HomeMy WebLinkAboutSUBMITTED PAPERSDATE: v / qJ.' PERMIT NUMBER:
J
tli PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
fl a "x' - 2300 Virginia Avenue
._......... . ..............................
Fort Pierce, FL 34982 �cq�
(772) 462-1553 �� FQ
APPLICATION FOR REPLACEMENT OF/�9(�n,��
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: F . � ?� ' c
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
X
4. TYPE OF STRUCTURE: SFR
5. OWNERS INFORMATION 6.
Name: , ' C-C--� �l
Address: cZA C5 LJ�-
City: I-T �y U x-bc-state: EL
Zip: �. Phone: C1 -71- I q i5
OTHER
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #: 0lQ0`1
Business Name: C:C'o, c -L-CK� o
Phone Number:
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
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 �',
- 33 ,1
--t- 3�
- I -Ay
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C- Size
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7. VALUE OF CONSTRUCTION: $ FEES DUE: 94,
RECEIPT: U0
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 QUALIFIERS/OWNERS NAME SIGNATURE QCALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF l—l_)�C�\ �-
ACKNOWLEDGED BEFORE ME THIS �S DAY OF a�� \ V , 20� BY 5��� I v\\ �C 'WHO IS PERSONALLY KNOWN TOME OR WHO
HAS PRODUCED AS IDENT ICATION.
CT�"
SIGNXfVTt OF NOTARY TYPE OR PRINT NAME
EOf NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
.�pRY PUB TIFFANY A. LEE
* * MY COMMISSION # DD 985525
EXPIRES: April 26, 2014
I-". Ffol Bonded Thru Budget Notary Services
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MIAMI•DiADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/bufdingcode
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 by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) 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
Division (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. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division 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: 16'-2"Wide x 161High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 02-21, titled "Sectional Garage Door", dated 09/10/02, with last
revision E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by
Arshad Viqar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the. Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 renews NOA # 09-0128.02 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.10-0216.04
MwhNnane cQuVNTr Expiration Date: July 21, 2015
• ' / f IP
1 Date: March 31, 2010
/ a Page 1
DAB Door Comuanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "Sectional Garage Door", dated 09/10/02, with last revision
E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Arshad Viqar, P.E.
B. TESTS
1. 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.
2. 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.
3. 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 # 05-0228.02"
4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98,
signed by W. A. Jackson, P.E.
"Submitted under NOA # 03-0210.04"
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0.128.02"
D. QUALITY ASSURANCE .
1. Miami Dade Building Code Compliance Office (BCCO)
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0216.04
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
E-1
DAB Door Company. 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 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07'and expiring on
11/29/12.
3. Notice of Acceptance No. 07-1101.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on
01/11/12.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12.
1. 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 09/27/04, 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 11/29/04
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. 04-761-15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E.
"Submitted under NOA # 05-0228.02"
F. STATEMENTS
1. Change of engineer letter issued by Al-Farooq Corporation, dated 01/08/10, signed
and sealed by Arshad Viqar, P.E.
2. No change to product letter issued by DAB Door Company, Inc, dated 02/09/10,
signed by Roseanne Berger.
1. Statement letter of code conformance issued by Al-Farooq Corporation, dated
12/05/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement' letter of no financial interest issued by Al-Farooq Corporation, dated
12/05/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
�3 it Id
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0216.04
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
E -2
7-1/2" X 3" X -.071"
GALV. STEEL END ROLLER
W/ (6) 114 X 5/8" SMS
7-1/2' X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
I 2/ DOOR
I W X .15 THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2' S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
F13C 1012 REGARDING GARAGE DOORS
.158 DA GALV. AIRCRAFT TYPE
W/MIMIN. 5 TO CI SAFETY ACTOR 0
O
0
2-3/4-W X 5-5/8"H X .090" THK.
