HomeMy WebLinkAboutSUBMITTED PAPERSl 1
/ Permit Number:
v/}�v
St. Lucie County CIS
Building & Zoning Department
2300 Virginia Avenue SCANNED
Fort Pierce, FL 34982 BY
772-462-1553 St. Lucie County
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE D,QORS
SEE REV RSE SIDE FOR -
OR INS{T.RUCTIONS PATE:
1. LOCATION/SITE ADDRESS:
/ tXO�yi1lG� �CfL�
2.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: C/o "'
Zdio Gccr P
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6.
Name: Aug 5/C/►7 G/S
Address: ol.Z % ✓ e.. -N S
CityA(,f&'ft- State: FL
Zip: 30Zy� Phone: 772 760% 4% 2L
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name:_ u tam is *Gi
Garage Door Sales, Inc
�� 2607 Okeechobee Rd
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
(772)461-0729
Ft Pierce, FL 34947
Manufacture Model 4 Method of Attachment #
Florida Product Approval #
120 mph
130 mph
140 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
MID.
,04C-)
Wfikoo
fL�(
l�LC (C�d`C+Gh
C- Size
11 w AkAs -
VALUE OF CONSTRUCTION: $ v� etllu�[. FEES DUE:
RECEIPT: ` o
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating cignstruction and zoning.
9
t 9, ynG( _
PRINT QUALIFIERS/O ERS NAME )��"SIGNARE OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF :51--X_& cr ` �f /j') 1u
ACKNOWLEDGED BEFORE ME THIS Z-f _ DAY OF _�, 20) L BY` 4tCLg- " � *) WFi0 IS P SONALLY KNOWN T E OR WHO
HAS PRODUCED r AS IDENTIFICATION. 4n-,)
_, L - A,o�
—SIGNATURE OF NO#ARY TYPE OR PRINT NAME OF NOTARY
TITLE' ``NOTARY PUBLIC COMMISSION NUMBER moo_ tea"
r °n;LI ! EPi8COp0
N,-„•;�� CO�F-'.��„-CAI/6Er"33160
`J°cat' 3 r•�'i•iB3: is !ib-17, 2014
!7DSrc=t&scc, Co.
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Mary A Siemers (TR)
Record: 1 of 1
<<Prev Next» Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
�G,y
Site Address:
7603 PALOMAR ST
ParcellD: 1301-601-0186-000-9 "�.
Sec/Town/Range:
14 :34S :39E
Account #: 481
ref
Map ID:
13/14N
Land Use: SF Res
Zoning:
RS-4
City/Cnty: St Lucie County '
Ownership and Mailing
Legal Description
Owner:
Mary A Siemers (TR)
LAKEWOOD PARK -UNIT
1- BLK 9 LOT 28 (MAP 13/14N) (OR 2975-
Address:
227 Seaview St
716; 3362-22)
Melbourne Beach FL 32951-3472
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code Deed
Book/Page 2011 Final: 57700
Land Value: 5400 Acres: 0.3
1/20/2012
100 0111 QC
3362 / 0022 Assessed: 57700
Building Value: 52300
5/9/2008
100 01 WD
2975 / 0716 Ag.Credit: 0
Finished Area: 1248 SgFt
8/1/1988
100 01 CV
0599 / 2754 Exempt:
10/1/1983
0 01 CV
0415 / 2970 Taxable:
12/1/1979
3000 00 CV
0322 / 2545 Taxes: 1173.95
6/1 /1977
0 01 CV
0271 / 2166
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType:
HC- - HC-
YearBlt:
1983
Frame:
-
Grade:
C- - C-
EffYrBlt:
1983
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBlt. No, Land Use
Type
Measure Depth
DWC - Driv-Concret
Y 1 500
AV AV
1983 1 0100-SF Res
BI -Front Ft
75 175
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/paslc/Prc.asp?prclid=130160101860009 5/21/2012
M,,. AMI'1 ME MIAMI-DADE COUNTY
• ►�„ PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175 2M174
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE Q AC`CTAA} ww�v.miamltlade.goy/nern/
DAB Door Company, Inca �' — ---
12195 NW 98" Avenue ,
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable ru s d gulatlens governing the use of
construction materials. The documentation submitted has been 1-v ieweAnd accepted by Miami -Dade
County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NO:A. 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. PERA
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: 91- 4" Wide x 16' High Steel Sectional Garage Door iv/ Window Lite Option
APPROVAL. DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/13/2011, sheets I through. 5 of 5, prepared by AI-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 RATING: Large and Small Missile impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered.after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0119 21 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrern, P.E.
