDE WITH
(2) 1/4-2D x 5/B`ear&Nur d
(STANDARD) TOP(BRACKET y1
+ LOW H(JIDROON DOOk ��H��
HORIZONTAL REINFORCEMENT
14 GA(VILV.STEEL TRACK
1 J2'X 1-3/4'X.058'FORMED STEEL VERTICAL TRACK 0 3 0 .�
�[
GLUED TO PAN0.AND FASTENED TO 2-1/8'X 1'X.080' 0 di b
VERTICAL STILES WITH SECTION A-A N
2'x s-i/2'x.104' 2
(2)3/16'POP RIVETS 8 GALV.STEEL Z
FASTENER YT/(4"'44UIA X.& ET FOR Z N ggg�
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR •SECTION HEIGHTS BRACKET PLACEMENTS V
1/2'X 1-3/4'%.058°FORMED ST1iE1. HEIGHT IST 2ND 3RQ 4TH 5TH B7 B2 B3 84 BS 88 87 88 Q g
GLUM TO PANEL AND FASTENED TO 6'-0' 18"18' 18"18'N/A 1"TO 2"11-3/4' 23° 34' 45' 56' 6'7'VERTICAL - 0
_ WITH
(2)3/16- OP RIVETS 6'-6' 21"16° 18'21'N/A 1'TO 2-11-3/4' 23' 34' 45' 56' 67"
S/16'MEETING RID T-0' 21'21'21'21' /A 1'TO 2'11-3/4' 23' 34' 45' 56' 67'
_ PLASTIC/STELE ROLLERS 7'-6' 18"18" 18"18' 18'1'TO 2"11-3/4' 23' 34' 45' 56' 67' 78-1/4° o m
8'-0' 21`18° 18'18` 21"1'TO 2'11-3/4' 23' 34" 4W' 56' 67" 78-1/4' c3 n
1.82' DIA% .50'
W/.44 DIA X 4-1/4"STEM 0 *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM eO
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
zb� � BMW
REvism
OPTIONAL INSULATIONS: p 1.9'X 2.19'X 3.3'X.090° OLX Ldp, o a
BY'MTLASr PRODUCTS LLC' STEEL TRACK BRACKETS TtWTot code CL ,D
DENSITYPOLZO PCFANURATE m CONNECT2 IS"ID TO TRACK WITH L1pinNw d.te -/O •/Z O rn m
NO.ROA 81th1108.04 )1/4'BOLTS B NUTS. o V 3 o n
BY'CELLOFOAM NORM AMERCA!
DENSITY. 1.03 PCF s
N.OA 815-1203.D4 m
OR mm
BY'INSULFOAM LLC' O^=F
DENSITY-0.92 PCF r
N.OA 817-0221.06 am O
ROLLER
LE G LNG STEEL $
/(g>HINGES 14 X FASTENED
WAN. .024°ROLL FORMED STEEL PANEL o
L H
- o '
i
- DRAWING"QUALfTY"G=40-----------------. ---- - - ---------- - —-----------
MIN.YIELD STRENGTH=39 KSI gg
WtfH PRIMER AND BAKED-ON - ---------- - - - ---- ------ - --'--- -��6�y- --- ---—�-
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION m
APPLIED TO BOTH SIDES OF STEEL
N VERTICAL LIFT HIGH LIFT STANDARD UFT LOW HEADROOM g a
DOUBLE TRACK 'E o
12 G0.GALV.STEEL. _ - - - - --- �tttill Ull/�Y� C-'Y J
AVAILABLE TRACK OPTIONS o 1
BOTTOM BRACKET/8-S FD
W/(+)f u x s/6•SMS �.�`tJP�.��...
...........
F
O BOTTOM SEAL OPTIONS
SEE SHEET 5
OF � � Browing no.
