HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
RECEIPT: (A / ---) i I PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue SCANNED
Fort Pierce, FL 34982 BY
(772) 462-1553 St. Lucie
APPLICATION FOR REPLACEMENT OF Cq�n fy
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 2�530 �A1 AAex\ R CGS 9`p►
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: --rGCAS�oisJC1 OG�
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6.
Name: E k-xS,\-r\&, Mo- � �J )&
Address:
ty� 1—►\ C�1 �i�GS
City: t� p\ C�Gt. State: EL-
)
Zip: �RggG Phone: q (b6 " aq
Email:
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #: `(:D� 00-1
Business Name: C--'a�" y 7•
Phone Number: `-i (DIO —% (paQ
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
1-149 -11-150
(oc7
1 rNZ%A ka — 0\\O o 1
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ Q C) C�J FEES DUE:
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 construction and zoning
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNM OR5CONTT��UALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THISy DAY OF , 20 \"-\ , BY
WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
SIGNATURE OF NOTARY
TITLE: NOTARY PUBLIC
AS IDENTIFICATION.
\\ WanKA Le.-e. eo`P?vP"", TIFFANYA.LEE
TYPE OR PRINT NAME dF NOTARY * 'SgYAgPMMISSI0N # OD 885525
EXPIRES: April 26, 2014
COMMISSION NUMBER �l9T60FFiQV Bonded Thru Budget Notary Services
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Property Appraiser - St.Lucie County, FL Page 1 of 1
PROPERTY RECORD CARD
Edwina Markowski Record: 1 of 1 —Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
VUCIEC�G2
Site Address:
8680 HIDDEN PINES RD
ParcellD:
2323-701-0012-000-7
Sec/Town/Range:
23 :35S :39E
Account #: 14177
f <
Map ID:
23/23S
Use Type:
SF Res
�.
Zoning:
AR-1
City/Cnty:
Saint Lucie County
Ownership and Mailing
Legal Description
Owner:
Edwina Markowski
HIDDEN PINES ESTATES BLK A LOT 12 (1.00 AC) (OR 3412-1797)
Address:
8680 Hidden Pines Rd
Fort Pierce FL 34945-3109
Sales Information
Assessment 2013 Total Land and Building
Date.
Price Code Deed
Book/Page
2013 Final: 155300 Land Value:
40400 Acres: 1
7/13/2012
195000 0001 WD
3412 / 1797
Assessed: 155300 Building Value:
114900
6/23/2009
195000 0001 WD
3103 / 0394
Ag.Credit: 0 Finished Area:
2190 SgFt
10/28/2002
195714 00 WD
1603 / 2070
Exempt: 155300
10/27/2000
165000 00 WD
1363 / 1097
Taxable: 0
11/6/1989
40000 05 WD
0662 / 2406
Taxes: 0
10/1/1987
29500 00 CV
0560/1768
1/1/1982
0 01 CV
0370 / 0148
L1111_t101t Itlt llei 9Nrwol L
............ ---------
p'rno
(]m)
21
7e n
wo)
Lem
24
gym]
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType: HB - HB
YearBlt:
1990
Frame:
-
Grade: B - B
EffYrBlt:
1990
PrimeWall:
FS - Frm Stucco
StoryHght: 0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 3
HeatType:
FHA - FrcdHotAir
AvgHVFI:
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, Use Type
Type
Measure
SWAV - RES POOL AVG Y 1
280 AV AV
1990
1 0100-SF Res
205 -Acres
1.01
PA01 - POOL DK-AVG Y 1
434 AV AV
1990
ENC2 - POOL ENC-AVG Y 1
714 AV AV
1990
DWC - Driv-Concret Y 1
1050 AV AV
1990
FEN4 - CHAINLINK 4' Y 1
420 AV AV
2002
Depth
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/paslc/pre.asp?prclid=232370100120007 1/6/2014
4
I
MIAMI•DIADE MIAMI-DADE COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldndegoy/nern/
DAB Door Company, Inc.
12195 NW 98"' 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 PERA -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. 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 w/ 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 1 through 5 of 5, 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 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 of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 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. Utrera, P.E.