NOA No. 12-0110.06
MlAM-DAPECOUNTY Expiration Date: August 9, 2016
" Approval Date: March 1, 2012
OZ f 2!/_70 Z Page l
DAIS Door Comnany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of S,.prepared by Al-Farooq
Corporation, signed and sealed by Javad :A rmad, P.E.
B. TESTS "Submitted router 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 Whid Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with.marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hunicane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149AM, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Subodded under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. RETI 08-T- 1.82, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 03-0210.04"
3. 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"Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12119/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
L Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
42:�/ 7-UIY
C rlos fd. Ifirera, P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date: August 9, 2016
E-1 Approval Date: March 1, 2012
DAB Door Comtpanv.'Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/1712013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoani Expanded .Polystyrene Insulation, approved on 11/29/2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for thew
Expanded Polystyrene Block Type Insulation, approved on 04/2612007 and expiring
on 08127/20.08.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under IYOA # 05-0228.0.211
5. Test Report on Accelerated Weathering using Xenon Are Light Apparatus Test per
ASTM 0155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. IIETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
6. 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 1. Ghia, P.E.
7. 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 6/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code coi*rrnance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/2612011, signed and sealed by Javad Ahmad, P.E.
oz, 1/241Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.12=0110.06
Expiration Date: August 9, 2g16
E
Approval Date: March 1, 2012
-2
DOOR 11II011"
"
CONSISTS OF
9-V
2 SECTIONS 11T'
z sEc90NS 21'
C-9.
I SECTION I6'
r..
4 9ECRONS 21-
-
-3
r-s'
5 SECTIONS'-
7-9'
4 SECTIONS 18'
t SECTION 21'
If
3 SECTIONS T9'
2 SECTIONS 21'
1.,.
2 SECTIONS TB'
3 SECTIONS 21'
e'-a'
I SECTION IW
4 SECRORS 21'
8'-9'
5. SECigIB 1-
- -
9'
a. searcm 10
-
9'-S.
5' Td
T SECTION 21'�
9 -d'
4 SECOOtS to
2 SECTIONS 21'
_
8'-9'
3 SUCTIONS 1d'
3 .SECTIONS 21'
10, .2.SECTION5.1
; SECTIONS'21'
10'-r
Tsoom ur
S SECOONS 2r
IO'-e'
8 Emma 21'
- _
1 -9?
a SECTIONS 18'
_
.SECTION 2I'
it'
S SECTIONS' Is!
2 SECTIONS 21-
_
11 -r
4'IECMNS 1a'
3 SECflONLS 21-
11'-s'
3 SEC ow 1d'
4 SECTIONS 21'
tt'-�9' -
2 SECTIONS 19'
5 SEC90Ns.21,
12'
1 SECIlON4 15'
a SECTIONS 21'
52-3'
7 SECTIONS 21'.
-
12'-4'
E SECTIONS 15'.
2 SECTIONS 21'
12'-0'
bswnoN5 IV
S.SECWRS 2f'
13,
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4 SF�DOINS 2+'
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3, SECTIONS Ia'
59ECTONS 21'
2,smllm AS'
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15-9"
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7 5 amens 2I'
8 SECTIONS 21•
-
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3 SECTXONS 21'
a SECTIONS Ir
F SECTIONS 2+'