STEEL PLATE, 1-3/8' DEEP I
WITH (3) ()14 X 3/4' L) S p
SELF DRILLING SCREWS
NUT 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 TO BE INSTALLED AT
(6) #14 X 3/4' SELF DRILLING SCREWS ANY CENTER STILE
CENTER STILES
SEE SCH. A' r A
_A_
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B I 9
BRACKET BRACKET III
STD. LIFT DOOR LOW HEADROOM
TOTAL i OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
6'-6'
2 SECTIONS 16"
2 SECTIONS 21'
6'-9'
1 SECTION 18m
3 SECTIONS 21"
3
7'
4 SECTIONS 21"
-
7'-3"
-
7'-6'
5 SECTIONS 18"
-
7'-9'
4 SECTIONS 15'
1 SECTION 21"
8'
3 SECTIONS IS'
2 SECTIONS 21"
e'-3'
2 SECTIONS 18'
3 SECTIONS 21"
8'-6"
I SECTION 18"
4 SECTIONS 21'
-8'-9'
5 SECTIONS 21'
-
9'
16 SECTIONS 18'
-
9'-3'
5 SECTIONS 10'
1 SECTION 21'
4
9'-6"
4 SECTIONS 18"
2 SECTIONS 21"
9'-9'
3 SECTIONS IB'
3 SECTIONS 21"
10'
2 SECTIONS 18"
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 21m
11'-6"
3 SECTIONS 18"
4 SECTIONS 21'
1V-9'
2 SECTIONS 18'
15 SEGTONS 21'
S
126
1 SECTIONS 18'
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'-6'
5 SECTIONS 18'
4 SECTIONS 21"
14'-9'
4 SECTIONS 18"
5 SECTIONS 21'
6
IS'
3 SECTIONS 18
6 SENONS15'-3'2
SECTIONS 18'
7 SE15'-6"
1 SECTION IB'
S SE15'-9'
9 SECTIONS 21'
-
16'
6 SECTIONS 18'
4 SE
DOOR OPTION
NE -PLATE
X 3-1/8" X .010' — — — —
STEEL PLATE - OPTIONAL VENTS
WITH (4) 814 X 3/4" SIDS(3)5' WIDE AT 7" O.C. MAX.
OPNG. AREA NOT TO EXCEED 120 SQ. IN.
CENTER STILE
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) R14 X 5/8" SMS
o Q AST X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
CENTER STILES
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE ® ®®
8'-0" TO W-10" _
DOOR WIDTHS
IT
10'-0" TO 11'-10" _
DOOR WIDTHS
OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
16'-2"
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
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DAD DOOR MODEL 824
MAX. SIZE 16'-2" WIDE X 16'-0" HIGH
24 GA. ROLL FORMED STEEL
DESIGN PRESSURE, INI = +4 36?9�'PPSF
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SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
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CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
ODOR WIDTHS / OF CENTER STILES HIGH VELOCITY HURRICANE ZONE.
8'-0' TO 9'-10' 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
0
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10'-0' TO I1'-10' 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
12'-0' TO 13'-t0' ] DRESSING OR STUCCO.
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14'-0' TO 15'-10' 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
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15'- It' TO 16-2' S 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
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THESE DETAILS ARE NOT PART OF THIS APPROVAL..
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
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AT (4) SECTIONS DOORS
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LL OTHER DOORS I 12'-0" TO 13'-10' _I
TOP SECTION WITHOUT 'U' BAR DOOR WIDTHS
I 15'-11" TO IS.-2'
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JAN 0 3 2010
sheet 1 of 5
DOOR WIDTHS
055" X 2-1/4" X 3/4' X 2'
GALV. STEEL U.BAR REINFORCING TRUSS
O BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
114 X 5/8' S.M.S. AND TO END STILE
k0W/FOUR14 X 3/4" SELF DRILLING S.
o1/2- X 1-3/4- X 16 GAOPENTUBE
2 p - O TOP & BOTTOM
=OF EACH PANEL
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/B- X 1' S.M.S. O 48' O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM)
OPTIONAL STOP MOI
BY DOOR INS'
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16- X 1-5/8- LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE - •4•
0.55 S.tN •/
1-3/16-
1.9" X 2.19" X 3.3' X .090-
STEEL TRACK BRACKETS -
SEE SHEET 3 FOR SPACING
2-1/8' X 1' X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/.1 /4-20 X 5/B' TRUSS HD.
EDITED M.S. & LOCK NUT
-ORCING 'U' BARS AS REDD.
CHART ON SHEET I
16 GA. X 2-1/4' X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO / 14 X 5/8" S.M.S. AND 70 END STILE
W/ FOUR 9 14 X 3/4" SELF DRILLING SCR.