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
�0%Z Page 1
DAB 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 5,.prepared by AI-Farooq
Corporation, signed and sealed by Javad -Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 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 Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 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 AI-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
P; 907-FI17,017-
C rlos 1W. 11trera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E-1
DAB Door Comuany. 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 07/17/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam 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 their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
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 NOA # 05-0228 02"
5. 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 09/27/2004, 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 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9,.,2016
Approval Date: March 1, 2012
E -2
DOOR HEIGHT
CONSISTS OF
e'-8'
2 SECTIONS 18"
2 SECTIONS 21"
6'-9'
1 SECTION 18'
3 SECTIONS 21"
7'
4 SECTIONS 21-
7'-.3'
-
-
7'-6"
5 SECTIONS 18"
-
7'-9'
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"
V-3"
2 SECTIONS 18"
3 SECTIONS 21"
1 SECTION 18'
4 SECTIONS 21"
8'-8'
5 SECTIONS 21'
—
9'
a SECTIONS 18'
—
9'-3"
5 SECTIONS 18-
1 SECTION 21°
4 SECTIONS 18'
2 SECTIONS 21"
9'-9'
3 SECTIONS 18"
3 SECTIONS 21"
10,
2 SECTIONS 18'
4 SECTIONS 21'
10'-3'
1 SECTION 18"
5 SECTIONS 21"
CO-9"
6 SECTIONS 21"
—
10'-9"
6 SECTIONS 18"
1 SECTION 21'
11'
5 SECTIONS 18'
2 SECTIONS 21"
1V-3"
4'SECTIONS 19"
3 SECTIONS 21'
11'—B"
3 SECTIONS 18"
4 SECTIONS 21'
11'-9"
2 SECTIONS 18'
5 SECTIONS 21"
12'
1 SECTIONS IS'
6 SECTIONS 21'
12'-3"
7 SECTIONS 21"
—
12'-6"
6 SECTIONS 18'
2 SECTIONS 21"
12'-9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18"
4 SECTIONS 21"
13'-3"
3 SECTIONS 18"
5 SECTIONS 21"
13'-6"
2 SECTIONS 18"
6 SECTIONS 21'
13'-9"
1 SECTION 18"
7 SECTIONS 21'
14'
8 SECTIONS 21"
—
14'-3'
6 SECTIONS 18"
3 SECTIONS 21'
14'-8"
5 SECTIONS 18"
4 SECTIONS 21"
14'-9"
4 SECTIONS 18"
5 SECTIONS 21"
15
3 SECTIONS. 18"
6 SECTIONS 21'
15'-3'
2 SECTIONS 18"
7 SECTIONS 21'
15'-6"
1 SECTION 1B"
8 SECTIONS 21'
15'-9" 19
SECTIONS 21-1—
1
1131 16
SECTIONS 18-14
SECTIONS 21°
7-1/2" X 3" X .071" GALV. STEEL \
END ROLLER HINGE
y 14 X 5/8" SMS m o
mo
.158 DIA.
W/ MINE 5
6"X 3"X0.1"
STEEL PLATE
WITH (2) #14 X 5/8" SMS
O \
o
0 I
071" X 7-1 2"
CENTER
GALV. STEEL
O W/ (4) #14GX 1/2" SMS
LOCK
2/ DOOR
'-T-1" W X .15" THK. LATCH
IG LOADED SLIDE BOLT LOCK (BOTH SIDES)
:NED W/ (4) # 14 X 1/2" S.M.S.
MIN. LOCK ENGAGEMENT CONFORMS TO
1012 REGARDING GARAGE DOORS
O
m
BRACKET BRACKET
STD. LIFT' DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
CENTER STILE WITH (4) #14 X 3/4" SDS
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
u Q .18T X .6W LOCK BAR
ENGAGES IN TRACK GENERAL NOTES
ON EACH SIDE OF DOOR
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE.
ALTERNATE TO LOCKS SHOWN ABOVE E ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" V R
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT m
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER m 0j
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE Z n o
CENTER STILE 0 co
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OPTIONAL VENT L y A 0 0 �s N
(3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE U O Z
OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN
120 SQ. IN. COLONIAL DESIGN V)
J d
MAX. DOOR WIDTH O N = F
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
��Rgo
DAB DOOR MODEL 824 q E I � R
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH o . � @ FL,
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
O
Engr. JAVAD'� PRODuctREV19E0 q
CIVIL r oompty6)B ult P1orMl ?
RA. -PE p 70592 . n
.•CAN. J538 A�Ippe�p tpp No Z�/��•a,� .. �` ,)
8
MProduct Caned drawing
01-09
sheet 1 of 5
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE ..
0.55 S.G.J. EDG DUST.:
IL1 1/2" MIN.