14_--9,
4 SEUnOM 15'.
5 "SECTIONS 21'
Is,
3 SSmoz. 19'
4 zommS 21'
IS --a--
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7 SEC£DNS 21'
I 'SECTION IS'
e.SE]CTIONS 21'
15-
9. NS 21-
-
18'
a smnONS le'
4 SECiANs 21'
7-1/2' X 3' X ,D71' CAW. STEEL
ETD ROLLER HINGE -
W/ (8) 1 14 x 5/8' S1A5
O
O
Q
071' % 7-1/2' GAL'
® W% ji"T4 I/2'
r DOOR
Y -I• w X
40 LOADED SLOE 84
CNEO W/ (4) 0 14
MIN, LOCK ENGAGED
1012 REGARDING CA
s'x3•x0.1'
STEEL PLATE
WITH (2) #14 X S/B' SMS
TOP FIXTNRE 5-1/2- X 2-3/4" X 0.1'
STEEL PLATE WTIN ONE 5/I5-16 MS W/ NUT
O
o Q
o®
STEEL +
5' INK. LATCH
LT LOCK (BOTH SIDES)-
£ 1/2' S.LIS.
[ENT CONFORMS TO
ME DOORS
m
(6),j14 X'W4'' SELF DRILLING
CENTER STILE
SCREWS -TO OTIEj INNSTALLED wx AT
CENTER STILE
ER
�
N
WWOOD
FLUSH
OHAL OPNN
F
DESIGN
I�I
I
-
—
"-
_
OPTIONN. VENT
OPENING AREA NOT TO OLEO
120 SO. IN.
MAY- DOOR
D.-4'
I
^i (' -- A
[COLONIAL OES10N
WIDTH
BRACKET BRACKET
STD. LIFT' DOOR LOW HEADROOM
DOOR OPTION
7-7/B' X 3-1/8' X .010'
STEEL PLATE
CENTER STILE WITH (4) 114 X 3/4' SDS
OUTSIDE
HANDLE END STILE
IAGIC Eu4t GlFDES
"'AU"' ON END STILE
VAIN (4) /14 % 5/8' SMS
0 9 .1ITT X ,5W LOCK BAR
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
DAD DOOR MODEL M
LIAR. SIZE 9'-4' WIDE X 16'-0t HIGH
DESIGN PRESSURE RATING o + 50.0 PSF
- 50.0 PSF
THIS PRODUCT IS RATED FOR LATtCE MISSILE IMPAOT
�4,,u
1
0 Q
F W
aE
0 '
0 v1
ag��
04T��:
agigI
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ENGAGES ty TRACK
DN EACH SIDE OF DOOR GENERAL NOTES
a.
L THIS PRODUCT HAS BEEN CE4GNED A14D TESTED TO COMPLY WITH THE CSC
tiIODUCI R$Vi�ED
Q
OtfTSIDF KEYED O K REOUIRELIENTS OF THE FLOT50A MLD8NO CODE 2010 EDITION IRCI.UOING cma
110oaiplj111�1I%1ld1Rf1MH�
4
d
533
LOCK MR LOCKING SHOWN IBGH VET.00t1Y HURRICANE ZONE. FN�, PE �t 7t1992 �
ALTERNATE TO LOCKS SHOWN ABOVE ANCHORS SHALL DE AS USTEO, SPAPE0 AS SHOW}N. AN DETAILS. ,VAN' `
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
Thillly:Cnie
Aot�MLlOf7o a`O�fO (
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fi
3L ALL BOLTS, NUTS AND WASHERS SNNAU. BE 73M: PLATED CARBON STEEL �+� 'I,O�`
v\
4. OR LOADING OTHIER THAN THOSE SHOWN IN OV 1.
C1amo1
drawing no.
THESEORING
MAU ARE NOT PAM OFDITIONS
oa Ott
THIS APPROVAL..
S. A LOAD DURATION INCREASE IS USED IN DWGN OF /NCHDRS INTO WOW ONLY.
01 —09
sfiaet 1 of 5
FOR CONNECTION OF YMO B'JCX
TO MASONRY SEC NOTE ON SHEET 4
SOUTHERN PINE_ ..