SO S�2RCING TRUFOR ASSY ALt��`��. sheet Sof 5
3 4' REINFORCEMENT r'
IN. 1/2'X 1-3/4'X.058' �v
DIST. pB X 1° FORMED STEEL A� N
SEIP h1 z SCREWS C-4
1-1/2'MIN. �Y
g I E DIST_ - 1 m 3/18' RNEX•STEEL RNETS OR DRILLING SCREWS z b m
o m N c MULTI"W/DOME HEAD 0 m
AT 48'O.C. MULRGRIPW%DOMESHEAD
7 a3 REINFORCEMENT AT 48"D.C.
0. Z
1/2'X 1-3/4'X.058' 9 1y_
1/4'DIA.LAG SCREWS 1/4'DN.LAG SCREWS ���uiF£L �+ O IL28Y 1v
WOOD BU AT 6'FROM ENDS 2 B AT 6'FROM ENDS G u.
1 AND 15'O.C.MAX. I I AND T5'O.C. MAX. C t N
W'SLRIP A04PLER Qp yz{
ALUMINUM STEP ADAPTER O Q O Q
SQ otili
RUBBER WTRIPPING t„�p
RUBBER W'STWPPING
0501L Z.040 n
L .534 ,700 S(7 tc7D
348 a W f
1.750 1.790^r O
n
PROD4TCf REVISM
BOTI'OFA SEAL OPTIONS rEsmm@bwawllbllxFTarBt6 �
OPTION 'A' O(7TION 'B' a
AcCeplsete lVef7/a/�•12. "'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG--0.55 MIN.) EJMn1wDWe�2Tt/-2 11 ti np
THE WSTALLA110N METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 4� !"
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN M
W61 BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTAUATLON MAY BE ++ p Q fi
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING C.,t
ANCHORS - SIRUCNRE EMBED SPACING EDGE DIST. G 00 v g
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 B" 2" p -O
-
3/8*CONFLEX BY.'ELCO• FlLLED BLOCK 3-3 4' 0 3 N
318-DYNABOLT BY TTW' CONII 1-1 2 B.
2-1/2-
5/16'
-1 25/16'X 1-5 B' STEEL SUPPORT
PPORTSTRUCTURE BY OTHERS 3 POWER-BOLT BY NMEn p.Z
// BMUST Y DOORPPSYSTEM E LOADS IMPOSED 3 8 SLEEVE-ALL BY 51MPSONS CONC. B' 3' & m
LAG SCREWS
AT 12'O.C. CONCRETE}'c=3000 PSI MIN. N o
5//16'DLA BOLTS 0-90 GROUT FILLED BLOCK I'm 2000 PSL MIN.
V71TFI WASHER k NUT O
WOOD BUCK CONNECTION TO MASONRY `� . �AT 12•O.C.Max' EDGE DIST. qq
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHAM BE ANCHORED TO I g
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I 3
1/4'ULTPACON BY'ELCO'WITH SPACING OF
12'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED V R
13°O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1-1/4'X 2-1/2'X 14 CA
-�----2-1/2'MN..-EDGE-DISTANCE - -1-1-]/2'_ _--�- -1=,1/2'_ .CONT._STEEL-ANGLE__- -_-- -�1=1/2� ---,_�-- -
1/4'TAPPER BY'POWERS•WITH SPACING OF -- --- _ - 12 GA.GALV.STEEL - � C
11'O.C. IAD GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED FLAT BRACKETS t3'LONG 2-1/8'% 1'X 14 G0. m
13'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIH.EMBED 1/16'%2-1/2 AT 12'O.C.IN DOOR OPNG. GALL.STEEL TRACK a
3'MIN.EDGE DISTANCE FlLLET WELDS AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
---- -- - ----- — - - --- --- --AT-12 O.C.-MAX.. - -- --- _- - _ - - - - - - _ - - ----- ---- ---
-, CONNEC[ED TO:CONI,ANGLE -W/(21 l/4 20X5/8'TRUSS HD -
3/e'LDT By'mK WITH SPACING Of _ SLOTT` M LOCK
- W/(3)-SPOT WELDS-AT EACH SIDE'-. _ _ cD 'S:& HUT'
23'O.C_INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
3'MIN.EDGE DISTANCE
TO WOOD BUCK jQ�[EIZ, TO CONCRETE AND PILLED BLOCK
3/B'HLC SLEEVE UY'HILT'WITH SPACING OF - --EDGE
_
I. O.C.' INTO GROUT FILLED BLOCK-WALL WITH 1-1/4'MIN. EMBED,4'MIN. EDGE DIST.' - -` O
15"O.C.INTO 3000 PSI CONCRETE WITH 1-1/4• MIN.EMBED AND ALTERNATE TRACK INSTALLATION ML IIIIfIM,
2-1/2'MIN.EDGE DISTANCE A A
PREPARATION OF JAMBS BY OTHERS
`� �:'VQEP18Lc'• �i
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - 88
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF v
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUDDING OFFICIAL UPON INSPECTION. . " . 13T OF �.6(/� drawing n0.