1-3/16"
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
.024" STL PANEL
OUTSIDE OF D
t6ll
STEEL TRACK BRACKET FASTENED
SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH
BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
ONE PER BRACKET
POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
#14 X 5/8" SMS
6 PER HINGE 3(4" X 2" X 2-1/2" X 18 GA.
ND STILE, CONNECT TO PANELS
1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/18" ALUM F
GLUED TO PANEL AND SECURED TO SEE DETAIL A
END STILE WITH 3/16" POP RIVETS 0 12" O.C.
1-7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/18' RIMS
POP RNE75�
4/4H NGE 8" S.M.S.
2-1/8' X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES 7/16" PUSHNUT
W/ %4 2EO .5 8& TLRUSS HD. OCK NUT INSTALLED ON ROLLER SHAFT
7-1/2" X .050" GALV. STEEL J
CENTER HINGE
SECTION B-B
INTERIOR SIDE
24 GA. STEEL PANEL
�r
o
�I
3/16" ALUM RIVETS
Z �
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n
Q
FLAPS BENT OVER PANEL
1
a
J OXX
"
CL
LL
1/2" PUNCHED HOLES
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/
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In f
I
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J a Q J
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END STILE
IY
00
ANCHORS:
O
o
M
A) 3/8' DIA, POWER -BOLT BY 'POWERS'
W
2" MN. EMBED INTO CONCRETE
Q
1-7/8" MIN. EDGE DISTANCE
B) 3/8' DIA. HLC SLEEVE BY 'HI TI'
C¢.0
Z ~ Z
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
Q�
Do W
y rn p I
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
Z
2' 0_ e
4° MIN. EDGE DISTANCE INTO FILLED BLOCK
F
3i
O Z 0
U
O
EDGE CONCRETE fe - 3000 PSI MIN.
—DISTANCE C-90 GROUT FILLED BLOCK Am 2000 PSI MIN.
0
In v
b a, J
O �2
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-q
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ANCHOR TYPE A OR B
(1) PER BRACKET
4
46
$ g
SEE SHEET 3 FOR BRACKET SPACING
g
33
7-1/2" X 3" X .071 J \
END ROLLER HINGE
1.82" DIA. X .50"
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
1/4-20 SS BOLT & NUT
19. JAYnM.AHM,� . MOD=REVIND q o
CIVIL 5
FLA. PE- y 70592 o
C.A.N.3538 Aa>rploFae - 1 0.6 ., 0 n Sa.
II. ;;i. •L. 'E7grIBY�
Pr�aOmad drawing no.
01-09
N
POP RIVETS
2-3/4" X 5-1/2" X 3° X .104" 5/10" X 1-5/8" LAG SCREWS INTO WOOD OR
GALV. STEEL 5/16" SLEEVE ANCHORS
RACK
/TOP ROLLER BRACKET (DOUBLE) _ WITH 1-1/4" EMBED INTO MASONRY
FASTENED W/ (6) # 14 X 5/8" S.M.S. _ 3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA STEEL PLATES
5REWS ' X 3/4" HEX HEAD = = WELDED TO 1-1/2" X 1-1/2" X 14 GA ANGLE
M. SCREWS &NUTS. WITH (4) 1/4-20A S. BOLT &STENED TO TNUTS
\HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS 2° X 5-1/2" X .104GAL%"
FASTENED W/ (4) N 14 X EL
5/8" S.M.S.
TOPP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4' X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
DIA. X .50" ROLLERS
.44 DIA X 4-1/4" STEM
OPTIONAL INSULATIONS
EPS-EXPANDED POLYSTYRENE
DENSITY T 1.05 PCF
N.O.A. d07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07-0301.10
OR
DENSITY = 0.92 PCF
N.O.A. 007-1016.07
14 GA GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8' X 1' S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
HORI'L. TRACK SUPPORT,
CENTER SUPPORT REDD. ON DOORS
EXAEEDING 8 FT. IN HEIGHT
I A
II
A — J
-- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
ANGLE
SPOT WELDED TO HORIZ. TRACK
2 X 2 X 1AT
LL
-1/2'HORIZ.
WITH TWO WELDS AT 1-1/2" APART
� !
