HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
Permit Number:
I Doa-C 0
SCANNED
By
St. Lucie County
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DQ:ORS
II SEE REVERSE SIDE FOR INSTRUCTIONS ) ATE. 4 - -1 2,`/`
1. LOCATION/SITE ADDRESS: 7y7 xmw� �. Z&kf ow Aevk ty' ' l - e " &7 f` -
11
2. PARCEL ID NUMBER: X30Q "(F/Q -00V -0a)
11 SECT I I TWY I I RNG I MAP I ZNG LU JVU I INIT
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: GJcz C+'GkY ��Ac
G1& /Q QltJUt'-
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS (INFORMATION 6.
Name: X'tce 1
Address: �nnil� % * A'1JC)'4 "
City: X e- State:
FL—
Zip:&(19`17 Phone: �72-&]0-6Pd5('
CONTRACTOR'S INFORMATION
FL Reg/Cert #: !r
County Cert #:
Business Name: IeS-:�e!�
77.2 q&t- 07Zq
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
1130 mph
1140 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
- �
Aa"`.e'
y
_ 1' � w
�t,�t� iuki
C- Size �
� (�
VALUE OF CONSTRUCTION: $ /"'-' FEES DUE: _ ^p 87 -
RECEIPT: a -4a
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
col fiance with all applicable laws regulating construction and zonin .
PRINT QUALIFIERS/OWNERS NAME I 'A R OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS D Y OF� , 20%Lt BY A? . 41 WHO IS RSONALLY KNOWN TO OR WHO
HAS PRODUCED A AS IDENTIFICATION.
SIGNATURE OF 66T.ARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBERXPRENtTN EPISCOPO
MY COA;IvIISSION P EE33160
Or EXPIrkES: Da 17, e014
1-Rb;-3-�tpTARY F!. Nc:; n•^iac:rort ,4�r,--. G.
MIAMI•QADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 1 ] 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/building
DAB Door Company, Inc. riLr.
tdwrt
12195 NW 981" Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and re ulations governing the use of construction.
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC -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. BNC 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 8241811 Steel Sectional Garage Door 16'-2" Wide x 161-
0" High with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/02, with last revision F dated 02/16/11, 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 # 10-0216.04 and consists of this page l 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. 11-0414.12
MIAMFDAdEC N77 Expiration Dat'
Approval Date: JuneifZ�
Page 1
06/01 l!
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
09/10/02, with last revision F dated 02/16/11, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
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 05/02/07,
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 01/20/11, 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
01/21/11, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
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 # 03-0210.04"
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.
Carlos M. t1trera, P.E.
Product Control Examiner
NOA No. 11-0414.12
Expiration Date: July 21, 2015
Approval Date: June 02, 2011
E - 1
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 04/07/11, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC)
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. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on
01/l 1/12.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-C 1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12.
"Submitted under NOA # 05-0228.02"
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 H /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.
F. STATEMENTS
1. Statement letter of code conformance to FBC 2007 and no financial interest issued by
Al-Farooq Corporation, dated 04/01/11, signed and sealed by Javad Ahmad, P.E.
OW D> 11
Carlos M. U rera, P.E.
Product Control Examiner
NOA No. 11-0414.12
Expiration Date: July 21, 2015
Approval Date: June 02, 2011
E -2
7-1/2' X 3' X .071"
o CALV. STEEL END ROLLER
W/ (6) /14 X 5/8" SMS
m 7-1/2" X 2-1/4' X 18 GA.
'-GAL.V. STEEL CENTER HINGE
W/ (4) /14 X 5/8' SMS
LOCKIXXl
1"WX.I5 THK,
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. CAL6 AIRCRAFT TYPE
W/ MINE 5 TOIO1SAFEETY FACETOORR
2-3/4"W X 5-5/8-H X .090" THK.
