HomeMy WebLinkAboutSUBMITTED PAPERSbee Rd
�� 2(77 )461- 729
(772)461-0729
F. Pi-, FI 34947
Permit Number•
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue SCANNED
Fort Pierce, FL 34982
772-462-1553 St. Lucia County
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 5 3
1. LOCATION/SITE ADDRESS: 69 e c oiMIuIvoe-a lik C-�
2. PARCEL ID NUMBER: 14 H— o I— b i 3) 0 o 6- 6
II SECT L I q I TWP I S i S I RNG I q b E- I MAP
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
a ro qt, c6 vv- -t-6 ':FL J� otG- ao 16
4. T PE OF STRUCTURE: SFR M.OBILE
5. OWNERS INFORMATION AA 6.
Name: �nq�dSOn i_PpA 61 /60rje ro'
Address: BU C6Ht�u,�vseGf A 0-4-
City: ��► I'(�i� ('� - State: �L
Zip: _ Phone: 102 yW9$I_
ZNG I �n S_l' I LU I 1 / 1 I I INrI' (� p, ' ►, ,�
vice- out- a Ili ' x -7
06d e
E OTHER
CONTRACTOR'S INFORMATION
FL keg/Cert #:
CountyCert #:
Business Name: 6a'-40t le.", Soks.
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product A roval #
pp
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
r
-P A 6
F 2-LI
RC Git f�`2
C- Size r :i
7. VALUE OF CONSTRUCTION: $ w 1 U
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
comp'lance with all applicable laws regulatin onstruction and zoning.
PRINT QUALIFIERS/OWNERS NAME SIGNATURE F QUALIFIER/OWNER .
SPATE W FLORIEDGED B COUNTY ] r'`�'' l J -WHO IS PERSO ALLY KNOWN TO OR WIIO
ACKNOWLEDGED BEFORE ME]HIS
IIIS / DAY OF 20 L3 , BY r
HAS PRODUCED AS IDENTIFICAT N.
<;o u/�n L,�������
�OF TYPE OR PRINT NAME OVQ
RY
TITLE: NOTARY PUBLIC
Property Appraiser - St.Lucie County, FL
Page 1 of 1
Don G Donaldson Record: 1 of 1
Property Identification
t
Site Address:
138 Commonwealth Ct
Secrrown/Range:
14 :34S :40E
Map ID:
14/14S
Zoning:
RS-4
Ownership and Mailing
Owner: Don G Donaldson Barbara A Donaldson
Address: 138 Commonwealth Ct
Sales Information
Date Price
11/28/1993 170000
9/1 /1976 18000
Fort Pierce FL 34949-8306
Code Deed
00 WD
01 CV
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt
ParcellD: 1414-701-0132-000-0
Account #: 7537
Use Type: SF Res
City/Cnty: St Lucie County
Taxes Exemptions Permits Home Print
VUCIE"00
�.__._s
Legal Description
QUEENS COVE -UNIT 1- BLK 14 LOT L(OR 874-2565)
Assessment 2012
Book/Page
2012 Final:
274500
0874/2565
Assessed:
244327
0258 / 0140
Ag.Credit:
0
Exempt:
50000
Taxable:
194327
Taxes:
4125.77
BUILDING
INFORMATION
Total Land and Building
Land Value: 181000 Acres: 0.23
Building Value: , 93500
Finished Area: 2532 SgFt
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
GA - Gable
ExtType:
HC - HC
YearBlt:
1978
Frame:
Grade:
C - C
EffYrBlt:
1978
PrimeWall:
WS - Wood/Sheath
StoryHght:
0020 - 2 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
4
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
3
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
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
Qua].
Cond.
YrBlt.
No. Use Type
Type
Measure Depth
DOK2 - WOOD DOCK
Y
1
290
AV
AV
1996
1 0100-SF Res
CIUA-Front Ft
100 100
SWAV - RES POOL AVG
Y
1
392
AV
AV
1978
PA01 - POOL DK-AVG
Y
1
544
AV
AV
1978
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.
http://www.paslc.org/paslc/Prc.asp?prclid=141470101320000 5/31 /2013
`MIAMbDADE`;°1 MIAMI-DAdI; COUNTY
'ItOlb; CT CONTROL SECTION
DEPARTMENT -OF PERMITTING, ENVIRONMENT, AND REGUI SiO_ RY (_ 6' 11805, �26,Street, Room 208
AFFAIRS (PERA) c M�ami,�Etarida 33175-2474
HOARD AND CODE ADMINISTRATION DIVISION T (786) 3-25901 &F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidRde;eovbHra/
DAB Door Company, Inc.
