HomeMy WebLinkAboutSUBMITTED PAPERSDATE: - RECEIPT: PERMIT NUMBER:
r y
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
a\' 2300 Virginia Avenue
z Fort Pierce, FL 34982 SCANNED
(772) 462-1553
St. Luca r
APPLICATION FOR REPLACEMENT OF COunty
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: QQ�P� ICY� C- \�Q"
2. PARCEL ID NUMBER: \��� — — ` \— —
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
\c�c� \ �_o
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER N,<D
5. OWNER(SS INFORMAATTIO_N
Name: rQ IJ� W►�C���\�\\�-
Address: ���3 �\ 1-�Q3.�� CA-
City: 1--- State: L
Zip: ��� Phone:
Email:
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
CountyCert#: \q C2)_
Business Name: czp�_X_0_c QS��
Phone Number: C4
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ 16-QG � (3:'-) 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 S-19KWURE OF OWNER O CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS __�>\ DAY OF
WHO IS PERSONALLY' _W TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.
TIFFANY A. LEE
SIGNAT OF NOTARY TYPE OR PRINT NAME O NOTARY * MY COMMISSION # DD 985525
EXPIRES: April 26, 2014
TITLE: NOTARY PUBLIC COMMISSION NUMBER A'peCIF' �w, Bonded Thor Budget Notary Semces
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
1
PROPERTY RECORD CARD
129 Queen Christina
Ct LLC Record: 1 of 1
<<Prev Next» Spec,Assmnt Taxes Exemptions Permits Home Print
Property Identification
VUCIE 00
Site Address:
SeGTownlRange:
129 QUEEN CHRISTINA CT
14 :34S :40E
ParcellD: 1414-701-0081-000-7
Account #: 7495
��
Map ID:
14/14S
Use Type: SF Res
Zoning:
RS-4
City/Cnty: Saint Lucie County .l
•`
Ownership and Mailing
Legal Description
Owner:
129 Queen Christina Ct LLC QUEENS COVE -UNIT 1- BLK 9 LOT K (OR 3266-858)
Address:
18703 Kitty Hawk Ct
Port St Lucie FL 34987
Sales Information
Assessment 2013 Total Land and Building
Date
Price Code Deed
Book/Page 2013 Final: 357600 Land Value: 193000 Acres: 0.26
2/2/2011
100 0111 QC
3266 / 0858 Assessed: 357600 Building Value: 164600
7/28/2010
235600 0111 CT
3223 / 0950 Ag.Credit: 0 Finished Area: 2532 SgFt
7/14/2006
800000 00 WD
2621 / 0790 Exempt:
7/15/2004
525000 00 WD
2024 / 2454 Taxable:
10/1/1987
55000 00 CV
0560 / 2761 Taxes: 7242.22
11/1/1982
40000 00 CV
0387 / 1469
3/1/1980
38900 00 CV
0328 / 0029
11/1/1978
25000 00 CV
0299 / 0538
6/1/1978
23000 00 CV
0289 / 1577
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
ExtType: HB - HB
YearBit:
1993
Grade: B - B
EfIYrBlt:
1993
StoryHght: 0010 -1 Story
No.Units:
1
Interior Features
BedRooms: 4
Electric:
MX - MAXIMUM
FullBath: 3
HeatType:
FHA - FrcdHotAir
1/2Bath: 1
HeatFuel:
ELEC - Electric
%A/C: 100
%Heated:
100
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
SWAV - RES POOL AVG Y 1
242
AV
AV
1993
1 0100-SF Res
PA01 - POOL DK-AVG Y 1
306
AV
AV
1993
ENC2 - POOL ENC-AVG Y 1
765
AV
AV
1993
PHTR - POOL HEATER Y 1
1
AV
AV
1993
DOK2 - WOOD DOCK Y 1
324
AV
AV
1993
SDSF - SITE DEV S-F Y 1
1
AV
AV
2001
RoofStruct: HP - Hip
Frame: -
PrimeWall: BS - CB Stucco
SecWali: -
PrmintWall: DW - Drywall
AvgHt/FI: STD
Prm.Flors: CU - Carpet
%Sprinkled: 0
Type Measure Depth
CIUA-Front Ft 103.81 110
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=141470100810007 12/31/2013
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MIAMI•DADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE ,04A)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www,iniaiiii(l.gdt.gov/pera/
DAB Door Company, Inc.
