HomeMy WebLinkAboutSUBMITTED PAPERSDATE� PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
COUNTY- BUILDING & CODE REGULATIONS DIVISI%N,,,
F L� 0 V�L D A 2300 Virginia Avenue
Fort Pierce, FL 34982 NED
(772) 462-1553 13),
tOe cour?t
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
')r
I LOCATION/SITE ADDRESS: 6a C A4,1 d k 0 e-
2. PARCEL ID NUMBER: r - 603 - 0/,-& -600 -
. _�6 d
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: C.
4. TYPE OF STRU
V-1, MOBILE HOME
5. OWNERS INFORMATION 6.
N a in e: oe/.) &"-'j 4 S'-
Address: 166 /7&,*7 4r.
City: f1V1:"P'-e1Ze_ —State: /E7
Zip: Phone: 27
'e?
OTHER
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: 4 5-'a
Phone Number: 772- - 44'..' -0;;;'
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 )L), -7
_q_j
�1
i -w
�C_ ize
7. VALUE OF CONSTRUCTION: $ /Cuoz FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
comRLj�uwe with all ficable laws regulating\onstruction and zoning.
PRINT QUALIFIERS/OWNERS NAME �IGNATURE OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF 5�L AAA-f.,d (_ ,
—_ T(,,,—DAYOF—JVP 20J -BY.
ACKNOWLEDGED BEFORE ME THIS _Z UY, r H40 Y1 NS—P—E NALLY KNO 0 ME OR WHO
HASPRODUCED AS IDENTIFICATION.
rrvi I V, i
L 0
L ejo
S4GNATURE OF NCl/ARY TYPE OR PRINTNAME OF AOTARY Dc=',��-; 17,2�14
)-&'0-3-1WARY pl`lerr CIO.
TITLE: NOTARY PUBLIC COMMISSION NUMBER �el' V LA.V%'r.V�A
NOTI CE TO OMER YOUR FA1 LURE TO REOCRD A NOTI CE CF OC"JENCEIVENT IVAY RESULT I N YOUR PAM NG
MIAMI- FILE'COPY MIAMI-DADE COUNTY
6WM&Q= PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNQ 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.miamidade.gov/building
DAB Door Company, Inc.
12195 NW 9816 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 BNC -Product Control
Section to be used in Miami Dade County and other areas where allowed by the Autbotity 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 bave 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 824/811 Steel Sectional Garage Door 16'-2" Wide x 16'-
01' 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 I through 5 of 5, prepared by A]-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 IWACT 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 thejob site at the request of the Building Official.
This NOA revises NOA # 10-0216.04 and consists of this page I 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
Expiration Date: July 21, 2015
Approva I Date: June 02, 2011
Page I
,/, I /I/
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 A]-
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. RETI-07-4200, dated 05/02/07,
s igned 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-1 I -T1 00, dated
0 1 /2 1 /11, signed and seal ed 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 HurricaneEngineering & Testing Inc, Report No. HETI 03-TO78, 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. Utrera, P.E.
Product Control Examiner
NOA No. 11-0414.12
Expiration Date: July 21,2015
Approval Date: June 02,2011
E - I
DAB Door ComyagL 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 # 09-012& 02"
D. QUALITY ASSURANCE
I . 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
Insulfbarn 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
01/11/12.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-C I Polyisocyanurate insulation, approved on 06/07/07 and expiring on
01/11/12.
"Subm�tted under NOA # 05-0228.02 "
1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
A SIM G 155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-AO02, 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-T25 1, dated 11 /29/04
signed and sealed by 1. Ghia, P.E.
3. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAO 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,
Carlos M. Wrer"a, P.E.
Product Control Examiner
NOA No. 11-0414.12
Expiration Date: Jul� 21, 2015
Approva I Date: June 02, 2011
E -2
7-1/2- X 3- X .071-
0 GAVV. STEEL END ROLLER
W/ (6) 114 X 5/8- SMS
L7-1/2' X 2-1le X 1 8 GA.