STEEL PLATE, 1-3/8" DEEP
WITH (3) 014 X 3/4"
SELF DRILLING SCREWS
DOOR
HEIGHT
CONSISTS OF
6'-8"
2 SECTIONS 18. 2 SECTIONS 21'
6'-9'
1 SECTION IW 3 WC UM 21'
7'
4-SECTIONS 21'
-
7'-3'
-
7'-6'
5 SECTIONS IS"
-
P-9'
4 SECTIONS 18`
1 SECTION 21'
8'
3 SECTIONS 18'
2 SECTIONS 21'
8'-3'
2 SECTIONS 18"
3 SECTIONS 21"
S' Ilr
1 SECTION 18'
4 SECTIONS 21
e -9
5 SECTIONS 21
-
9'
6 SECTIONS 18'
-
9 -3"
5 SECTIONS 18'
1 SECTION 21"
SECTIONS 18'
2 SECTIONS 21"
9'-9-
J SECTIONS 18`
3 SECTIONS 21'
10'
2 SECTIONS 18"
4 SECTIONS 21
tO'-3'
T SECTION 18"
5 SECTIONS 21
10'-6'
6 SECTIONS 21`
-
10'-9'
6 SECTIONS 18`
1 SECTION 21"
5 SECTIONS 18"
2 SECTIONS 21
4 SECTIONS 18"
3 SECTIONS 21'
3 SECTIONS IS"
4 SECTIONS 21"
2SECTIONSIS'5SECTIONS21'
L1'1:2r-
1 SECTIONS 18'
6 SECTIONS 21
7 SECTIONS 21'
-
6 SECTIONS 18
2 SUCTIONS 21
5 SECTIONS 18"
3 SECTIONS 21"
4 SECTIONS 18"
4 SECTIONS 21
t3'-3'
3 SECTIONS 111"
5 SECTIONS 21
13'-67
2 SECTIONS 18"
6 SECTIONS 21
13'-Ir
1 SEC110N 18'
7 SECTIONS 21
14'
8 SECTIONS 21'
-
14'-3'
6 SEC71ONS 18'
3 SECTIONS 21'
14'-6"
5 SECTIONS IS-
4 SECTIONS 21
14'-9'
{ -SECTIONS 18'
5 SECTIONS 21"
15'
3 SECTIONS 18'
6 SECTIONS 21
2 SECTIONS 18"
7 SECTIONS 21'
15'-6'
i SECTION 18"
8 SEC110NS 21"
15-9'
9 SECTIONS 21"
-
18' IS
SECTIONS 18"
4 SECTIONS 21"
i9 �
CKET BRACKETFT DOOR LOW HEADROOM
DOOR OPTION
7-7 8' % 3-1/S' X .010"
Sf PLATE
WITH (4) 014 X 3/4" SOS
CENTER STILE
OUTSIDE
HANDLE ENO STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) /14 X 5/8" SMS
4 .1SIT X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OPTIONAL CENTER STILES
OUTSIDE KEYED I 0.K
LOCK BAR LOCKING SHOWN III III �'ll el
ALT. TO LOCKS SHOWN ABOVE
- W-0" TO 9'-10'
DOOR WIDTHS
10'-0' TO 11-10'
DOOR WIDTHS
NUT TOP FIXTURE 5-1/2' X 2-3/4' X 0.1"
STEEL PLATE WITH ONE 5/I8-18 MS W/ NUT
OPTIONAL DOOR VIEWER
//�� FASTENED TO END STILE WITH
/ (6) /14 X 3/4' SELF DRILLING SCREWS
TO BE INSTALLED AT
ANY CENTER STILE/
/ SEE SHEET 3 FOR TOP BRACKET OPTIONS
/
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
CENTER SKIES CONFIOURATKN
DOOR WIDTHS
I OF CENTER STILES
8-0- TO TO 9'-10"
2
t0'-0' TO 11'-10'
2
12'-0' TO 13+10
3
14'-0" TO t5' 10'
4
15'-11' TO 16'-2'
5
g
14'-0" TO 15'-10'
DOOR WIDTHS
12'-0' TO 13'-10' 15-11" TO 16TO -2-
DOOR WIDTHS DOOR WWT14S
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
with Window Lite Option j
DESIGN PRESSURE RATING = + 36.0 PSF
— 44.0 PSF
GENERAL NOTES
I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 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.