12195 NW 98'h Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the ap Oiwed
les and regulations governing the use of construction
materials. The documentation submitted has beeand accepted by Miami -Dade County PERA -Product
Control Section to be used in Miami Dade County and o reas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated be w. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than-_Mip i ade County) reserve the right to have this product or
material tested for quality assurance purposes. If this prodtix'ct or aterial fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and thetA.HJ nj y immediately revoke, modify, or suspend the use of
�,•,�
such product or material within their jurisdiction. PERA res&6� ' t)i 'ght to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this pt7 u aterial fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been design ly 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 (Reinforced) with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets I through 6 of 6, 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/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 # 11-0414.13 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. 12-0110.08
MlAWDApECOUAITY Expiration Date: July 21, 2015
Approval Date: March 1, 2012
�2�22/2a1z, Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.13"
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-07-4267, dated 06/29/2007,
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-11-3206,
dated 02/10/2011, 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-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # OS-021 Z 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., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by
Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329,
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, Test 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 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/1-7/1998,
signed by W. A. Jackson, P.E.
7021?1.9l2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E-1
i
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
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 01/11/2017.
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.
F. STATEMENTS
1. Statement letter of code conformance to FBC 2010 and no financial interest issued by
Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E.
O 2 ; 017,
C rlos Al. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
7-1/2° X 3" X 071°
CALV. 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. LATC1
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
158 DIA. GALV. AIRCRAFT TYPE
W/PAMBLE & NICO-PRESS SLEEVE m
IN. 5 TO 1 SAFETY FACTOR
01
7'X3"X0.1"
STEEL PLATE
U
WITH (4) #14 X 3/4-
O
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL p OF
DOOR
U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
W-8"
2 SECTIONS 18"
2 SECTIONS 21'
W-9"
1 SECTION 18'
3 SECTIONS 21'
3
7'
4 SECTIONS 21"
-
7'-3"
-
-
7'-0'
5 SECTIONS 16'
-
7'-0'
4 SECTIONS IS'
1 SECTION 21'
8'
3 SECTIONS 18"
2 SECTIONS 21"
ii-3"
2 SECTIONS IW
3 $EWIONS 21-
8'-6'
1 SECTION 18'
4 SECTIONS 2V
8'-9"
5 SECTIONS 21"
-
9'
6 SECTIONS 18'
-
9'-3'
5 SECTIONS 18'
1 SECTION 21"
4
9'-8"
4 SECTIONS 18'
2 SECTIONS 21"
9'-9"
3 SECTIONS IS"
3 SECTIONS 21'
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-3"
1 SECTION 18"
5 SECTIONS 21'
IW-6"
6 SECTIONS 21"
7
10'-0"
6 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS IV
2 SECTIONS 21"
11'-3"
4 SECTIONS 18'
3 SECTIONS 21'
11'-8"
3 SECTIONS 18"
4 SECTIONS 21"
1 V-9"
2 SECTIONS 18"
5 SECTIONS 21'
S
12'
1 SECTIONS 18"
8 SECTIONS 21°
12'-3"
7 SECTIONS 21'
-
12'-6"
6 SECTIONS 18"
2 SECTIONS 21'
12'-9"
5 SECTIONS 18°
3 SECTIONS 21'
13'
4 SECTIONS 18"
4 SECTIONS 21"
13'-3'
T SECTIONS 18"
5 SECTIONS 21'
13'-6"
2 SECTIONS 18'
6 SECTIONS 21"
13'-9"
1 SECTION 18'
7 SECTIONS 21"
14'
8 SECTIONS 21'
-
14'-3"
6 SECTIONS 18"
3 SECTIONS 21'
14'-8'
5 SECTIONS 16'
4 SECTION$ 21'
14'-9'
4 SEC80NS 18'
5 SECTIONS 21"
g
16'
3 SECTIONS 18'
6 SECTIONS 21"
15'-3"
2 SECTIONS 18'
7 SECTIONS 21'
15'-6"
1 SECTION 18'
8 SECTIONS 21'
15'-9"
9 SECTIONS 21"
-
16'
6 SECTIONS 18'
4 SECTIONS 21"
BRACKET
LOW HEADROOM
DOOR OPTION
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH
X 3/4" SELF DRILLING SCREWS
/ (6) #14SHEET
TO BE INSTALLED AT
ANY CENTER STILE?