STEEL CENTER AGE
W/ (4) 014 X 5/a- sms
LOCK
2/ DOOR
4; 11 . �.15 T.H R
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W1 (4) #14 X 1/2- S.M.&
5/8 ' MIN. LOCK ENGAGEMENT CONFORMS TO
FOC 1012 REGARDING GAPArE DOORS
.158 DIA.
J�
MIN ?
2-3/4-W X 5-5/8-H X .090-
STEEL PLATE, 1-3/8-
WITH (3) 014 X
SELF DRILLING SC
DOOR
HEIGHT
CONSISTS OF
5'-S'
7-
2 SECTIONS 19'12 SECTIONS 21"
r I
I SECTION 18' 3 SECTIONS 21�
r
i SECTIONS 21'
-
r-e"
s SECTIONS 18"
7'--g'
4 SECTORS is"
i SECTION 21"
S'
3 SOCTIONS 15"
2 SECTIONS 21
8, -3-
2 SECTORS 8-
3 SECTIONS 21-
'_r
.1 SECTION 18'
4 SECTIONS 21'
5 SECTIONS 21*
-
W
6 SECTORS 18"
-
9'-3*
5 SECTIONS 18"
1 SECTION 21'
g'-S*
4 SECTIONS Ir
2 SECTIONS 21"
g'-S*
3 SECTIONS 18"
3 SECTIONS 21'
E8'-g'
IV
2 SECTORS le
4 SECTIONS 21"
10'-3"
1 SECTION Is'
5 SECTIONS 21-1
10'-W
0 SECTIONS 21"
-
1 .",
6 SECTIONS 18*
1 SECTION 21m
5 SECTORS 18"
2 SECTIONS 21"
iil-r
4 swTioNs is'
a secrONS 21'
11'-$'
3 SECTORS 18"
4 SECTIONS 21'
1 l'-V
2 SECTIONS 18*
6 SECTIONS 21'
12o
1 SECTIONS 18"
6 SECTIONS 21'
12*-3"
7 SECTIONS 21'
-
12'-r
8 SECTIONS 16'
2 SM71ONS 21'
12'-0'
5 SECTORS 18'13
SECTIONS 21"
13'
4 SECTIONS I r
4 SECTIONS 21 "1
13'-r
3 SECTIONS 18"
5 SECTIONS 21 '
13--e
2 SECTIONS 18
SECTIONS 1.
6 21
13 '-Q'
I SECTION 18'
7 SECTIONS 21"
14'
8 SECTIONS 21
-
le-3'
5 SECTIONS 18'
3 SECTIONS 21"
14'-S"
5 SECTIONS 18"
4 SECTIONS 21'
14'-r
4 SECTORS IS,
21"
SECTIONS I
15'
3 SECTIONS-18*
6 SECTIONS 21"
IV-3"
2 SECTIONS Is-
7 SECTIONS 2! -
tfi'�Sw
I SECTION is"
18 S__ 2,
lW-Q*
9 SECTIONS 21*
1-
is,
a ia-14
SECTIONS 21�
s'
BRACKET BRrACKEIT
_ '-T M "'0
STD. LIFT DOOR LOW HEADROOM
PT
DOOR OPTION
;X"3-1/8- X DID-
,L)AITE
WITH (4) f14 X 3/4- SDS
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 IAEWER
FASTENED TO END STILE WITH
(6) 014 X 3/4' SELF DRILLING SCREWS
TO BE INSTALLED AT
ANY CENTER SnLE
SEE SHEET 3 FOR TOP BRACKET OPTIONS
CENTER STILE
OUTSIDE
HANDLE rENDUSTILE
L.0 I, . IDES
'.S�. ON END STILE
WITH (4) #14 X 5/8- SMS
.18T X .6W LOCK BAR
*IENGAGES IN TRACK
ON EACH SIDE OF DOOR
CENTER STILES
OPTIONA
OUTSIDE KEYED I QQE
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
IT
a,-O' 70 9'_I.�
DOOR WIDTHS
I0'-G' To
DOOR WIDTHS
1101,11
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INSIDE ELEVATIO
RAISED PANEL LMBOSSED DOOR
FZ -,RODUCT IS RATED FOR LARGE MI
SCHEDULE W
CENTER SIKE CONFIGURATION
ODOR WIDTHS I III OF CENTER STLES
TO 1-10' 2
8;:_505 !V-lei
16 To 1 2
! r-O' 70 islirl 3
14'-W TO IV-10*1 4
rA
I, It
14'-D" TO 1 5 _to,
DOOR WIDTHS
jumpjm�mml C13 fi
n
I .-I I" TO I ll'-2-
DOOR MOTHS DOOR WMIHS
DAB DOORS INC.