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(16.16'X 62 PSF)/2 -291 Lbs per Ft. Ai FAQsPT�e ...
MAXIMUM INTERIOR(-)LOAD PER JAMB-(16.16'X 44 PSF)/2-355.5 Lbs per FIL ��MY�11Ab.11Y�1 sheet 4of 5
�
|
|
i
|
|
/
ly; r
I _
I! j
Ii
i,
I
I. �I
k; I
. I
LIMITATIONS OF USE
A- THIS 'PRODUCT EVALUATION DOCUMENT (P.E.D) PREFARED�rIBY THIS ENGINEER'
IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR; A SITE SPECIFIC
PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATEI� FROMI,THE� P.E.D.
iII �
.B- CONTRACTOR TO BE."RESPONSIBLE "FOR THE, SELECTIOfJ, PURCHtASE AND
INSTALLATION 0'F THIS' PRODUCT BASED 0"N THIS PR bbd . UATI'ON
PROVI'D,ED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED.
ON, THIS DOCUMENT. { I,
( IIS I
C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY. MEANS.
"D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT .WHICH WILL BECOME THE ENG.INEER�"sOF RECORD;(E.O.R,)
FOR`;THE -PROJECT AND ".WHO'; WILL BE RESPONSIBLE FOR
RTHE ';PROPER
USE OF THE " P.E D. 'ENGINEER OF. RECORD ACTING # S A DELEGATED
.:
ENGINEER- TO THE, P E:D : ENGINEER 'SHALL: SUBMIT TO THIS
LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW; }I I
t- THIS PED SHALL BEAR.. THE DATE: AND ORIGINAL (SEAL !�,I''ND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED, IT.!
m
It
I
I
I
r'
III(u 'I
I I
I �I
i
2/6/2018 Florida Building Code Online
I II i
BCIS Home Log In ` User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff BC
b,P
a
Product Approval !
r — ;USER: Public User
Product Approval Menu>Product or Application Search>Application List>Ap Iieation,Detail
I
u
Y
C9' ? FL# FL15371-R3
Application Type Revision
Code Version 2017 I !
Application Status Applied For
Comments l i
;i
Archived ;
I
Product Manufacturer DAB Doors Company, Inc.
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
(305)'822-7670
RBerger518@'hotmail.com
Authorized Signature JavadlAhmad
alfarooq@afeeng.com
Technical Representative Allen Bergerh
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger518@hotmaii.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
l
Compliance Method Certification,,Mark or Listing
i;
Certification Agency Miami-Dade„'BCCO'- CER
Validated By Miami-Dade,”BCCO�-VAL
1 ` '
i
Referenced Standard and Year (of Standard) Standard
TAS 201 I
TAS X202 I r
TAS 1203 I,
https//WWW.floddabuilding.org/pr/pr app dg.aspx7param=wGEVXQwtDgtH8572gvdW[YeOJ8oi3UxesBpONNZa 'M8DjjWUlH4Dsw%3d%3d 1/4
2/6/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
i
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated I
Summa of Products i
FL# Model, Number or Name I Description
15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2" garage door.