/ SEE SHEET' 4 FOR TOP BRACKET OPTIONS
/
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
1UtJKjN IQZJJUKt KAIINV - H 4tR P5F
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 P
GENERAL NOTES
SCHEDULE 'A' I. 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 NOT PART OF THIS APPROVAL
IJ Q
5. A LOAD DURATION INCCAR MSF�S�UDSED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ILII� CIVIL ,q(ppUC'EREVISED
_ 14'-0' TO 15'-10" I FLA. PE.Y 70Sg2 -.,y�cmlplyMg wt& the Florida
DOOR WIDTHS "+ C.A.N. 538 Code
. Aomoma" W 12 0110, 09
RQ1 Im 9 0— Qm"m MO MM
REFER TO SHEET 2 I 12'-0" TO 13'-10" I_ 15'-11" TO 16'-2°
-OR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS
L7-7/8" X 3-1/8" X .010"
OPTIONAL VE
STEEL PLATE
WITH (4) #14 X 3/4" SDs AT
OPNG. AREA NOT
CENTER STILE
OUTSIDE END STILE
HANDLE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
" .18T X ,6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER SOLES
OPTIONAL
-OUTSIDE KEYED LOCKBLOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE 9I _ 8'-0" TO 9-10"
DOOR WIDTHS
®® ® ®' In
10'-0" TO 11'-10"
DOOR WIDTHS
CENTER STILES CONFIGURATION
DOOR WIDTHS
III 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
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98-05
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SCETION 4
SCETION 3
SCETION 2
SCEUON 1
4 SECTION DOOR
HEIGHT RANGE 8'-6' TO 7'-0'
(3) U-BANS
SCETION 5
SCETION 4
SCETION 3
SCtlION 2
SCEIION 1
SCETION 7
SCETION 6
SCETON 5
SCETION 4
..,ON 3
SGEIIGN 2
$CEIfON t
5 SECTION DOOR
HEIGHT RANGE 7'-6' TO 8'-C'
(3) U-BANS
8 SECTION DOOR
HEIGHT RANGE 9'-0' TO 10'-3'
(4) U-BARS
7 SECTION DOOR
HEIGHT RANGE 10'-9' TO 12'-3'
(5) U-BARS
5 SECTION DOOR
HEIGHT RANGE 8'-3' TO W-9'
(4) U-BARS
6 SECTIDN DOOR
HEIGHT RANGE 10'-8'
(5) U-BARS
SCETON B
SCETION 7
SCETION 6
SCETION 5
SCETION 4
SCETION 3
SCETION 2
SCEf10N 1
SCEnox 9
SCETON 8
SCETON 7
scEI ON 9
SCETION 5
SCEMN 4
SCETION 3
SCETION 2
SCETION 1
SCETON 10
SCETON 9
SCETION B
SCETION 7
LSCETION 8
SCETON 5
SCEIION 4
L-Z-1111
5 SECTION DOOR
HEIGHT RANGE 12'-8' TO 13'-3'
(5) U-BARS
A SECTION DOOR
HEIGHT FmGE 14'-3' TO ;5'-9-
(8) U-BARS
10 SECTION DOOR
HEIGHT RANGE I6'-0'
(6) U-BARS
6 SECTION DOOR
HEIGHT RANGE 13'-8' TO IV-0-
(6) U-BARS
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:anM drawing no.