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET4" BOLT ANGLE
AND TOBSPRING SHAFT GUIDE WITH UT
(2) 1/4-20 X 5/8" BOLT &NUT
z n
- IP
Q g
0 M
0
VERTICAL TRACK
2-1/8° X 1" X .080"
SECTION A -A
0 8 r
O p
Q' Om m o
0 IL 4
1%
2
Qg343C
LLzN n
DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
I BRAG
B1 B2 B3 94 B5 B6 B7 B8
6'-0"
18"
18"
18"
18"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
-
6'-B"
21"
1B"
18"
21"
N/A
1"
11-3/4"
23'
34"
45"
58"
87"
-
7'-0"
21"
21
21"
21
N/A
1"
11-3/4"
23"
34'
45'
S6"
67"
-
7'-6"
18"
18,
18"
18"
18"
1"
11-3/4"
23'
34°
45"
56"
67"
78-1/4"
8'-0"
21"
18"
18"
18"
21"
1"
11-3/4"
23"
34°
45"
56"
67"
78-1/4"
-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1 NN TED X RAC X WITH
STEEL TRACK BRACKETS
2-3 16" HIGH
CONNECTED TO TRACK WITH
.0) 1/4" BOLTS & NUTS.
2
IFT
m
n
m
m
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
Of DO
0
O M
�7
La
zz
nD Li
C y W O I
Ix of
O 0 .6
v OZ.
V � to
Ign JAVAD AHATAD .. ALODUCFRBVLSBD I o_
CMI. rODWyftw0dthe Fk" o
FLA PE M 70592 aufl�yB Cpd! "+ I
C.A.N. 538 Aa ga me No 12- ll& 06 o l) �, Z
2wZ
a � 5
( drowgi�g no.
01 1-09
WOOD FRAME BUILDING
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE,
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
20° O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
16" O.C. INTO 30DO PSI CONCRETE, WITH 1-3/4' MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
14 O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3' MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'TIN'' WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2° MIN. EMBED
2" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
17° O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST,
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR k 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S LL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
LAG SCREWS
STEEL STRUCTURE BY OTHERS
AT 12" O.C.
MUST SUPPORT THE LOADS IMPOSED
8Y DOOR SYSTEM
°
5/16" DIA. BOLTS
,`o•. -
rWITH WASHER & NT
I AT 12" O.C. MA%.
ANCHOR SPACING
ANCHORS
STRUCTURE
1 EMBED
SPACING
EDGE DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1/4-
8°
1-5 8
3 8" HLC SLEEVE BY 'HILTI
FILLED BLOCK
3 8" DYNABOLT BY ITW'
CONC.
1-1 2
3 8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1 2
8'
3-3 4
3 6 POWER -BOLT BY POWERS
CONC.
2'
8'
1-7 8
3 8 SLEEVE -ALL BY SIMPSONS
CONC.
1-1 2
8'
1 1-7/8-
W 00
0
O
O M
N7
41
LJ
0 a�
< Z I=- (N
C9 —
Z
CONCRETE Pc - 3000 PSI MIN. O O 3 le a � v.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. U 0 Z = N
LLJ
U1 Y Lo
N a
1-1/4' X 2-1/2° X 14 GA
1-1/2° 1-1/2' CONY. STEEL ANGLE I1-1/2'
12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE 2-1_/B" X 1° X 14 GA.
GAL . STEEL TRACK
FAST((EN))ED//TO TRACK PLATES
SL0TT2ED OI &XLOCCK NUT
SS HD.
ALTERNATE TRACK INSTALLATION
moDucrafivrAD q
a/ complying Widllhc Flmid!
BWfdbg Colo o I
ER�inkli eNo lZ 1 ,
By
M ' F Comm drawing no.
01-09
etiv�c
10
DOOR PANEL
24 GA. (.024) STEEL MIN.
DIA. WASHER
(j8 X 3/4' SMS
-® 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
-0 1-3/8" FROM ENDS
AND 6-1/2' O.C. MAX.
.175 X ,062 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA 008-0305.02.
K .062 DEEP
IE
(4) Q8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
---,,{%8 X 3/4" SMS
0 3/B" FROM ENDS
\ AND 7" O.C. MAX.
`7/16" DL1. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
.500
W-r
-250
* PLASTIC COMPLIES WITH
I
I
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
Z r00
0� p
1.765
1.725
Q E n
0 w n
4
0
0
."1
21
MA3X.
II
I
F^—.6GD
c
a 0.
WDW. WIDTH
.176 F"-
0 IL ¢ o_
W_
18 1/8"
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
0 '�
Q 3 LL N
'm
J
g
N
d
D.L.O.