H nricane Ma sterO Mod 1 824/811
u 16
Me.. Size 16'-2" X 16.-0' High
With Window Lite Option
DESIGN PRESSURE RATING = + 36.0 PSF
- 44.0 PSF
(L
0.
0
0.
0
Z
4
Z 8
(t) c' 0 1
8 Z
L4
GENERAL NOTES '- I
L THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WFrIl THE
REOUIREMENTS 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 �ATERIAL SHALL BE BEYOND WALL c
DRESSING OR STUCCO. 0
3. ALL BOLTS, NUTS AND WASHERS SMALL BE ZINC PLATED CARBON STEEL. -e
4, ANCHORING OR LOADING CONDITIONS OTHER TRAN THOSE SHOWN IN JI!
THESE DETAILS ARE NOT PART OF THIS APPROVAL
0
5 A LOAD DURATION 14CREASE IS USED 14 DESIGN OF ANCHORS INTO WOOD ONLY.
En9r: JAVAD AHMAD
CML
FLA. PE t 70592
CAM. 538 12
1.5 f
ng
[:102
A
0
A
.055'X 2-1/4"X 3/4"X 2*
CALV. STEEL U.BAR REINFORCING TRUSS
*�
0 90 TTDM OF PANEL TRUSS FASTENED TO
m"'
VERTICAL NMRMEOIATE SYKES W/ TWO
7
5/8'
014 X 5/8' S..S. AND TO END STILE
W/ FOUR 014 X 311V SELF DRILLING S.
,
0
E
i�s—
BOTTOM SEAL
058 ALUM PLATE
WITH I /B- x 1 - S.M.S. 0 48, D.C.
AND RUBBER WEATHERSTRIPPING
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 sk\
rl
1.9' X 2.19" X q3.3* x .090'
STEEELL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
TOP SECTIO
STOP L40ULDING
INSTALLER
111 14 X 5/8- SMS
8 PER HINGE
1/2' X 1-3/4* X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16- POP RIVETS
1 7 " X 2-5/8" X .049' STEEL
N IS STILE. GLUED AND RIVETED
TO PANEL W/ (4) 3/16- RIVEYS
0 14 X 5/8' S.M.S.
4/ HINGE
24 CA, STEEL PANEL
FLAPS SENT OVER PANEL—\
1/2" PUNCHED HOLESJ
0 4* D.C.
3/1 S- POP RIVETS
AT 4" O.C.1
(6) FOR 21 - STILES
(5) FOR 18" STYLES
014 X 3/4- SELF DRILLING SCREWS CAN BE USED
IN LIEU OF #14 X 5/8- SMS.
='&2� 11 2-1/2 " X .049- STEEL
CONNECT TO PANELS WITH
FFSLEAEps,,ATN,LD (0SX)NOER (6) 3/16" ALum RNm
I p
'0 '*E�
EDGE
STILE I v.024" STL. PANEL
OUTSIDE OF
SOLID BRASS DOOR VIEW
BY 'SCHLAGE SECURITY HARftARE'
INSTMIED IN 9/16- DK. HOLES IN CENTER STILE
POSMONED AT EYE LEVEL
ANCHORS
3/8' DIA. POWER —
A) 2- MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2* MIN. EDGE DISTANCE
8) 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 f'c - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Viri - 20DO PSI MIN.