0.55 S.C: , i6c O SF7..
1.0' X 2,19' X 3.3' X .102'
STEEL TRACK BRaCXETS
SEE SHEET 3 FOR SPACING
.024' STL PANEL
—_._. OUTSIDE OF TIM
mR
STEED. TRACK BRACKET FASTENED SOLLO �R+9F� DOOR VIEWER
TO WOOD JA MO WITH 8Y 'SCHLACE SECURITY HARDWARE'
(5(//118I•Y xR 551r) AO SCREW INSTALLED IN 9/19" OLk HOLES IN CENTER STILE
ENE PER 8RACXET POSITIONED AT EYE LEVEL
OR Sf xL4 RIU:IND
/td x ITN SMS 3!4' x 2• x. 2-1/2' X
O PER 1MNOE .0 STILE. C014NECT TO
1/2' X 1-J/4' X .009' FORMED STEEL FiARs AND 3/10
CLUED TO PANEL AND SECURCO TO EE
ENO Snm MIN 3/1e' POP mvm O 12" O.C.
1-7 0• X 2-5/8' X .OW MM
r-ck ER SDLE, CLUED AND, RIp6TF9
I TO PANEL W/ (4) 3/18' MhIS Pq. RF
r
1 J14 X. 5/8' SALS.
r r 4/ HINGE
2-1/8 % 1• % .078'
FASTENED ttiTRAC�P3 7/10'
W/ 1FA-20 % 5/8' TRU55 H0, INSTALLED ON ROLI
$LOTTED Y.S. 8 LOCK NUT
7-1/2" X .050' DALY. STEEL J
CENTER HINGE
$I:CTIO�J B-8
rNTBRIOR SIDE
2i
3/1
FLAPS BENT 04E11
1/2• PUNCHED
O
ANCHORS
A) 7/R' YA POWER-1101-1 M' 'POTS=
2' M01. ELWED INTO CONCRETE
1-7/8' MIN. EDGE DISTANCE
8) ur DIA FITZ simc DY'RILTi`
1-1/4' MIN. EMBED INTO 0ONCR-.M OR FILLM, Oi
1-5/0' MIN. EDGE DISTANCE INTO CONCRETE
4' UIN. EDGE DISTANCE INTO FXLED 9LOCIC
_ EDGE c"Fo ' PSI MIN.
a C-00 UT FILM OLOQC Tm - 2000 PSI MIN. GROUT
7-1/2' X 3' X .071 J
END ROLLER 19NGE
1.82" 0A )
NYLON/STEEL RD
W/ .44 CIA x 4-1/4'
TYPE A OR 0
H ET33IT i0RBRACKET SPACIN3
20 5S BOLT & NUT
Mole Cf R AMI 4p
L 7092 ' 1! OWaplYlpliMllt>•F701{Y 1 1
map °y
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GAI'V STEEL WITH 1-1/e EMBED INTO MASONRYN
TOP ROLLER DRA,CKET (DOLIME) 3 PER BRACKET
F451EHTo w/ (6) 14 x 5/6 s.rA.s. _
090 THK. MALYLY STEEL AWUSTABLE
SLIDE FASTENED TD BRACKET 2-1/2" X 4-1/4' x 13 DA. =L PLATES
W/'5/15+1B K 3/a' .1 HEAD WELDED TO 1-1/2' X 1-1/0 1f 14 CA. ANOU
SCREWS & NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HOTOZONIAL REINFORMIENT
1/2' X i-3/�' X .058" FORMED SSM
CLD'S0.T0.P AND FASTENED TO
VERRCAL. STILES WIN
O (2) 3/16' POP RIVETS e x 6-1/2' x .1w
// (r CAL". STEEL
'3 a FASTENF_n WT0a4)jL.LER Xtl(tACKt:T S.M.S. R
LOW HFAOROOH DOOR OPTION
HORIZONTAL AMFORCELM
1/2" X 1-3/4' X .059" FORMED STEEL
OWED 10 .PANEL AND FASTENED TO
VE IR)CAL STR.ES WRH
(2) 3/te POP RUM
5/16' MEOW the I T
Dtk X .50' ROLLERS
.44 DA. X 4-1/4" STEM
N.OA I07-101
14 CA. OAM STEEL
ROLLER HINGES FASTENED
W/ (4) +t4 X 5/6' SLIS
MN. .024" AOLL FORT" STEEL PANEL
L11 "NC OI ; 0-40
MIN. YIELD. STRIGiEi = 34 K.