12195 NW 98'h Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product
Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dadp County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161-
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 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 ofNOA.
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-0lfcial.
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
rttartanane COUNTY Expiration Date: July 21, 2015
/ Approval Date: March 1, 2012
Page 1
DAB Door Company, Inc.
i
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-I1-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # OS-0217.02"
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, 'Pest Report No. 258592, dated 08/1-7/1998,
signed by W. A. Jackson, P.E.
__ f2�ZLrZd,2
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
DAB Door Comuanv, 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-Cl 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.
p 2Z ;012
C rlos M. Utrera, P.E.
Product Control Examiner
NOA No.12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
15 THK. LATCH
BOLT LOCK (BOTH SIDES)
X 1/2" S.M.S.
'EMENT CONFORMS TO
GARAGE DOORS
r
v
u�m�:ir m
0
BRACKET BRACKET
rD. LIFr DOOR LOW HEADROOM
AL # of DOOR OPTION
BARS AT
3H DOOR 7-7/8" X 3-1 /8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SIDS
3
2
5
�+ickl=n o7il r
n
Ll
lAlE
7ml
1
wl"
7LJA.M
AMIAIU
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L
'
Lail
U�ml
in
V MIA
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IA
I =01 Fn- I
I 7L�=7-Jl
OPTIONAL VENTS OPTIONAL FLUSH FACE
(3) 5" WIDE AT 7" D.C. MAX. WOOD GRAIN DESIGN L - A
OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH
END STILE
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 STILES
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
8'-0" TO 9'-10"
10'--0" TO 11'-10"
DOOR WIDTHS
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
SCHM1 H F 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO 9'-10,
2
10'-0" TO 11'-10"
2
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11" TO ie'-2"
5
1.
2.
3.
4.
5.
14'-0" TO 15'-10"
DOOR WIDTHS
DAB DOORS Il
Hurricane Maste
Max. Size 16'—:
With Window Lit
DESIGN PRESSURE "'DTI
GENERAL NOTES
THIS PRODUCT HAS BEEN DESIGNED AND TEST
REQUIREMENTS OF THE FLORIDA BUILDING CODE
HIGH VELOCITY HURRICANE ZONE.
ANCHORS SHALL BE AS LISTED, SPACED
ANCHOR EMBEDMENT TO BASE MATERIAL S
DRESSING OR STUCCO.
ALL BOLTS, NUTS AND WASHERS SHALL BE ZIN
ANCHORING OR LOADING CONDITIONS OTHER
THESE DETAILS ARE NOT PART OF THIS APPROVAL
A LOAD DURATION. INCREAS)~ IS USED IN DESIGN OF
Engr: ' AAW AH AD
CIVIL• Pjtl
FLA. PE -# 70502 C
C.A.N. 3538 Htd
SCETION 5
SCETION 4
SCEFION 3
SCETION 2
SCETION 1
—On
SCETION 6
SCETION 5
SCET10N 4
SCETION 3
SCETION 2
SCETTON 1
'-3"
5 SECTION -DOOR
HEIGHT RANGE 8'-3" TO 8'-9-
(4) U—BARS
B SECTION DOOR
HEIGHT RANGE 10'-8"
(5) U—BARS
UMPIUN 5
SCETION 4
SCETION 3
SCETION 2
SCETION 1
SCETION 9
SCETION 8
SCETION 7
SCETION 6
SCETION 5
SCETION 4
SCETION 3
SCETION 2
SCETION 1
SCE110N 10
SCETION 9
SCETION 8
SCETION 7
SCETION 6
SCETION 5
SCETION 4
SCETION 3
SCETION 2
.8 SECTION DOOR
HEIGHT RANGE 12'-0" TO 13'-3-
(5) U—BARS
9 SECTION DOOR
HEIGHT RANGE 14'-3" TO 15'-9'
(8) U—BARS
A®� e
• y��I.h
ELM
8 SECTION DOOI
HEIGHT RANGE 13'-8" TO
(6) U—BARS
Engr:. JAVAI AHMA.D,
CIVIL,
FLA. T'E #. 70592
C.A.N. V313, $u31d
'4" X 2"
4FORCING TRUSS
RUSS FASTENED TO
STILES W/ TWO
) TO END STILE
SELF DRILLING S.
1/2" X 1-3/4" X 16 GA.
OPEN TUBE
0 TOP & BOTTOM
OF EACH PANEL
S.M.S. 0 48" O.C.