Wide w/ Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes I 2X16(LMI)-NOA 17-1018.11.odf
Impact Resistantr Yes I Quality Assurance Contract Expir,
Design Pressure: +48/-52 I 07/21/2020
Other: See attached NOA #17-1018.11 and limitations of use In°stallation Instructions
for installation instructions. I FL15371 R3 II Limitations Of Use.r
FL15371 R3 II Steel Sectional Gari
N'OA 17-1018.1i.gdf
Verified,By: Miami-Dade BCCO - CEF
C".reated by Independent Third Party
Evaluation Reports
Created by Independent Third Party
15371.2 Hurricane Master Model 824/811 I Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option l
Limits of Use ! Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes i 2.kWLMII-NOA 17-1018.12.12df
Impact Resistant: Yes I Quality Assurance Contract Expir,
Design Pressure: +36/-44 I 07/21/2020
Other: See attached NOA #17-1018.12 and limitations of use Installation Instructions
for installation instructions. FL15371 R3 II Limitations Of Use.
L15371 R3 II Steel Sectional Gar
NOA 17-1018.12.12df
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
15371.3 Hurricane Master Model 824/8111 Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
I
Limits of Use ' Certification Agency Certificate
Approved for use in HVHZ: Yes I FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes I 2X16(LMI)-NOA 17-0919.12.12df
Impact Resistant: Yes Quality Assurance Contract Expir,
Design Pressure: +27/-30 ;08/14/;2021
Other: See attached NOA #17-0919.12 and Limitations of Installation Instructions
Use for installation instructions. *1_15371 R3 II Limitations Of Use.
IFL15371 R3 II Steel Sectional Gar
IVDA 17-0919.12.pdf
haps://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgtH8572gvdWlYeOJ8oi3UxesBp,ONNZaHM8DAW!U1H4Dsw%3d%3d 2/4
I !+
2/6/2018 Florida Building Code Online j
Verified By: Miami-Dade BCCO - CEF
Created;by Independent Third Party
Evaluation Reports
Created,by Independent Third Party
15371.4 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"
Steel Sectional Garage Door 16'-2i' garage door
Wide w/Window Lite Option
I
Limits of Use I Certification Agency Certificate
i Approved for use In HVHZ: Yes k15371 R3 C CAC 16x16 Garage
Approved for use outside HVHZ: Yes 1ib8.30(LMI)-2017 DWG 00-18.pdf
Impact Resistant: Yes Quality Assurance Contract Expir,
Design Pressure: +56/-64 02/22/2020
Other: See attached NOA #17-1108.30 and Limitations of Installation Instructions
Use for installation instructions FIL15371 R3 II 16x16 Garage Door
11`08.30(LMI)-2017 DWG 00-18.)d
j FI!15371 R3 II Limitations Of Use.G
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created, by Independent Third Party
i
15371.5 Hurricane Master Model 824/811 j Large missile impact resistant 18'-2"
Steel Sectional Garage Door 18'-2" garage door.
i Wide w/ Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes jaL'15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes I 24(16(LMI)-NOA 17-0919.10.pdf
Impact Resistant: Yes I Quality'Assurance Contract Expir.
Design Pressure: +55/-64 03/10/2018
Other: See attached NOA #17-0919.10 and limitations of use Installation Instructions
for installation instructions. FL1537-1 R3 II Limitations Of Use.F
j FL15371 R3 II Steel Sectional Gari
N'bA 17-'0919.10.pdf
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
15371.6 Hurricane Master Model 824/811 j Large missile impact resistant 18'-2"
Steel Sectional Garage Door 18'-2" garage door.
Wide w/ Window Lite Option �
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes ��k16(LMI)-NOA 17-0919.11.pdf
Impact Resistant: Yes Quality Assurance Contract Expire
Design Pressure: +40/-44 I 03/29/2022
Other: See attached NOA #17-0919.11 and limitations of;use Installation Instructions
for installation instructions. _FL1537.1 R3 II Limitations Of Use.
FL15371 R3 II Steel Sectional Gari
NOA 17-0919.11;0f
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
15371.7 Hurricane Master Model 824/8111 Large missile impact resistant 9'-4" x
Steel Sectional Garage Door 9'-4" garage door.