WITH PRfLIER.AND BAKED -ON
POLYSTER.PAINTEO TOP COAT
APPLIED 70'BOTII SIDES OF STEEL
12 GA. CALV. STEEL.
10
(O4)M #81RACxICET/g Tim
1107TOM SEAL
.058 ALUM PLATE
-NTH &a" X 1' sm.s. O 48' O.G.
SECTION A -A AM RU88ER WEATIERSTRIPPING
HORM TRACK SUI
CENTER SUPPORT REOD. ON I
EXffEDM B FT. IN I
A
TRACK LENGTH - OPENING HEIGHT PLUS
4 CA. GALA. STEEL TRACK
2.x 2 X 1/e' NORM ANCLE
SPOT WELDED TO HORIZ. TRACK
RACKET
U
WITH TWO WELDS AT 1-1/2' APART
ll�
�
FIRST AT 3' O.C.
�V
REST AT 9- O.C.---
- ----'
CONKMED TO F1AG fiI"ET AN17.E
A
W/ 318-10 x 3/4, Vou & NUT
AM 0 SPMG .SHAFT GUIDE WRH
0�
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(2) 1/4-20 K 5/8' BOLT AI HIFf
a £
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2-1/6�% 1I- x .080ICAL
SECTION A —A
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PIACEIlENTS
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DOOR.
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BRACKET
HOW
1ST
2146113RD
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STH
81
92
83
B4
83.
86
87
BB
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le
le
'16'
IS"
A
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11-J/4"
23'
34"
45-
56-
67`
-
21'
7B'
7.8'
21'
/A
1'
11-3/4'
23'
34'
_ A5'
58'
67'
-
21'
21'
21'
21'
A
1'
11-3 4
23°
34`
45'
56"
07"
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16"
18"
16'
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11-3 -
23"
34'
45'
56'
67'
76-1/4-
18'
18'
2t"
1'
11-3 4-
23"
34'
45'
56'
ffJ'
78-1 4
"-,T.l:IA1NN' AK1: MUMMMW WMIMU AI IIIC Ml IUM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRAM BRACKETS AT 10" O.C.
X RACK X 3.3" T .090'
. 11TAcx BRACKETS
'T6' HIGH
IECTED TO TRACE( Vi
/4' BOLTS & NU18.
F
VERTIQ& LIEF HIGH LIFE STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
yr�,Ab'"' RtCELUtT RBVISRD
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01-09
sheet 3. of 5
WOOD FRAME BUILDINGS
STUD WALLS CR BOOR LWENINQ (NOT BY Orb DOORS)
SHALL BE FRAMED, SOLID. BY NOT LESS THAN
( 2X6 PRESSURE IRE90 GRACE 2 SYP OR BETTER
OD STUDS,
"NB WIJS TO BE care. FROM FOOTIRO JID TIE 13CAM
ENDO EFI OF RECORD TO VERFY ADEQUACY OF THE
SUPPOBDNG STIRRUP
E
TIUICK.SNU 6E SECURED. WITH CONT, STEEL ANCLE TO PRESSURE
TITEATEA 2X11 SYP WOOD JAMBS WHICH SHALL UE ANCHORED TO
cao11TED RENFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
I/4` ULTWL('AN BY 'aCQ' WITH SPACING OF
20' O,C. INTO DIP" WALL, VM 2-1/4' MIN, EMBED
IS" O.C. INTO 3060 PSI CONCRETE. WITH 1-3/4^ MIN. EMSEO
2-1/2' MN, EDGE DISTANCE
1/4" UPPER BY �F+ow�RS' WITH SPACNG OF
14' O.C.. INTO BLOCK WALL, VATH 1-1/2' MIN, EMBED
16' O.C. � 4WD PSI CONCRETE, WITH 1 �-3/4' MR EMBED
3' MN. EDG DISTANCE
3/8- DONFLEX 8Y 'ELCO' OR
3; TAT BY 'TTW WITH SPACNG OF
24' O:C, INTO 3000 PST CONCRETE. WITH 2-1/2' MIN. EMBED
2' MIN. EDGE DISTANCE
3/8' HLC SLEEVE• BY 'HILTf WITH SPAING OF
17' O.C. INTO BLOCK WALL. WITH 1-1/4- MRL EMBED, 4' MIN. EDGE DIST.