98-05
16 GA. 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
W/ FOUR #14 X 3/4" SELF DRILLING S.
1/2" X 1-3/
0 TDI
OF
X 3/4" X 2"
REINFORCING TRUSS
O VERTICAL INTERMEDIATE STILES
/8" S.M.S. AND TO END STILE
3/4" SELF DRILLING SCR.
CING 'U' BAR AT
ONLY AT
N DOORS
24 GA STEEL PANEL
FLAPS BENT OVER PANEL °
1 0
1/2" PUNCHED HOLES I
0 4" D.C.
0.�
3/16" POP RIVETS
AT 4' O.C. I i
(6) FOR 21" STILES
(5) FOR 18" STILES
BOTTOM SEAL LF
16 GA. X 2-1/4" X 3/4' % 2"
.058 ALUM PLATE GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILESWITH 1/8' X 1" THER R 48" O,C. W/ TWO B 14 X 5/8" S.M.S. AND TO END STILE END STILE
AND RUBBER WEATHERSTRIPPING W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
.024' STL, PANEL
1ST SECTION (BOTTOM) INTERMED16IE SECTION TOP SECTION
REINFORCING REINFORCING
OPTIONAL STOP MOULDING
BY
STEEL TRACK BRACKET FASTENED DOOR INSTALLER
TO WOOD JAMB WITH
5/16" X 1-5/8"LAG SCREW N14 X 5/8" SMS
(FULLY THREADED) 6 PER HINGE
HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL
SOUTHERN PINE GLUED TO PANEL AND SECURED TO
0.55 S.G. ENO STILE WITH (4) 3/16" POP RIVETS
'n'. 1-7/8" X 2-5/8' X 049" STEEL
'.j CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS POP RIVETS
2' MIN. N 14 X 5/8" S.M.S.
ED I r 4/ HINGE
1-3/16' I I I I
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
X 2" X 2-1/2" X .049" STEEL
STILE, CONNECT TO PANELS WITH
S AND (5) OR (6) 3/16" ALUM RIVETS
DETAIL ABOVE
7-1/x ." I INTERIOR SIDE J � u
GALV. STEELEELJ 7-1/2" X .071"
STEEL TRACK CENTER HINGE END ROLLER HINGE
14 GA. X 2-1/8" X 1' (STANDARD)
12 GA. X 3-5/18" X 1-1/2" (OPTIONAL) 17/8" PUSHNUT
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" STEEL ROLLERS (STD.)
W/ 1/4-20 X 5/8" TRUSS HD. 1.82" DIA. X .50' PLASTIC ROLLERS (OPTIONAL)
SLOTTED M.S. & LOCK NUT 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
SECTION B-B WITH 4-1/4" STEM
OUTSIDE OF DOOR
Ea3
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
POWER -BOLT BY 'POWERS' _
2 IN. EMBED INTO CONC.-
2" MIN. EDGE DIST. o o ,y
ONE PER BRACKET •Vi
SEE SHEET 3 FOR BRACKET SPACING. 0.
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OPAL PRODUCtRHVISHD
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C.A 3578 s ilithm O widL lLe FbrtdO o I
& NUT BOLT i I•, Build Code
1 � No / A
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�� drawing no.
98-05
sheet 3 of 6
POP RIVETS 5/16' X 1-5/8' LAG SCREWS INTO WOOD OR
GALV. STEEL X 5-1/2" X 3" X .104' 5/16" SLEEVE ANCHORS
TOPROLLER BRACKET WITH 1-1/4" EMBED INTO MASONRY
FASTENED W/ (6) # 14 X 5/8" S.M.S.- - 3 PER BRACKET
-
- 09D THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET - -
WELDED TO 1X 2 % 1-1 2
W/ 5/16-18 X 3/4" HEX HEAD / / " X 14 GA. ANGLE
M. SCREWS & NUTS. FASTENED TO TRACK
- _ WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(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" X 5-1/2" X .104"
(2) 3/16" POP RIVER GALV.