J
=
o
aWf
1 — — 1 11 W-119- 311-
1 - 0_0 I �_
C m Ell
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS C'
0 3/8" FROM ENDS 175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
_ I
. _. _._._._._._. ._._._._. _._._._. _. ngC JAVAD'AKMAD,
_ _ _ _ _ _ _ _ _ _ G'Mpp
L
FLA. PE 70592
---_____ .CAN.,353,8•
DOOR PANEL v
24 GA. (.024) STEEL MIN. EXTERIOR
15/16' MIN. n.l. nvr. lV
x 00
0 C)
O M
O M
W
U = a
Z F-
a0 W �
N rn p I
0 03o
U 0 z
Lo
,n
0 .�2
YRODUE7XEVJSEDas ue with the Flow.
Q
No •0/!0 Glb o
BY
Centro, drawing no.
01-09
l
S, .
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4) .
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
7160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2
❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5
&0! C ' x ' ®o= o"'r=)�[32�.436?r6�'(1 story and max 15'
EXPOSURE C 16' X 7' Door = + 31.0 - 34.5 mean roof height)
❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 (2 story and max 30'
❑160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 39.3 -44.4 (1 storyand max 15'
❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
7150
EXPOSURE B 9' x 7'
Door = + 22.8 - 25.8
❑150
EXPOSURE B 16' x 7'
Door = + 21.8 - 24.3
❑150 EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
❑150 EXPOSURE C 16' x 7'
Door = + 26.4 - 29.5
❑150 EXPOSURE C 9' x 7'
Door = + 32.0 - 36.2
❑150 EXPOSURE C 16' x 7'
Door = + 30.6 - 34.1
❑150 EXPOSURE D 9' x 7'
Door = + 33.6 - 38.0
❑150 EXPOSURE D 16' x 7'
Door = + 32.1 - 35.8
❑150 EXPOSURE D 9' x 7'
Door = + 37.9 - 42.9
7150
EXPOSURE D 16' x 7'
Door = + 36.2 - 40.4
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height)
(2 story and max 30'
mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
MIAMI- MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gov/nera/
DAB Door Company, Inc.
12195 NW 98'h Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -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. 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 16'-
0" High with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision G dated 10/13/201.1, sheets 1 through 5 of 5, 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 RATING: Large and Small Missile Impact Resistant
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 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 of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0414.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
t1 !,1;7,)342°1 Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision G dated 10/13/2011, sheets 1 through 5 of 5, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-041412"
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. Font, P.E.
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-11-3204,
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 # 05-0228 02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of
"Sectional Residential Door with Windows", prepared by Hurricane Engineering &
Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by 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. HETI 03-1329, dated
07/15/03, 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
10/31/03, 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 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.
#�vZ/231201Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 11-0414.12"
1. 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.
2. 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 Permitting, Environment, and Regulatory Affairs (PERA)
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 07/17/2013. .
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
'Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on
11/29/2012.
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 01/1.1/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
"Submitted under NOA # 05-0228.02"
1. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
2. 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.
3. 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. 04-76145019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahm d, P.E.
d 23 2o1Z
Carlos M. U rera, P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
Ip 7-1/2" X 3" X .071"
(D GALV. STEEL END ROLLER
W/ (6) #14 X 5/8" SMS
m 7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
LOCK
2/ DOOR
1' W X .15 THK. LATCH i
r
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/B" MIN. LOCK ENGAGEMENT CONFORMS TO B
F8C 1012 REGARDING GARAGE DOORS
.15B DIA.
W/ MN 5
2-3/4"W X 5-5/8'H X .090"
STEEL PLATE, 1-3/8"
WITH (3) #14 X
SELF DRILLING SC
DOOR
HEIGHT
CONSISTS OF
6'-6"
2 SECTIONS 18" 2 SECTIONS 21'
e'-9'
1 SECTION 18" 3 SECTIONS 21"
7
4 SECTIONS 21'
-
7 -3"
-
-
7'-6"
5 SECTIONS 18"
-
7'-9"
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"
8'-3"
2 SECTIONS 18"
3 SECTIONS 21"
8'-6'
1 SECTION 18'
4 SECTIONS 2V
8'-9"
5 SECTIONS 21"
-
9'
6 SECTIONS 18"
-
9'-3"
5 SECTIONS 18"
1 SECTION 21'
9'-6"
4 SECTIONS 18"
2 SECTIONS 21"
9'-9"
3 SECTIONS 18"
3 SECTIONS 21'
10'
2 SECTIONS 16"
4 SECTIONS 21'
10'-3"
1 SECTION 18"
5 SECTIONS 21'
10'-6"
6 SECTIONS 21"
-
10'-9'
6 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18"
2 SECTIONS 21"
11'-3"
4 SECTIONS 18"
3 SECTIONS 21-
1 V-6"
3 SECTIONS 18'
4 SECTIONS 21"
11'-9"
2 SECTIONS 18"
5 SECTIONS 21"
12'
1 SECTIONS 18"
a SECTIONS 21"
12'-3'
7 SECTIONS 21"
-
12'-8"
8 SECTIONS 18"
2 SECTIONS 21"
12-9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18'
4 SECTIONS 21"
id'-3"
3 SECNONS IS"
5 SECTIONS 21-
1 '-6'
2 SECTIONS 18"
6 SECTIONS 21'
13'-9'
1 SECTION 18"
7 SECTIONS 21"
14'
8 SECTIONS 21'
-
14'-3'
6 SECTIONS 18"
3 SECTIONS 21"
14'-6"
5 SECTIONS 1W
4 SECTIONS 21'
14'-9"
4 SECTIONS IS"
5 SECTIONS 21"
15'
3 SECTIONS 18'
6 SECTIONS 21"
iW-3"
2 SECTIONS 18"
7 SECTIONS 21"
15'-6"
1 SECTION 18"
8 SECTIONS 21'
15'-9"
8 SECTIONS 21"
-
16'
6 SECTIONS 18"
4 SECTIONS 21"
O
O
lJ m
BRACKET BRACKL?