5. A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY.
". —7MLrm-
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GAIN. 5J8 N&II-1 Z/soduct fiwTd
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ON=�
N
TOwing no.
02-21
0
O
.055" X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
O BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL IMERMEOIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR J14 X 3/4' SELF DRILLING S.
o=
In 7-j
z
C
3
O"
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. O 48" O.C.
1ST SECTION
AND RUBBER WEATHERSTRIPPING
(BOTTOM)
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
0.55 S.0-\ •'•d
1.9' X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
TOP SECTION
JAL STOP MOULDING
OR INSTALLER
/ 14 X 5/8" SMS
6 PER HINGE
1/2" X 1-3/4" X .05W FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
x 2-5/8' X .049" STEEL
STILE, GLUED AND RIVETED
�TO PANEL W/ (4) 3/16" RIVETS
e 14 X 5/8' S.M.S.
r 4/ HINGE
24 GA. STEEL PANEL
FLAPS BEM OVER PANEL c
I � e
1/2" PUNCHED HOLES-1
O 4" O.C.
3/16' POP RIVETS
AT 4" O.C.
(6) FOR 21 STILES
(5) FOR 18" STILES
/14 X 3/4" SELF DRILLING SCREWS CAN BE USED
IN LIEU OF #14 X 5/8" SMS.
3 4" X 2' X 2-1/2' X .049' STEEL
STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16' ALUM RIVETS
SEE DETAIL ABOVE
EDGE
3/16" I
POP RNETS]\
E
7-1/L x TEEL INTERIOR SIDE GA2" STEEL 7-1/2" X .071TEM TCENTER HINGE END ROLLER HINGE
14 GA. X 2-1/8" X 1' (STAND12 GA. X 3-5/16" X 1-1/2" (OPTIO7/8" PUSHNUT 1.82" DIA. X .50" STEEL ROLLERS (STD.)
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" D1A. X SO" PLASTIC ROLLERS (OPTIONAL)
W/ 1/4-20 X 5/B" TRUSS HO. 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
$LOTTED M.S. h LOCK NUT SECTION B-B WITH 4-1/4" STEM
STILE .024" STL. PANEL
OUTSIDE OF DOO
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16' DIA HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
ANCHORS:
3/e" DIA. POWER -BOLT BY 'POWERS'
A) 2" .INEMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
3/9" DLAL H C cLEVC BY 'H T1'
B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Vc a 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Pm a 2000 PSI MIN.
HOR TYPE A OR B
PER BRACKET
SHEET 3 FOR BRACKET SPACING
1/4-20 SS BOLT
& NUT
rowing no.
02-21
RIVETS 5/16 X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104" 5/16" SLEEVE ANCHORS
GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY N
TOP ROLLER BRACKET 3 PER BRACKET
FASTENED W/ (6) 111 14 X 5/8' S.M.S. '
14 GA GAL2-1/2X 4-1
V. STEEL ADJUSTABLE " 4 % 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET /
�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
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOPS - -
LOW HEADROOM
TIDNDOOR)
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) M 14 X 5/8" S.M.S.I nw0urenor . BHAGKE7or�vw d
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4' % .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82' DIA X .50"
W/ .44 OIA. X 4-1/4' STEM
SECTION A -A —
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.OA #07-1107.08
OR
ISO-25 POLY-ISOGYANURATE
DENSITY = 2.0 PCF
N.OA #07-0301.10
OR
DENSITY = 0.92 PCF
N.OA /07-1016.07
14 GA. GALV. STEEL
ROLLER
HINGEX 5/ARBESMS
NED
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY 0-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. CALV. STEEL
i BOTTOM BRACKET FASTENED
W/ (4) i 14 X 5/8' SMS
)M SEAL
ALUM PLATE
1/6" X 1" S.M.S. O 48" O.C.