Wide w/ Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes i 'FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 4Xl6(LMI)-NOA 17-1018.13.pdf
Impact Resistant:Yes Quality Assurance Contract Expire
Design Pressure: +50/-60 I 48/09/2021
https://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgtH8572gvdWlYeOJ8oi3UxesBp'ONNZaHM8DjjWU1H4Dsw%3d%3d 3/4
2/6/2018 Florida Building Code Online
Other: See attached NOA #17-1018.13 and Limitations of Installation Instructions
Use for installation instructions. F1115371 R3 II Limitations Of Use.i
FL15371 R3 II Steel Sectional Gari
NOA 17-1018.13 pdf
Verified;By: Miami-Dade BCCO - CEF
C`reated;by Independent Third Party
Evaluation Reports
i Created'by Independent Third Party
IJ
15371.8 Hurricane Master Model 824/811 Large missile impact resistant 9'-4" x
Steel Sectional Garage Door 9'-4" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R3 C CAC Steel Sectional
Approved for use outside HVHZ: Yes 4X16(LMI)-NOA 17-0919.13.12df
Impact Resistant: Yes Quality'Assurance Contract Expir,
Design Pressure: +62/-70 10/04/2021
Other: See attached NOA #17-0919.13 and Limitations of Installation Instructions
Use for installation instructions. FL15371 R3 II Limitations Of Use.i
kL.15371 R3 II Steel Sectional Gari
N(JA 17-0919.13.pd
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
15371.9 Model 924 Steel Sectional Garage Large missile impact resistant 12'-4"
Door 12'-4" Wide garage door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R3 C CAC 12x18 Garage
Approved for use outside HVHZ: Yes 1:108.31(LMI)-2017 DWG 04-01.Ddf
Impact Resistant: Yes Quality.Assurance Contract Expir,
Design Pressure: +60/-65 017/14/2020
Other: See attached NOA #17-1108.31 and Limitations of Installation Instructions
Use for installation instructions 01_15371 R3 II 12x18 Garage Door
j1.08.31(LMI)-2017 DWG 04-01.pdf
FL15371 R3 II Limitations Of Use.I
Verified By: Miami-Dade BCCO - CEF
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
IIS
!!2 ;jrlext
i6
A
contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility State
lo
Under Florida law,email addresses are public records.If you do not want your a-mail,address,released in response to a public-recor
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.48'
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department w
one.The emails provided may be used for official communication with the Ilcensee. However email addresses are public record.If yo
address,please provide the Department with an email address which can be made available to the public.To determine if you are a
pl i ase dick here.
Product Approyrvf�Sal Accepts:
` 3 ECIC r
ME
Credit!;Oard t
j Sale
https�//www.floridabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgtH8572gvdWlYeDJ8oi3UxesBpi NNZaHM8DAWUlH4Dsw%3d%3d 4/4
IN
I
MIAMMADE
MIAMI DADS COUNTY
® I 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
i
DAB Door Company,Inc.
12195 NW 98h 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 Co;riV 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 Gara&Door up to T-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09 REV L,titled"Sectional Garage Door",sheets f through
5 of 5,dated 02/01/2001 and last revised on OCT 05,2017,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.
MISSILE IMPACT DATING:Large and Small Missile Impact Resistants;;
LA 3ELING:A permanent label with the manufacturer's name or logo,imanufacturing 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;endorsdment 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 flie 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#16-0330.02 and consists of this page 1 and evidence.pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.17-1018.13
rulAWDAD,COUNTY Expiration Date:August 9,2021
Approval Date:December 14,2017
Page 1
N
I ,
I ,
DAB Door Company,Inc.
i
I
i
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBI$HTTED
1. Evidence submitted in previous files
A. DRAWINGS
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.
i,
i
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/13,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 Humcane 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.
i
hay I.Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E-1 li
!
I
1
i
DAB Door Company,Inc.
I
I
I
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1 I!
I I
C. CALCULATIONS "Submitted under NOA #.14-0814.04-
I.