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SIDS
CENTER STILE-1 A
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH
X 3/4" SELF DRILLING SCREWS
#14SHEET
TO BE INSTALLED AT
ANY CENTER STILE?
�(6)
SEE SHEET 3 FOR TOP BRACKET OPTIONS
/
SEE SCH.'A
A MIA
III
!A
Ilium,
Fl=n- I I
I
I
a
STILE
J\I LOCK BAR GUIDES
'L. INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
18T X .8W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
8'-0" TO 9'-10"
DOOR WIDTHS
INSIDE ELEVATION LNO Hurricane
M t1YO.
RAISED PANEL EMBOSSED DOOR Max. Size
Master® Model 0" High
1
Max. Size 18'-2" X 16'-0" High
With Window Lite Option
DESIGN GN PRRES-GRMAV rG + SF�t
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT �-.�! '`*����y��N&
CENTER STILES SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
OF CENTER STILES
8'-0" TO 9'-10"
2
10'-0" TO 11'-10"
2
12'-0" TO 13'•-10'
3
14'-0" TO 15,-10"
4
15'-11" TO 18'-2"
5
10'-0" TO Ill -10"
14'-0" TO 15'-10"
DOOR WIDTHS
DOOR WIDTHS
®®®®®®
N=
_ 12'-0" TO 13'-10"
15'-11" TO 16'-2"
DOOR WIDTHS
DOOR WIDTHS
GENERAL NOTES
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NpT PART OF THIS APPROVAL
5, A LOAD DURATION. INCf{FAaI., 4S USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
Engr.1 JAVAD A�T ID,��,1,�SW
CIVIL
FLA. PE 8 70592—DTS'T11S with the pm"
53p 1111 Code
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24 GA. STEEL PANEL
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FLAPS BENT OVER PANEL
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1 /2" PUNC 0
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4" D.C.
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3/16" POP RNETS d ,
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES M
.024" STL PANEL LIj r7
END STILE
OUTSIDE OF 000 ¢ IJi
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#14 X 3/4" SELF DRILLING SCREWS CAN BE USED o: ❑ = n
OPTIONAL STOP MOULDING IN LIEU OF #14 X 5/8" SMS. mm 07 .�
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER Q a
STEEL TRACK BRACKET FASTENED N ❑ '- _
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
14 X 5/B" SINS 3/4" T 2" X 2-1/2" X PANE STEEL
5/16' % 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) OR (6) 3/16" ALUM RIVETS 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 GLUED TO PANEL AND SECURED TO ANCHORS: 3
END STILE WITH (4) 3/16' POP RNETS e
SOUTHERN PINE EDGE 3/8" DIA, POWER -BOLT BY 'POWERS' 1
."e°. 1-7/8" X 2-5/8" X 049" STEEL ¢ Y
0.55 S. DISTANCE I A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) c
• CENTER STILE, GLUED AND RIVETED I °
TO PANEL W/ (4) 3/16" RVETS 3/16" 2" MIN. EDGE DISTANCE pp55 0
1- MIN. POP RNETS • ° `. " I1/. 3 18 I[ q
14 X 5/8" S.M.S. : �,`i = i/e" DIA. HLC SLEEVE BY 'HILTi' u F d
DIST. 4/ HINGE °" ' °" ' B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK R b b c
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
1-3/1 Or I 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE f't = 3000 PSI MIN. o O d r o
C-90 GROUT FILLED BLOCK I'm 4 2000 PSI MIN. •2
1.9" X 2.19" X 3.3' X 090" ANCHOR TYPE A OR B u c w
STEEL TRACK BRACKETS I 1 I 1 I /(l)
ESHEET BRACKET3FOR BRACKET §P}141;riQ �—
SEE SHEET 3 FOR SPACING
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..[n9r..JA A I AHMM PhODU(TF tEVISECI o� s