ANCHOR TYPE A OR 9
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
7-1/2* X!�-O50' 1/4-20 SS BOLT
GALV. STEEL INTERIOR SIDE 7 2' X .071- a, NUT
STED TRACK CENTER HINGE END RDLLER HINGE
LER GE
14 GA. X 2-1/8- X 1- (STANDARD)
12 CA X 3-5/16- X 1-1/2- (OPTIONAL) 7/8" PUSHNUT 1.82 - DLA. o X .50- STEEL ROLLERS (S.TD.)�
.T.M:SLrS
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82' OkA. X .50' PLASTIC ROLLERS (OPTIONAL)
CIVIL
FLA. PE 70592
W/ Id4 2ED X 5/0' TRUSS HD.
2.75' DmL X .50* STEEL ROLLERS (OPTIONAL)
Tr M.S. & LOCK NUT
LC�
SECTION B—
WfTH 4-1/4- STEM
m 40,W]
z
0
0 a
0 G1 a
IL
M 0 9
0 8
cy m 0.
0 CL
() .3
u�
V� A.
o' cl .1
0 3ii 6
0
-j
rowing no.
02-21
2'
/POP RIVETS 5/16- X 1-5/8 LAG SCREWS ORR
2-3/4" X 5-1/2" X 3" X .104" 5/16- SLIENETVOE WONOCO 0 S
'ALV. STEEL WITH 1-1/4' EMBED INTO MASONRYN
C
P
TOP ROLLER BRACKET 3 PER BRACKET
T 0 R 0 L 'ER
F A ST E N E D W (6) 111 14 X 5/8' S.M.S.
GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2- X 4-1/4- X 13 GA. STEEL PLATES
SLIDE FA .
W W /16-18 XN3/4- HEX HEAD WELDED TO 1-1/2" X 1-1/2" X 14 C.A. ANGLE
C. X urs. FASTENED TO TRACK
SC.
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTION-)
LOW HEADROOM DOOR
IZ.TAL
7 HORIZON A REINFORCEMENT
X 1
1/2* X T1-L3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WTH 2' X 5-1/2" X .104'
(2) .3/16- POP RIVETS
GALV. STEEL
FASTENED 14 X 5/8' S.M.S.
ROLLER BRACKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION
1/2- X 1-3/4- X .0580 FORMED STEEL
GLUED TO PANEL AND FASTENED TO
STILES WITH
(2) 3/16" POP RIVETS
&VERTICAL
5/16- MEETING RIB
PLASTIC/STEEL ROLLERS
Olt
1.82' w
DIA' X - Q S2
wj .44 OWL X 4-1/4- STEM = w
OPTIONAL INSULATIONS:
IV
EPS-EXPANOED POLYSTYRENE
DENSITY = 1.05 PCF
N OA #07-1107 .08
oi
ISO-25 POLY-ISOCYANURATE
DENSiTY = 2.0 PCF
N.OA #07-0301.10
.. .... ... OR
_7
.... DENSITY = 0.92 PC
N.O.A. #07-lOiB.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (5) # 14 X 5/8- SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) 111 14 X 5/8' SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8- X 1- S.M.S. 0 48- D.C.
SECTION A- AND RUBBER WEATHERSTRIPPING
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SU
CENTER SUPPORT REQD. ON
EXREEDING 6 FF. IN I
A
A
TRACK LENGTH = OPENING HEIGHT PLUS
14 GOL GALV. STEEL TRACK
2 X 2 X 1/8- HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
ym,H TWO WELDS AT 1 -1/2- APART
FIRST AT 3" D.C.