INTERMEDIATE SECTION
WITH OR W/O REINFORCING
TOP SECTION
/ 14 X 5/8- SMS
6 PER HINGE
1/2- X 1-3/4- X .058- FORMED STEEL
CLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16- POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
[CENTER STILE. GLUED AND RIETVED
To PANEL W/ (4) 3/16- RIVETS 3/16"
111 14 X 5/8" S.M.S. POP RIVETS
r 4/ HINGE I
7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
7-1/2' X .050� INTERIOR SIDE
GALV. STEEL 7-1/2- X .071-
CENTER HINGE END ROLLER HINGE
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
1 I
1/2' PUNCHED HOLES
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O 4" D.C.
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16 GA. X 2-1/4' X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
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 SCR. (p0.
3/16- POP RIVETS J
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.024" STL. PANEL Q Zfim
OUTSIDE OF DOD rn III
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3/4' X 2" X 2-1/2X .049" STEEL SOLID BRASS DOOR VIEWER
END STILE, CONNECT TO PANELS WITH BY 'SCHLAGE SECURITY HARDWARE'
FLAPS AND (5) OR (6) 3/16- ALUM RIVETS INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE W G c
SEE DETAIL ABOVE
POSITIONED AT EYE LEVEL
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EDGE ANCHORS: om
DISTANCE 3/B' OV_ POWER -BOLT BY 'POWERS' _ "' m o
A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) a
° ;-11-3/16(:•- 2' MIN. EDGE DISTANCE y ¢ g
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1 • HLG LEVE BY 'HILT]
B) 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK
' 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE m o 0
4' MIN. EDGE DISTANCE INTO FILLED BLOCK 8 0 a O1
CONCRETE Fc m 3000 PSI MIN. .� 0
CHOR TYPE A OR B < m
C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. c m m W
AN0
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
Engr: ARSHAO MOAR o
PROInICT RENEW®
CIVILmon/g1yi18wltYt4 Ela104
FLA PE / 38863 I
CAN. 538 * V o
1/4-20 SS BOLT
& NUT 0
Miami drowing r�no.
PLASTIC/STEEL ROLLERS ,JAN 0 S 2010 ° 02—G 1
SECTION B-B 1.82" DIA. X .50"
W/ .44 DIA. X 4-1/4" STEM sheet 2of g
RVETS 5/16` X 1-5/8" LAG SCREWS INTO WOOD OR
z�
/POP
5/16' SLEEVE ANCHORS
2-J/4' % 5-1/2' % J' % .f04` WITH 1-1/4' EMBED INTO MASONRY
."U.
STEEL
OP ROLLER BRACKET 3 PER BRACKET
FASTENED W/ (6) 8 14 % 5/8' S.M.S. -
14 GA. GALV. STEEL ADJUSTABLE 2-1/2- X 4-1/4` X 13 GA. STEEL PLATES
-
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2` X 1-1/2- X 14 GA ANGLE
W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS &NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT `
1/2" X 1-3/4` X .058- FORMED STEEL
GLUED TD PANEL AND FASTENED TO
VERTICAL STILES WITH 2- X 5-1/2` % .104"
(2) 3/16- POP RIVETS GALV. STEEL
FASTENED W/ (4) / 14 X 5/8- S.M.S.