I CIVIL Ba—$YT4WWIWCFImb 0 3
I FIA. PE @ 70592qffding
1/4-20 SS BOLT CA.N. 53Po
7-t/L X ,050" INTERIOR SIDE & NUT
STEEL TRACK GALV. STEEL 7-1/2" X .N
CENTER HINGE END ROVER HINGE ^ `1 Dy �-
14 GA. X 2-1/8' X i" (STANDARD) `O M••
2 GA. X 3-5/16" X 1-1/2' (OPTIONAL)17/8'1.82' DIA. X .50" STEEL ROLLERS STD. o AoQutl ConYd drawing n0.
FASTENED TO TRACK PLATES PUSHNUT ( ) r1 r�q
W/ 1/4-20 X 5/8' TRUSS HD. INSTALLED ON ROLLER SHAFT 1.82" DIA X .SD" PLASTIC ROLLERS (OPTIONAL) OG_2 1
SLOTTED M.S. & LOCK NUT SECTION B-B 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
WITH 4-1/4" STEM c O of F
.055" X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
r� W/ FOUR #14 X 3/4" SELF DRILLING S.
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WITH 1/8" X 1' S.M.S. ® 48' O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM) INTERMEDIATE SECTION
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RIVETS
5/18 X 1-5/8" LAC SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104"
5/16" SLEEVE ANCHORS
CALV. STEEL
WITH 1-1/4' EMBED INTO MASONRY
ROLLER BRACKET
3 PER BRACKET
FASTENED 6) N 14 X 5/8° S.M.S. -
-
14 GA. GALV. STEEL ADJUSTABLE
FASTENED TO BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
�SLIDE
W/ 5/16-18 X 3/4" HEX HEAD -
WELDED TO 1-1 /2" X 1-1/2" X 14 GA. ANGLE
M. SCREWS & NUTS.
FASTENED TO TRACK
TOP BIACKEr
WITH (4) 1/4-20 SS. BOLT & NUTS
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
-GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
2" X 5-1/2" X .104"
GALV. STEEL
FASTENED W/ (4) �P 14 X 5/8" S.M.S.
HORIZONTAL REINFORCEMENT
TOPP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
1/2" X 1-3/4' X .058" FORMED STEEL
TO PANEL AND FASTENED TO
/GLUED
VERTICAL STILES WITH
(2) 3/16' POP RIVETS
—5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1 82" DIA. X .50"
�W/
.44 DIA. X 4-1/4" STEM
o
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY 1.05 PCF
N.O.A. 907-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07-0301.10
OR
DENSITY - 0.92 PCF
N.D.A. #07-1018.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) y 14 X 5/8" SMS
MIN..024' ROLL FORMED STEEL PANEL
DRAWING DUALITY G-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) B 14 X 5/8" SMS
t BOTTOM SFAL
.05B ALUM PLATE
WITH 1/8" X 1" S.M.S. O 48" O.C.
SECTION A -A AND RUBBER WEATHERSTRIPPING
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXPEEDING 8 FT. IN HEIGHT
A—J
4 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORV. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
VERTICAL TRACK
2-1/8X 1" X .080"
SECTION A —A
DOOR
" SECTION HEIGHTS
I BRACKET PLACEMENTS
HEIGHT
1ST
2ND
13RD
14TH
5THM-1
B3
B4
B5
B6
B7
B8
6'-0"
18"
18"
18"
18"
N/A
23"
34"
45"
56'
67"
-
6'-6"
21"
18"
N/A
23"
34°45'
56"
87°0'
21"
21"
N/A
23"
34"
45"
56"
67"7'-8"
18"
18"
ff"21"
18"
23"
34"
45"
58"
67"
78-1/4"21"
18"
21'
2-
-
U 11— — RUMCLKGU WAKIINV Al IKC CVIIVM
FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9' X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4" BOLTS & NUTS.
LOW HEADROOM
DOUBLE TRACK
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sheet 3 of 5
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1-1/2" MIN .
IST.E DIST.