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 Al-Farooq Corporation,complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun FaroogI P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
I
I
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 Insulfoak LLC';for their
Insulfoam Expanded Polystyrene Insulation,approved on!08/14/2014 and expiring on
11/29/2017. 1
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLt,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.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc LightlApparatus 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 by J.L.Doldan,P.E.
F. STATEMENTS 1
1. Statement letter of code conformance to the 5'fi edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and'sealed by Javad Ahmad,P.E.
i
:I Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E-2
I .i
I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. New Evidence submitted. '
A. DRAWINGS
1. Drawing No. 01-09 REV L,titled"Sectional Garage Door'',sheets 1 through 5 of 5,dated
02/01/2001 and last revised on OCT 05,2017, sheets 1 through;5 of S,prepared by Al-
Farooq,Corporation, signed and sealed by Javad Ahmad,P.E. 11!
Note: This revision consist of editorial changes to comply with FBC 2017.
i
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade.Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2022.'
2. Notice of Acceptance No. 1.6-1108.04,issued lProducts,LLC,for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation, expiring on 02/24/20211.
4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018. i
I ,
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Editi n)and,FBC 2017 (6a'Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and!sealed by Javad Ahmad,
P.E.
F. OTHER j
1. This NOA revises NOA#16-0330.02,expiring 08/09/21.
i
j
I
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
i Approval Date.December 14,2017
E-3
i.
I
7-1/2'X 3"X.071'GALV.STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0.1• p m
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT 1T��
W/(6)#14 X 5/8'SMS /�--_ ��� FASTENED TO END STILE WITH
WTTHOvi DELRON SLEEVE(STD.) A ♦ (8)�T74 X 3/4'SELF DRILLING SCREWS OPTIONAL Bins�w.�ED�ATT 1
WITH DELRON SLEEVE(OPTIONAL) / `\ CENTER••STILE Z l6 0
A A ,
CENTER STOLE xt
1 e A I r.�.A t'
i O g.$♦.
ATF°F.. a
1 \ ` ``♦ � V U y A
1
1
1 0 7-1/2'rEEL X 2-1/4'
CENTER X 071•
® GALV.sHINGE I ——— m O b C
\ W/(4)$14 X 5/8'SMS
WITH DEMON SLEEVE(OPTIONAL) -` B H 6
♦ - ♦ p5 lac V+Z°
LOCK
-2/DOOR m zo �o Q�iIWS
j/ \ N C N
1/ \, 1'W X.15•THK. LATCH
i I
1 STANDARD LOCK E _ �o
` SPRING LOADED SLIDE BOLT(BOTH SIDES) - ._ = p
\ ro
FASTENED W/(4)014 X 1/2•S.M.S.
-- 5/8•MIN.LOCK ENGAGEMENT �' / c C):!
CONFORMS TO SECTION 1008 REGARDING GA)iAGDOORS w M •
® I J 07 c c
DOOR HD9HT CONSISTS OF /� \�♦♦ i ♦♦♦ 1 Q V O, N
61-6' 2 SECTIONS 18'2 SECTIONS 21' ASS DIA GALV.AIRCRAFT TYPE / �\ ! e \` \♦� A L A O
6'-9• t SECTION 18• 3 sEcnoNS 2t CABLE&NICO-PRESS SLEEVE \/ \ OPTIONAL VENT F o
W MIN.5 TO 1 SAFETY FACTOR I Z
t / (3)5•WIDE AT 7'O.C.MAX. OPTIONAL FLUSH FACE V o
7• 4 SECTIONS 21"- i m I / OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W OLot o
7-3• 1 I i i 120 SQ.lit [COLONIAL DESIGN N
7-8' 5 SECTIONS 18•- 8'X 3'X 0.1' t /t 1 o
7'-9' 4 sEclims 18'1 s£CnON 21' l / \ ! '-
8' 3 SECTIONS 18'2 SECTIONS 21' WITH(2)#14 X 5�8 SMS \•L1 m ; `. 1 e MAX. DOOR WIDTH 0 =
8'-3' 2 SECTIONS 18'3 SECTIONS 21' C
8'-6' 1 SECTIO 18' 4 SECTIONS 21' `--- -
a'-s• 5 SEcrIONS 21•- BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC.