RUBBER WEATHERSTRIPPING
HORIZ. TRACK SUI
CENTER SUPPORT READ. ON
EXREEDINC 8 FT. IN I
II A
TRACK LENGTH = OPENING HEIGHT PLUS
14 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 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
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
15TH
B1
82
133
B4
B5
B6
87
B8
6'-0'
18:
18'
18"
18"
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'
11-3/4"
23'
34"
45"
56'
67"
-
7'-6"
18'
18"
18"
18"
18'
1'
11-3/4"
23"
34"
45"
56"
67'
78-1/4"
B'-0"
21'
18'
18"
18"
21'
1"
11-3/4"
23'
34"
45"
58'
67"
78-1/4"
�— nVMO 7 JIq"w HI I.0 -UI1UM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9' X 2.19' X 3.3" % .090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
O) 1/4' BOLTS & NUTS.
LOW HEADROOM
DOUBLE TRACK
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1
__ ,-1/2• MIN.
� I E DIST.
2BY
WOOD
1/4' OIA. LAC SCREWS 128Y
AT 8' FROM ENDS
AND 15" O.C. MAX. WOOD
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOUD BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE COW. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEOUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
,/4' ULTRACON BY 'ELCO' WITH SPACING OF
16' O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
13' 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
11' O.C. INTO BLOCK WALL, WITH 1-1/2' M1N. EMBED
13" O.C. INTO 300D PSI CONCRETE, WITH 1-3/4' MIN. EMBED
3" MIN. EDGE DISTANCE
3/8• CONFLEX BY 'ELCO' OR
3/8" LOT BY 'fIW' WITH SPACING OF
23' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/B' HLC SLEEVE BY 'HILTI' WITH SPACING OF
13 O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE Dur.
15" O.C. INTO 3000 PST CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" INTO EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR / 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JOS
0
�g
1/4" DIA LAD SCREWS
AT 6" FROM ENDS
AND 15' O.C. MAX.
5/15, x
LAG
AT 12' O.C.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/18" D1A. BOLTS
FWTrH WASHER k NUT
AT 12' O.C. MAX.
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
NG
EDGE DIST.
3 8 HLC SLEEVE BY HILT
CONIC.
1-1 t
2"
3 8• HLC SLEEVE BY HLTI
FILLED BLOCK
1-1 4
4"
3 6' DYNABOLT BY 'ITW'
CONC.
1-1 22-I
4,8,.
23
8 DYNABOLT BY '
FlLIED BLOCK
1-1 23
8POWER-BOLT BY POWE
CONSLEEVE-ALL
BY SIMPSONS
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1-1 2
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CONCRETE f'c s 3000 PSI MIN. Ir
" O Z
C-90 GROUT FILLED BLOCK f'm a 2000 PSI MIN.
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1-1//4 X 2- 2 X 14 GA
1-1/2' CaHT. STEEL ANGLE 11-,/-
_ _ _12 CA GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WEIRS AT EACH SIDE 2-1/8° X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 2 1/4-20X5/8" TRUSS HD.
SLO MS. k LOCI( NUT
ALTERNATE TRACK INSTALLATION
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DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4' SMS
O 3/8" FROM ENDS
AND 7' O.C. MAX.
(4) /8 X 3/4' SMS
O 1-3/8' FROM ENDS
AND 6-1/2' O.C. MAX.
175 X A82 DEEP
V4" POLYCARBONATE LEXAN
WIC INNOVATIVE PLASTICS
NOA #08-0305.02.
75 X .062 DEEP
200VE
(4) $8 X 3/4" SMS
O 1-3/8' FROM ENDS
AND 8-1/2" O.C. MAX.
\_)R8 X 3/4' SMS
O 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA, WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
OPTIONAL WINDOW LITES IN ANY LOCATION
21 3/4'
MAX.