STEEL
FASTENED W/ T4) 9 14 %
TOPP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
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
5/16' MEETING RIB
1.82" DIA. X .50" STEEL ROLLERS
®. W/ .44 DIA. X 5' STEM z O
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OPTIONAL INSULATIONS: _ o
'DYPLAST PRODUCTS LLC' a o m
EPS-EXPANDED POLYSTYRENE O
DENSITY = 1.05 PCF
N.O.A. #07-1107.08 nm
OR
ISO-25 POLY-ISOCYANURATE
_
_ DENSITY = 2.0 PCF
N.OA #07-0301.10 m
OR
'INS
-
13Y IL I FOAMED
DENSITY = 0.92 PCF
N.O.A. #07-1016.07
14 GA GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) # 14 X 5/8" SMS m
ROLL FORMED STEEL PANEL
DRAWING d d d d d d d d DRAWING DUALITY G-40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
APPLY EORO BOTH SLTOP COAT OES OF STEEL TRACK CONFIGURATION
12 GA. GALV. STEEL
BOTTOM W/ (4) #R74KX 5/ET B SMSD
OTTOM SEAL
)58 ALUM PLATE
RH 1/8' X 1" S.M.S. ® 48" O.C.
ND RUBBER WEATHERSTRIPPING
SECTION A —A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REDD. ON DOORS
EXAEEDING 8 FT. IN HEIGHim-_j
II A f
II
-- HORIZ. TRACK LENNGTH =OPENING HEIGHT PLUS 12"
4 GA. GALV. STEEL TRACK
2 % 2 X 1/e" HORR. 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
Z
W/ 3/8-18 % 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE
0 m
W
WITH
(2) 1/4-20 X 5/8" BOLT & NUT
Q
00
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O
VERTICAL TRACK
2-1/B" X 1" X .080"'JF
SECTION A —A
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DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
I BRA
BI B2 83 B4 65 86 B7 BB
6'-0"
18"
18"
1"
11-3/4"
23"
34"
45"
56"
67"
-
6"-6"
1B"
21"
1"
11-3/4"
23"
34"
45"
56"
67"
-
7'-0"
j"I
21"
21"
N21-
1"
11-3/4"
23'
34"
45"
56"
67"
-
7'-6"
18"
18"
1"
11-3/4"
23"
34"
45"
56"
67"
8'-0"
18"
18"
1"
11-3/4"
23"
—
45"
56"
67"
78-1/4"
wm
FOR DOORS MORE THAN 8 Ff. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
X 2.19" X 3.3" X .090"
L TRACK BRACKETS
%6" HIGH
IECTED TO TRACK WITH
I/4" BOLTS & NUTS.
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FLA. PE YI' 7059z .
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PROD4=REVISED
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drawing no.
98-05
sheet 4 of 6
)
_i 1-1/2" MIN.
GE DIST.
0
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28Y
wood eu0 ,
AT 'NOIA. LAG S ROM ENDS SCREWS I WOOD BU 1 I _ AT48"D FROM ENDS
EA. LAG S
AND 11" O.C. MAX. 1 I AND 11" O.C. MAX.
WOOD FRAME BUILDINGS
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 2XB SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WITH
1/4" ULTRACON BY 'ELO' WITH SPACING OF
12" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
9" O,C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" ONFLEX BY 'ELO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
21" 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
1D" O.C. INTO BLOCK WALL WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
11" 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 N 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHER
5/16" X 1-5/6-
LAG SCREWS
STEEL STRUCTURE BY OTHERS
AT 11" O.C.
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA, BOLTS
WRH WASHER k NUT
\>'
AT 12" O.C. MAX.
i
1 1-1/2"
14 CA
1-1/2'— CONT. 4STEEL ANGLE
12
12 GA. GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12' O.C, IN DOOR OPNG.
AT 18" O.C, ABOVE DOOR OPNG.