9• a SECTIONS t8'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master®Model 824/811
W-3• 5 SECTIONS 18't SECTION 21' DOOR OPTION Max. Size 9'-4• X 16'-0• High
9•-6• 4 SECTIONS 16'2 SECTIONS 21' r
9'-9• 3 SECTIONS 18.3 SECTIONS 21' 7-7/b"x 3-1/8'X .010• With Window Lite Option fQ in^
10' 2 SECTIONS 18'4 SECTIONS 21' NrPLATE 114 X 3/4•SELF DRILLING SCREWS MAY BE USED o € j
----- - 10•-3' 1 SEGI101L 18' 5 SECn0W 21•-CENTER-STILE - ----- - ----- ------WITH(4).#14-X-3/4•-SDS------ _IN LIEU OF/14 X 5/8'SMS
1o•-6• 6 SECTIONS21•- -- DESIGN-PRESSURE-RATING-=--+-50.0-PSF-- -
OUTSIDE GENERAL NOTES - 60.0 PSF aa
to-9• 5 SECTIONS 18't SECTION 2t' HANDLE END STILE -2 2 g 2 S
11' s SECTIONS 18'2 SECTIONS 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AOR 7ESrED IN ACCORDANCE WTi11 THE REQUIREMENTS OF FLORIDA
11'-3' 4 SECTIONS 16'3 SECTIONS 21• _-__ - - - -- ---- --- - ----- _ REQUIREMENTS OF THE 2014 (5TH EDETION)/2017 (8TH EDITION) FLORIDA 11UILDING COOS.TAS-202,TAS-201 &TAS-203 FOR HVH2 AND
-.-t1'-6'-- 3-SEc1IONs-16'4sECTIaNS-21' 'o BUItAi1rG-CARE-INCLUDING HIGH-VELOCRY-HURRICANE-ZONE--(HVHZ). _ ASD1'.E1886-05/A5M-£t996-09: ----_-- -- --- -Z AN -
11•-9' 2 SECTIONS 18'5 SECROfS 21' --- - - GUIDES -
tY 1 SECTIONS t8'6 sEnotes 21' INSTALLED ON END STILE 2.ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o o a$ ryry•8
12'-3• 7 SECTIONS 21'- WffH (4) tA4 X 5/8'SMS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT o d o
12•-6' 6 SECTIONS 18'2=DNS 21'_ __ 4 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. E
12-9• 5 SECTIONS 18.3 SECTIONS 21• ABT X'.6W LOCK-BAR -' '3.A CkAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.-"- - - - - - - o -
/3' 4 SECTIONS 18"14 SECTIONS 21' ON EACH GES(SIDE OF 4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT ♦```\t-^IppIIC,/1j'' o
13-3' 3 SECTIONS 18'S SECTIONS 21' / ♦ .......... / Q
13'-6' 2 SECTIONS 18'6 SECTIONS 21• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE pf {{ 7 `♦` OFN
13'-9• t sEroTION t6' 7 sEcnoNS 2r OUTSIOE KEYED LO�jOPT1ONAL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS, t,,.f L :,I G�Sj �• J � ••,• Y
14' a SECTIONS 21'- I=BAR LOCKING SHOWN 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION _� s
14'-3• 6 SECTIONS 18'3 SECTIONS 21• ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY IRR08UCt'p6V�y@ �}r• 7 * o
14'-6' 5 SECTIONS 78'4 SECRoNS 21• LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR � 1vlLL ire FYwitn - $
I,-9' 4 SECTIONS 18'.5 SECTIONS 2t• WATER INFILTRATION RESISTANCE ETC.
IF 3 SECTIONS 18'a SECTIONS 21" CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AS*epW vg17^/V/8/g :•vii:
is-3' z
=1819"178
EcnoNS 16'7 SECTIONS 21' AND TO BE RENEWED BY BUILDING OFFICIAL p p„� G OF �lV� drawing
no.