CONNECTED TO FLAG REST AT 9" O.C. —7
.�RACVLET AN..LE
W1 3/8-16 X 3/ . T I, . T
AND TO SPRING �InOGLUIDE WITH
(2) 1/4-20 X 5, / . NUT
VERTTCAL TRACK
2-1/8 X I- X .080-
SECTION A —A
DOOR
- SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1 ST 12ND
3RD
4TH
5TH
81
B2
B.3
B4
B5
B6
88
6'-0'
_LB:_LB�
18*
18*
N/A
1"
11-3/4'
23"
34'
45"
56"
67"
-
6'-6-
21'
18'
1 B';_
N/A
1 '
11-3/4"
23"
34"
45*
56"
rB7
67'
-
7; 0-
W
Fi=IN/A
1'
11-3/4"
-23"
34*
45*
56"
617*
7'-B'
18'
18'
18WT8
F
18
1
11-3/4'
23'
34"
45"
56*
67"
78-1/4"
8,_O,,
21m
JSN
18�
18.
�1:1
1:
11-3/4"
23"
3 4"
45"
56'
67'
78�
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" D.C.
1.V X 2.tg" X 3.3* X .090*
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
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MAILABLE TRAC
Engr. JAVAD AHMAD
CIVIL
FLA. PE
C V592
AN. a
c_-
I/ bi I drawing no.
02-21 1
L
T 1-1/2- MIN.
E DIST.
I- .
. 8
.31
2 /4' DIA. LAC SCREWS
1 211Y
%D B��,� —AT 6", FROM ENDS WOOD
I I AND 5" O.0 MAX .
WOOD FRAME BUILDING
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID By NOT LESS THAN
(3) 2X8 PRESSURE TREATED GRADE 2 SYP OR OMER
WOOD STUDS.
STUD WALLS TO BE OONT. FROM FOOTING TO TIE BEAM
E14GINEER OF RECORD To VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASON
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2XO SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/
16!"OULTRACON BY 'ELCO' WITH SPACING OF
C. IWO BLOCK WALL. WffH 2-1/4' MIN. EMBED
13- OE INTO 3OW PSI CONCRETE. WITH 1-3/4- MIN. EMBED
2-1/2* MIN. EDGE DISTANCE
I/ TAPPER BY 'POWERS' WITH SPACING OF
1 1 D.C. INTO BLOCK WALL, WITH 1-1/2- MIN. EMBED
13' D.C. INTO 3ODD PSI CONCRETE, WITH 1-3/4- MIN. EM13ED
3" MIN. EDGE DISTANCE
3/8- CONFLEX BY 'ELCO' OR
3/8- LOT BY 'ITW' WITH SPACING or
2�- 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, D.C. INTO BLOCK WALL. WITH 1-1/4- MIN. EMBED. 4- MIN. EDGE DIST.
15* D.C. INTO 300D 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 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
1/4' OLA. LAG SCREWS
AT 6" FROM ENDS
AND 15" O.C. MAX.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSrEM
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CONCRETE f'c = 3000 PSI MIN. OR 0
5/16- DIA. BOLTS -90 GROUT FILLED BLOCK f. - 2000 PSI MIN.
0 z
WITH WASHER & NUT 8
AT 12" D.C. MAX. EDGE DIST.
A 2E H
ANCHOR SPAC14G
ANCHORS
I STRUCTURE
I EMBED
IS
3/8- HLC SLEEVE BY -HILII
GONG
G
1-1 4
1.
2-
3 8 HLC LEEVE BY HILTI'
FILLED BLOCK
8.
IV
LT By ITW
CONC.
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2-1/2-
=1 BY
GG,
1 1 2-
3-3 4
POW
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8.
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3.
I �Nl�.4' X 2-,�d2' X 14 CA
C ------
STEEL GLE
1 _ 1/2.
12 GA. GALV. STEEL
FLAT BRACKETS ±3' LONG
9L
AT 12' D.C. IN DOOR OPNG.
AT 18* D.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
2-1�13S X 1" X 14 GA.
�FASTENED
. . TEEL TRACK
TO TRACK PLATES
W/ -20X5/8" TRUSS HD.