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1/4" DIA . SCREWS I WOOD BU I_ 0615FROO C ENDS
SCREWS
AT 6" FROM ENDS 2BY
AND 15' O.C. MAX. I K.
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SCUD BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
18" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" O.C. MO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2' MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
11" O.C. INTO BLOCK WALL, WITH 1-1//2' MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
CONFLE% BY 'ELCO' OR
3/8" LDT BY 'IN/' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
13` O.C. INTO BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4" MIN. EDGE DIST.
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN, EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR A 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16" X 1-5/8-
LAG SCREWS
AT
i
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
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CONCRETE V. a 3000 PSI MIN. 0
' C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN.
5/16" DIA. BOLTS � O Z (9
WRH WASHER & NUT o 0 _
AT 12" O.C. MAX. EDGE DIST.
ANCHOR SPACING
ANCHORS
I STRUCTURE
EMBED
I SPACING
EDGE DIST.
3 8 HLC SLEEVE BY HILT
CONIC.
1-1 4
B"
2"
3 8" HLO SLEEVE BY HILTI'
FILLED BLOCK
1-1 4"
e`
3 8" DYNABOLT BY'ITW'
CONIC.
1-1 2
8"
2-1"2
3 B" DYNABOLT BY 'ITW
FlLLED BLOCK
1-1 2
4
3 8 POWER -BOLT 8Y POWERS
CONIC.
2"
3 B SLEEVE -ALL BY SIMPSONS
CONIC.
1-1 2
8"
3`
1-1/4" X 2-1/2" X 14 CA
CON . STEEL ANGLE
I1-1/2"
12 GA GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR CPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE�'FIASTENED
2_1/B" X 1' X 14 GA.
ALV. STEEL TRACK
TRAC/KK PLATES
SL(())//TO
077ED 1fA.S. &XLbCK NUTS HD.
ALTERNATE
TRACK INSTALLATION
CIVIL
FLA. PE d. 76,462
C.+N; 5'S8
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BuildiM.Co/e
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M�avi Iic�dtai Caovel drawing no.
02-21
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DOOR PANEL
24 GA. (.024) STEEL MIN.
6" DIA. WASHER
�8 X 3/4" SMS
�0 3/8' FROM ENDS
AND 7" O.C. MAX.
_(4) #8 X 3/4' SMS
® 1-3/8' FROM ENDS
AND B-1/2" O.C. MAX.
175 X .052 DEEP
GROOVE
1/4" POLYCAR80NATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #00-0305.02.
175 X .062 DEEP
;ROOVE
(4) p8 X 3/4" SMS
/-® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
Q8 X 3/4" SMS
0 3/8' FROM ENDS
AND 7" O.C. MAX.
DIA. WASHER
DOOR PANEL .
24 GA. (.024) STEEL MIN.
#8 X 3/4' SMS
® 3/8' FROM ENDS
AND 4-1/2' O.C. MAX.]
DOOR PANEL
24 GA (.024) STEEL MIN.
b-"i-.25D
* PLASTIC COMPLIES WITH .500 �uI I o
SECTION 2612 OF FBC 2007 w
SEE EVIDENCE PAGE o
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OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 L725 a' o c
0 0
1.144 a
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0176
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* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a 3 LL a
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15/16' MIN.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
/-GROOVE'082 DEEP
- - - - - - - EngA•JAVAD AIIMAD
..:_..-..-..-.. _:. FLA. PE.R 70592
O.A.N. '353B
EXTERIOR
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drawing no.
02-21
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sheet 5 of 5
N, .
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
❑160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2
❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5
7160 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 storyand max 15'
160 EXPO�SUREC�16'Xo7=,Doors 31�834, mean roof height)
❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30'
❑160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height)
0160 EXPOSURE D 9' x 7' Door = + 39.3 -44.4 (1 storyand max 15'
❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
7150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8
7150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3
❑150
EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
7150
EXPOSURE C 16' x 7'
Door = + 26.4 - 29.5
❑150 EXPOSURE C 9' x 7'
Door = + 32.0 - 36.2
7150
EXPOSURE C 16' x 7'
Door = + 30.6 - 34.1
7150 EXPOSURE D 9' x 7'
Door = + 33.6 - 38.0
❑150
EXPOSURE D 16' x 7'
Door = + 32.1 - 35.8
❑150 EXPOSURE D 9' x 7'
Door = + 37.9 - 42.9
❑150
EXPOSURE D 16' x 7'
Door = + 36.2 - 40.4
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height)
(2 story and max 30'
mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)