I ox- INTO 3000 PSI CONCRETE. WITH 1-1/4' MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
THE BLOCK WALL. GALS SHALL BE GROUT FILLED AND REINFORCED
WIN FOUR / 6 HARM EXTENDING INTO FOQIING ANO.INTO TIE 8:AMS
ALL BARS Stwt BE CONTINUW/S FROM TIE REAMS To FTIORNO.
�Q��ARATION DG JAMBS BY OTHERS
K
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-- ..- v..ANCfiGR SPAQINO
.ANCHORS STRUCTURE EMIOM SPA 0 EDGE GIST,
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STEEL J DTNABOLT BY'flTf FILLED BLOCK 1-1 R 3
«�'��
LAG SCREWS STRUCTURE BT OTHERS
AT 12' O.C. MUMrIP SPORT Tr1E LDAOS ED IMPOM3 POWER -BOLT BY POWERS CON ?' 1-7 B
C3
BY DOOR SYSTEM S R SLEEVE -ALL BY St11PSON5 C0K0. i-'1 2 f-% B �•
N pf p 1
CONCRETE Yc -� 3000 PSI MIN.
�" m
• 6 1B' t>tA. BOLTS C-90 GROUT FILLED 0WOK f'm = 2000 PSI MIN.
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FIAT BRACKETS i3' LONG
AT 12' O.C. IN DOOR OT?HG
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AT 1R' O.C. A0911 QODR OPNO.
CONNECTED 110. NT. ASJsB
W/ (3) SPOT WELDS AT EACH SIDE 2-1/D� X_f� X, 14 Gk
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01-09
1E
ODOR PANEL
24 GA. (.024) STEEL MIN.
I-7/I8' 01A WASHER
(8 X 3�4". SMS.
O 3/8 FROM ENDS
AND 7' O.C. MAX.
-®4)SX
1FJ/8'SF/R40M ENDS
AND a=1/2' o.C. MAX.
175 tf..DB2 DEEP
GROM
1/4' POLYCNWONATE IEXAN
!TY 5+�0 INf♦WA'fIVE PLASTICS
idtta AEIW TO6A
x .062 DEEP
YE
0 4)1`31W FROM EMS
AND 6-1/2- O.C. MU.
SUS
FRQM EPOS
AND 7' O.C. MAY..
7/16" DM. WASHER
IR PANEL
CA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
t
SEE EVIDENCE PACE
z
1.765
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4 a F
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1.144
a 1
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RIGID PM ONE PIECE INJECTION
INTERIog FRAM�
RIGID PVC ONE PIECE INJECTION
lvi�
VAX
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W a. 0
BORIC LK-1-00-J-1
INSIDE ELATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
p8 x S/a' SM5
O 0/8" FROM ENDS 175 X .062 DEEP
AND 4-1/2' O.C. MAX. OROWE
DOOR PANEL
24 GA (A24) STEEL MIN.
EXTERIOR
w MIN. O.L. On.
I�G BBITE
WINDOW WIDTH ...._._--
I
�H
drawing no.
0 1 -09
Miami -Dade County - Perm, __ _ -g, Environment & ReE
Product Information for N.O.A. 12-0110.05
NOA
12.0! to M, rl,hi�r ✓J r03L'f �4 '.!;R�Ai17.�1 i ?3.1
File Classification
High velocity hurricane zone
Category
Doors
Subcategory
Sectional
Material
Steel
Applicant
IDA0 Door Company. )nc. U:o mtilt ilelai
File Status
Re Approved
Expiraflon Date
Augustl912016
Impact_Rare
Large and Small Missile impact
Maximum_Desigr�_Pressure_Positive 60
Maximum Design_Pressure_NegativeUO
Description
74" Wide x 16' High Steel Sectional Gan
Page Last Edited: Fri Fob 17.2012 1 A7:19 Phi
02
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