SLOT%1/4
. S. & LOCK NUT
ALTERNATE TRACK
INSTALLATION
CIVIL
ILA- PFU,,70592
C.._M 38
PROIDUCTREV"M
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1 02-21 1
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DOOR PANEL
24 GA, (.024) STEEL MIN.
7/16- DIN. WASHER
#B X 3/4" SMS
0 3/8' FROM ENDS
AND 7" 0 c. MAX.
(4) #8 X .3/4- SMS
el -3/8- FROM ENDS
AND 6-1/2" O.C. MAX.
.175 X AM DEEP
ORDOVE
r POILYCARDONATE LEYM
SAERC 1840VATK PLASTICS
HOA 0011-0305.02.
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4- SMS
* 1-3/8" FROM ENDS
---ANO 6-1/2" O-C . MAX.
X 3/4" SMS
0 3/8" FROM ENDS
AND 7" D.C. MAX.
7/16- O[A. WASHER
DOO R PANEL
24 GA. (.024) STEEL MIN.
PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EIADENCE PAGE
UTES IN ANY LOCATION
21 3/4-
MAX.
WOW. WIDTH
18 1/8"
c;
MAX.
D.LO
500-
i , ,
z P
0
La
1.725
1.765
uj
1,144
L
T 1 00 In
.176 .600 - Cf 0: w m
0 0.
0 'a
EXTERIOR FRAM INTERIOR FRAM I m 0
IGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
wo
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INSIDE ELEVATION c
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
Mal
#8 X 3/4' SMS I ] L
3/8' FROM ENDS-, .175 X .062 DEEP
0 rROUVE
AND 4-1/2* O.C. MAX. I MEWN
0
--- -- -----------
Er4r: 4A�AP AHMAD
0-ft
IIA PE �92
c�
D R PANELI EXTERIOR
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Do
24 Gk (.024) STEEL MIN. 15/15- MIN. D.L. OPIG. i:ng:;:�
GLAZING BITE WINDOW WIDTH , 4A0'8 2011 r�O2
Property Appraiser - St.Lucie C ity, FL
Page I of 1
PROPERTY RECORD CARD
Edward R Eichin Record: 1 of 2
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
\%IE
Site Address: 6106 Buchanan Dr
ParcelID:
3402-603-0146-000-9 .j_
Sec/Town/Range: 11:36S:40E
C, M-d—
Account #: 36677
Map ID: 34/11S
Land Use:
SIF Res
Zoning: RS-3
City/Cnty:
St Lucie County
Ownership and Mailing
Legal Description
Owner: Edward R Eichin Sherry S Eichin
INDIAN RIVER ESTATES -UNIT 02- BLK 11 W 100 FT OF S 52 FT OF
Address: 6106 Buchanan Dr
LOT 21 AND W 100 FT OF LOT 22 (MAP34/1 1 S
Fort Pierce FL 34982-3213
More...
Sales Information
Assessment 2011 Final Total Land and Building
Date Price Code Deed
Book/Page
2011 Final: 68700 Land Value: 11500 Acres: 0.35
10/4/1996 74000 00 WD
1039/2144
Assessed: 68700 Building Value: 57200
5/29/1992 68000 00 WD
0793/2884
Ag.Credit: 0 Finished Area: 1545 SqFt
4/1/1983 9000 01 Cv
0400/2694
Exempt:
Taxable:
Taxes: 1397.75
BUILDING INFORMATION
Ur
Exterior Features
View:
RoofCover:
FS - FibrgIss Shg
RoofStruct:
HP - Hip
ExtType:
HC- - HC-
YearBlt:
1983
Frame:
Grade:
C_ - C_
EffYrBIti
1983
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 - I Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmlntWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
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.
YrBIt
No. Land Use
Type
Measure Depth
DWC - Driv-Concret
Y 1
400
AV AV
1983
1 0100-SF Res
BCS -Front Ft
151 100
FEN4 - CHAINLINK4'
Y 1
150
AV AV
1983
FNV3 - VINYLFENCET y 1
54
AV AV
2000
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/prc.asp?prclid=340260301460009 1/13/2012