TOP ROLLER BRACKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM p00R OPTION
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
PLASTIC/STEEL ROLLERS i
1.82" DIA X .50" w
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y_y W/ .44 DIA X 4-1/4- STEM s T
OPTIONAL INSULATIONS:
BY bYPLAST PRODUCTS LLCM
EPS-EXPANDED POLYSTYRENE
DENSITY 1.05 PCF
N.OA 107-7107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA 107-0301.10
OR
DY �INSULFOAM LLCM
DENSffY = 0.92 PCF
N.OA /07,-1016.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
A W/ (6) It 14 X 5/8' SMS
MIN. .024' ROLL FORMED STEEL PANEL d d d d d d d d
DRAWING DUALITY G-40
MIN. YIELD STRENGTH - ]9 KS]
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
N T
12 GA. GALV. STEEL
-� BOTTOM FASTENED
W/ (4) 0 14KXT5/8• SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1' S.M.S. 0 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
EXgEEDING 8 FT. IN HEIGHT
11 A — I
A —
-- HOR17. TRACK LENGTH = OPENING HEIGHT PLUS 12'
4 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. 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 MG BRACKET ANGLE
W/ 3/8-I6 X 3/4- BOLT h NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8- BOLT k NUT
VERTICAL TRACK _,T
2-1/8" X 1" X .080"
SECTION A -A
DOOR
• SECTION HEIGHTS IBRACKET
PLACEMENTS
HEIGHT
1ST
2ND13RD14TH15THI
81
B2
133
84
Lis
1 66
B7
88
6'-0'
18'
18"
18'
IS
N/A
1"
11-3/4"
23'
34'
45"
56"
67"
-
6'-6"
21"
18'
18
21"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
-
7'-0"
21'
21"
21
21"
N/A
1"
71-3/4`
23'
34'
45"
56"
67"
-
7'-6'
IB'
18-
18'
18'
18"
1"
11-3/4'
23'
J4"
45'
56`
67"
78-1/4"
18"
18'
IB`121-1
1'
11-3/4"
23"
J4`
45"
56"
67`
78-1/4-
•-�LI.IlU1VJ NNL NUMOLRLU
FOR DOORS MORE THAN 8 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
0) 1/4" DOLTS H NUTS.
VERTICAL LIFT HIGH LIFT
STANDARD LIFT
L r
LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
En4r. ARSH4D VIOAR PRODUCT RENHWED
FIA PE 0 38863 eon l�B WI�thC Fk411� $' I
CAN. 3538 �"ok
sy drawing no.
RT: P/vdtct C4>♦Yd
JAN 0 6, 2010 02-21
UILDIN
STUD WALLS OR DOOR OPENING (NOT 8Y 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.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL HE 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
16" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
13
' D.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
11" O.C. INTO BLOCK WALL. WITH 1-1/2- MIN. EMBED
I3' INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED
3' D.C.MIN. EDGE DISTANCE
3/B" CONFLEX BY 'ELCO' OR
3/B" LUT RY 'ITW' 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. IWO 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 / 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO
ALL BFOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16" X 1-5/8-
LAG-7
AG SCREWS
AT I2' O.C.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16' DIAL. BOLTS
WITH WASHER @ NUT
AT 12' D.C. MAX.
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
] 8' HLC SLEEVE BY HILTI
CONC.
1-1 4
B'
2'
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4'
8'
4"
3 8" DYNABOLT BY 'TTW'
CONC.
i-1 2
8"
2-1 2
] 8" DYNABOLT BY ITW'
FILLED BLOCK
1-1 2
8"
3 8 POWER -BOLT BY 'POWERS
I CONC.
2"
e"
2"
3 8 SLEEVE -ALL BY SIMPSONS
CONC.
1-1/2-1
8"
1 ]'
/CONCRETE Pc - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
1-1/4" X 2-1/2' X 14 CA
CON . STEEL ANGLE
11-1/2"
12 CA GALV. STEEL
FLAT BRACKETS 1:3" LONG
AT 12' O.C. IN DOOR OPNC.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH S1DE
2-1/8' X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/B" TRUSS HD.
SLOTTED M.S. h LOCK NUT
ALTERNATE TRACK
INSTALLATION
A
JAN 0 8 Z010
di,
PRODUCTREINEVA Dtoo*WHO"O 1_4
8
B1 �
A� drawing r7no.
02-21
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16' DIA. WASHER
`1
0/ 4" SMS
A
O
11
1 I1I
03/t1'FROM ENDS
1
III
1
AND T O.C. MAX.
1
IIII
1
�.`
(4) e8 X 3/4' SMS
I
IIII
II
0 1-3/8- FROM ENDS
Illi
I
I
AND 6-1/2' O.C. MAX.
I
L
III
- j
Ii1
IIII
IIII
.175 X .062 DEEP
Illi
I I
IIII
GROOVE
IIII
I111
IIII
1/4' POLYCARBONATE LEXAN
I I
BY SABIC INNOVATIVE PLASTICS
IIII
NOA /08-0305.02.
K
III
IIII
V.
W d �
= O w
Z p w
3
IIII
IIII
IIII
IIII
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IIII
IIII
IIII
IIII
I I
IIII
.175 X .062 DEEP
IIII
GROOVE
r
II,
_ 1\I
11
Ii I
III
I
I
(4) /8 X 3/4' SMS
I11
I ,
0 1-3/8' FROM ENDS
1
III
I
AND 6-1/2' O.C. MAX.