15'-9• 1 SEC71a1 16' a sE1CTIONS 21• 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION / ��� � gip'•
15'-9' 9 SECTIONS 21'- IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLRING CODE " '��SY® A).���♦ 01-091 1—O�
t6 6 SECTIONS IS'14 SECTIONS 211 LABELING TO COMPLY WITH SECTION 1709.9.2. air'�t4r dEMlwl /TAC, t11tt` sheet 1 of 5
24 GA-STEEL PANEL
3/16°ALUM RIVETS 1
I o r
FLAPS BENT OVER PANEL
' n 0 �6
ILN
gee
.024'STL PANEL 1/z•PUNCHED HOLES (� e~j
04'D.C.
OUTSIDE OF D00 C 8
a�'A
Ell e
I
I � �
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER N
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' N
5/16'X 1-5/8'LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE
OFULLY THREADED
NE PER BRACKET POSITIONED AT EYE LEVEL END STILE p
ANCHORS AT TRACK BRACKET: 0
OP ION&STOP MOULDING
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/8'Mi POfYEit-801_7 8Y'POWERS' W M
TO MASONRY SEE NOTE ON SHEET 4 2'MIN.EMBED INTO CONCRETE c
3 M
1-7/e'MIN.EDGE DISTANCE p Q
#14%5/8'SMS /4'X 2'X 2-1 2'X 18 GA STEEL Ca.7 aL
6 PER HINGE END STILE.CONNECT TO PANELS WITH 8),3/8' C SIEEVE BY• 1Y E m C m
SOUTHERN PINE _ 1/2'X 1-3/4'X.059'FORMED STEEL SUPS AND 3/16'AWM RIVETS 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK 0o, m N
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8MIN.EDGE DISTANCE INTO CONCRETE Z U
,�' pIST��
-. END STILE WITH 3/18'POP RIVETS 0 12'O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK
0.55 S.G.1
Ld O
Z
1-7/8'X 2-5/8'X.045•STEEL CONCRETE fe o 3000 PSI MIN. y O
EDGE U)GLUEDo
CENTER SOLE,GED AND RIVETED m C-90 GROUT FILLED BLOCK I =2000 PSI MIN. m °�
•�• I TO PANEL W/(4)3/16'RIVETS DISTANCE ¢N u
1 1/2'MIN. I POP RIVETS C x f
e` '` lRODUCf B£YrFBD
#14 X 5/8'S.MS. •'j11=3/16 awo�'Viwdl6 dro FEoef/e —7
r4/HINGE
1-3/16° CgirnYrOale ` 2
4 b b
ANCHOR TYPE A OR B OW o
-- --- ---------- --- - ---- -- -- - —--- --- - -(1)PER-BMKET----- - -- - - o 1.1
STEEL TRACK BRACKETS SEE SHEFT 3 FOR BRACKET SPACING Fa
SEE SHEET 3 FOR SPACING o g g z
1/4-20 SS BOLT&NUT
flc_ ao
o •
---- 7-1/2'X.071'GAW.STEEL -
- CENTER HINGE __ 7-1/2'X 3'X.071' x
END ROLLER HINGE -- - --
7/16'PUSHNUT SECTION 8-
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE 1.82'DIA X.50'STEEL ROLLERS(STD.) �'-"} "°� �Ltli V im''•' '� 4 g
STEEL T14 GA.X 2-1/8'X 1'(STANDARD) 1.8z'DIA X.50'NYLON ROLLERS(OPT[ I 705g� a �G
2.75'DIA.X.50'STEEL ROLLERS(OPnONAL
12 GA.X 3-5/16'X 1-1/2'(OPTIONAL) 2.75'[NA X.50'NYLON ROLLERS(OPTIONAL) >�• *= a
FASTENED TO TRACK PLATES - 7
W/1/4-20 X 5/8'TRUSS HD. WITH 5 STEM e
SLOTTED M.S.&LOCK NUT1
OF Browing no.
01-09