CONNECTEDTO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDI
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ANCHOR
SPACING
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8
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rn rnLJ 1
ANCHORS
STRUCTURE
EMBED
I SPACING
EDGE DIST.
3 B HLC SLEEVE BY 'HILTV
CONC.
1-1/4-
g"
2"
3 8" HLC SLEEVE BY HILTI
FILLED BLOCK
1-1 4"
a"
4"
3 8" DYNABOLT BY fTW'
CONC.
1-1 2
g"
3"
1 2' DYNABOLT BY 'RW'
FILLED BLOCK
1-7 8
8"
4"
3 8 POWER -BOLT BY POWERS
CONC.
2"
B"
2"
3 8 SLEEVE -ALL BY SUIPSONS
CONC.
1-1 2
B"
3"
CONCRETE 1'c - 3000 PSI MIN. O Z N
0-90 GROUT FILLED BLOCK Pm a 2000 PSI MIN.
o o
EDGE DIST. m Nv{
t•-I( I—I�I Ij—�I
. I 11-1/2" I nl Iv.l I I I
ALTERNATE TRACK INSTALLATION
GA.
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PILOD() REVISW
raaoplylgwith luFk"- o I
BY drawing no.
98-05
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FxW0
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DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4' SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
i
175 X .062 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-0305.02.
75 X .062 DEEP
t00VE
(4) #0 X 3/4" SMS
—0 1-3/8' FROM ENDS
AND 6-1/2' O.C. MAX.
�BB X 3/4" SMS
0 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
1R PANEL
GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007o
.500
�--"}-.25D
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SEE EVIDENCE PAGE
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OPTIONAL WINDOW LITES IN ANY LOCATION
1.765
1.725
Q fcl
IL G
1.144
O w "
d w
Q; O
0 !j
21 3/4"
MAX.
WDW. WIDTH
II
.176 Fes-
I
k--.80D
O M
¢ > M o
C a < p .0
�3
d
MAX.
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
#8 X 3/4' SMS C
0 3/8' FROM ENDS 175 X .082 DEEP
AND 4-1/2" O.C. MAXI ` GROOVE I
DOOR PANEL
24 GA. (D24) STEEL MIN.
--------- ------------
EXTERIOR
15/16' MIN. D.L. OPG.
3LAZING BITE
WINDOW WIDTH
d 0 Up
boa
Mgr. JAVAD AHMAD o
FIA. P"CIVgR 70592 PRODUCT REVLUED
530 v oo wh6lhe Flnfide
ANo 2- 1► .p 5 ao
,�p11 sy1 Pr�m.n�ao1 drawing Do.
11
0 98-05
sheet 6 of 6
�11
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]
❑1.60 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2
❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5
Y.
0160 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 story and max 15'
❑160 EXPOSURE C 16' X 7' Door = + 3.1.0 - 34.5 mean roof height)
❑160 EXPOSURE C '9' x 7' Door = + 37.4 - 42.3 (2 story and max 30'
0160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height)
0160 EXPOSURE D 9' x 7' D� 3oorr.= + 39.3. -44.4 (1 storyand max 15'
'
160 EXR0SIE�mean roof height)
0160 EXPOSURE D 9' x 7' Door = + 4.4.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
❑150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8
❑150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3
( 2 story and max 30'
mean roof height)
❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3
(1 story and max 15'
❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5
mean roof height
❑150
EXPOSURE C 9' x 7' Door = + 32.0 - 36.2
( 2 story and max 30'
❑150
EXPOSURE C 16' x 7' Door = + 30.6 - 34.1
mean roof height)
❑150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0
(1 story and max 15'
❑150
EXPOSURE D 16' x 7' Door = + 32.1 - 35.8
mean roof height)
❑150 EXPOSURE D 9' x 7' Door = + 37.9 , - 42.9
(2 story and max 30'
❑150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4
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)