WDW. WIDTH
18 1/8-
0
MAX.
3o n d D.L.O.
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1.725
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* EXTERIOR FRAME
IGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
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INSIDE
ELEVATION
N
RAISED PANEL EMBOSSED
DOOR WITH OPTIONAL WINDOWS
$
3
b
p8 X 3/4" SMS C
O 3/8" FROM ENOS 175 X .062 DEEP
GROOVE I
c
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o
S
DOOR PANEL] EXTERIORI
24 GA. (.024) STEEL MIN.
15/16' MIN. D.L. OPG. _
GLAZING BITE
WINDOW WIDTH
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drowing no.
CAtt$ 2011 02-21
Property Appraiser - St.Lucie Cnty, FL
Page 1 of 1
Kim K Gift Record: 1 of 1
Property Identification
Site Address: 7407 KENWOOD RD
Sec/Town/Range: 02 :34S :39E
Map ID: 13/02S
Zoning: RS-4
Ownership and Mailing
Owner: Kim K Gift
Address: 7407 Kenwood Rd
Fort Pierce FL 34951-2415
PROPERTY RECORD CARD
<<Prev Next»
Spec.Assmnt Taxes
Exemptions Permits Home Print
\CIE CO
ParcellD:
1302-810-0084-000-9
�� �Gy�
Account#:
Land Use:
3940
SF Res
City/Cnty
St Lucie County
�`•�•+���/-.l'
Legal Description
LAKEWOOD PARK ADDITION NO 1- BLKD LOT 9 (OR 1613-2247)
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code
Deed Book/Page 2011 Final:
71200
Land Value: 5100 Acres 0.24
11/15/2002 112500 00
WD 1613 / 2247 Assessed:
71200
Building Value 66100
4/1/1988 66000 00
CV 0583 / 2412 Ag.Credit
0
Finished Area 1463 SgFt
Exempt:
46200
Taxable:
25000
Taxes:
675.66
BUILDING INFORMATION
a
,•
'�tTi�3=j[�T,7T_LTIZL7
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HC- - HC-
YearBlt:
1988
Frame:
Grade:
C- - C-
EffYrBlt:
1988
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
STD
1/213ath:
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
3CNT - 3CNT
S 1
1 AV AV
1988 1 0100-SF Res
BI -Front Ft
79
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
131
http://www.paslc.org/prc.asp?prclid=130281000840009 2/8/2012
Property Appraiser - St.Lucie — inty, FL
Page 1 of 1
PROPERTY RECORD CARD
Kim K Gift Record: 1 of 1
—Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
0o�y�
Site Address: 7407 KENWOOD RD
ParcellD: 1302-810-0084-000-9
Sec/Town/Range: 02 :34S :39E
y�a�03cit
Account #: 3940
Map ID: 13/02S
Land Use: SF Res
Zoning: RS-4
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner: Kim K Gift
LAKEWOOD PARK ADDITION NO 1- BLKD LOT 9 (OR 1613-2247)
Address: 7407 Kenwood Rd
Fort Pierce FL 34951-2415
Sales Information
Assessment 2011 Final Total Land and Building
Date Price Code Deed
Book/Page 2011 Final: 71200 Land Value: 5100 Acres: 0.24
11/15/2002 112500 00 WD
1613 / 2247 Assessed: 71200 Building Value: 66100
4/1/1988 66000 00 CV
0583 / 2412 Ag.Credit: 0 Finished Area: 1463 SgFt
Exempt: 46200
Taxable: 25000
Taxes: 675.66
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HC- - HC-
YearBlt:
1988
Frame:
Grade:
C- - C-
EffYrBlt:
1988
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
STD
1/213ath:
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
3CNT - 3CNT
S 1
1 AV AV
1988 1 0100-SF Res
BI -Front Ft
79
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
131
http://www.paslc.org/prc.asp?prclid=130281000840009 2/8/2012