I
III
O
/
/
I I
I
/8 X 3/4' SMS
_0 3/8' FROM ENDS
AND 7' D.C. MAX.
6' DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
21 3/4'
MAX.
Wow. WIDT
18 1/8'
MAX.
+ o N p D.L.O.
- 3 0
A O
fF7,
/6 X 3/4' SMS
0 3/8' FROM ENDS
AND 4-1/2' O.C. MAXI
.500
250
I I
Q
* PLASTIC COMPLIES WITH
o
SECTION 2612 OF FBC 2007
`i
SEE EVIDENCE PAGE
Z n
O
n
Q f a
1.765
1.725
1.144
Ow "
Q; G
O 1•i a
I- —.B6D
OI ¢ > m o
II
OO. QO�
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
O � m
Q E
v;l IS
EWE a
aWcof�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
.175 X .062 DEEP
/ GROOVE
m �oW
-� -
Engr. MSHAD MOM PRODUCT RENEVAW o
_ _ _ _ _ _ _ _ CIVILtlOml'ilgwlftbOPi7�
fU. PE. 3938 aso / 38863 _ _ _ _ _ CANlagdp g I
EL OR
Ic �r1 0
24 GA. (.024)�STEEL MIN. EXTERIOR
15/16' MIN. D.L. OPC. Mien p4uAp Clowd drawing no.
GLAZING 81TE Dhe Or3_rl
WINDOW WIDTH JAN () S 2010 L LL
sheet $ of 5
M`.ko& . .Iff .:
EXPO RE
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fit#.
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155.
2
1 0•
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1:
35
1.05
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1..0"
40
TO '
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• 1.74'
46
1:12.1
l za
4.7'8"
5
116 .
1 M
IA I
19.1
AM
1.84
60
12.2.1
4_62
-187
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FORMULA FOR DESIGN PRESSURES
Example: 25 ft mean roof height, exposure C
16 X 7 Door 140mph.
Pressure Exposure C multiplier Rea. Design Pressure
29.7
X 1.35
= +40.095
-33.1
X 1.35
=-44.685
Garage Door must be rated at +40.1/-44.68
minimum. This formula must be completed
for exposure
C:
----------------------------------
Pressure
Exposure C multiplier
Rea. Design Pressure
3a•i.
X l.cc) _�•
Imo(-)
,
Q
i
1 oo
'
... �y.
y
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g� .moo qe� y
1• 7•' '*'ivT..7
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A - 6
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`fits .
9l. t. 9
cd
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+ ; }
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a dB .«. {i {4` 2 .i
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ice:.: �';)R _
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116;�.
Property Appraiser - St.Lucie Countv.,FL Page 1 of 1
PROPERTY RECORD CARD
Eileen T Long Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address: 215 E Arbor Ave ParcellD: 3419-501-0023-000-0 aG
Sec/Town/Range: 22 :36S :40E Account #: 41640
Map ID: 34/22N Land Use: SF Res
Zoning: RS-4 City/Cnty: St Lucie County
Ownership and Mailing Legal Description
Owner: Eileen T Long RIVER PARK -UNIT 1- BLK 2 LOT 18 (MAP 34/22N) (OR 1135-1365)
Address: 215 E Arbor Ave
Port St Lucie FL 34952-1305
Sales Information Assessment 2010 Final Total Land and Building
Date Price Code Deed Book/Page 2010 Final: 44600 Land Value: 9200 Acres: 0.19
3/27/1998 64000 00 WD 1135 / 1365 Assessed: 44600 Building Value: 35400
Ag.Credit: 0 Finished Area: 1232 SgFt
Exempt: 25000
Taxable: 19600
Taxes: 407.36
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
FS - Fibrglss Shg
RoofStruct:
HP - Hip
ExtType:
HD+ - HD+
YearBlt:
1970
Frame:
-
Grade:
D+ - D+
EffYrBlt:
1977
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 - FredHotAir
AvgHUFI:
STD
1/26ath:
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
3CHT - 3CHT
S 1
1 AV AV
1977 1 0100-SF Res
215 -Front Ft
75
SDSF - SITE DEV S-F Y 1 1 AV AV 2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
110
http://www.pasle.org/prc.asp?prclid=341950100230000 7/15/2011