ATHERSTRIPPING
IN.
=L
2-1/4" X 3/4" X 2-
:EL U.BAR REINFORCING TRUSS
STENED TO VERTICAL INTERMEDIATE STILES
14 X 5/8" S.M.S. AND TO END STILE
# 14 X 3/4" SELF DRILLING SCR.
INERIVIEDIATE SECTIOUS
REINFORCING
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
#14 X 5/8" SMS
6 PER HINGE
Lr1/2" PUNCHED HOLES)
® 4" O.C.
USE REINFORCING 'U' BAR ATTOP Fl- 0.
FFOURSSETION CTIONONLY DOO ST
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21" STILES'
(5) FOR 1 B" STILES
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" SELS DRILLING SCR.
TOP SECTION
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS POP RIVETS
# 14 X 5/8" S.M.S.
r 4/ HINGE
7-t/." x^To5o" I INTERIOR SIDE
3/4" X 2" X 2-1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
EDGE
o I
1-*3./16j�
\y • ..6..
SOLID BRASS Doc
BY 'SCHLAGE S; ' RIT
INSTALLED IN 9/16" D . �101
POSITIONED AT E'
u O'POWERS'
2f' MIN.OE BED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
Engr: WW A14VAP
OIVIL' PR0
I FI.A. PE t 70592 ' a
1/4-20 SS BOLT C.A;N``,SF; lBt�ih
.. " .. k MIT IT i �
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
`-(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
ONTAL REINFORCEMENT
X 1-3/4" X .058" FORMED STEEL
) TO PANEL AND FASTENED TO
:AL STILES WITH 2' X 5-1/2 X .104"
/16" POP RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
IZONTAL REINFORCEMENT
' X 1-3/4" X .058" FORMED STEEL
3D TO PANEL AND FASTENED TO
rICAL STILES WITH
3/16" POP RIVETS
" MEETING RIB
0
DIA. X .50" STEEL ROLLERS
w
.44 DIA. X 5" STEM
z Ej
c�
ONAL INSULATIONS:
zcr
z 0
DYPLAST PRODUCTS LLC'
o 0
-EXPANDED POLYSTYRENE
31TY = 1.05 PCF
N. #07-1107.08
•25 POLY—ISOCYANURATE
3ITY = 2.0 PCF
%. #07-0301.10
INSULFOAM LLC' .
3ITY = 0.92 PCF
1. #07-1016.07
:A. GALV. STEEL
.ER HINGES FASTENED
(6) # 14 X 5/8" SMS
.024" ROLL FORMED STEEL PANEL
WING QUALITY G-40
YIELD STRENGTH = 39 KSI
I PRIMER AND BAKED --ON
YSTER PAINTED TOP COAT
LIED TO BOTH SIDES OF STEEL
3A. GALV. STEEL
EOM BRACKET FASTENED
(4) # 14 X 5/8" SMS
I SEAL
LUM PLATE
/8" X 1" S.M.S. 0 48" O.C.
10000 UICATurmcrotf]I111."^
/ / HORIZ. TRACK LENGTH = OPENING HEIGHT
14 GA. GALV. STEEL TRACK
12"
VERTICAL T
2-1/8" X 1" X
DOOR
* SECTION HEIGHTS
BRACKET PU
HEIGHT
1ST
2ND
3R0
4TH
5TH
B1
82
133
84
6'-0"
18"
18"
18"
18"
N/A
1 "
11-3/4"
23"
34"
6'-0"
21"
18"
18"
21"
N/A
1"
11-3/4"
23"
34"
7'-0"
21"
21"
21"
21"
N/A
•1"
11-3/411
23"
34"
7•--6"
18"
18"
18"
18"
18"
1"
11--3/4"
23"
34"
21"
1"
11-3/4"
23" 1
34"
CEMENT
85
45"
45"
45"
45"
*—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS .
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
m 2-3/18" HIGH
CONNECTED TO TRACK WITH
1/4" BOLTS & NUTS.
m
o�
m
M
m
ONO r..
m
.TRACK CONFIGURATION
111.11tommi
4M.LM3. EK OP710NS
Erayr:' JAS/AD. A�i�b pRl
FLA. PE` #' 70592 is c
• C.A.�l. 3538 $t�
i • `' Am
it
1/4" DIA. LAG SCRE%
SAT 6" FROM ENDS
AND 11 " O.C. MAX.
�� •
BY DAB DOORS)
5 THAN
SYP OR BETTER
•ING TO TIE BEAM.
)UACY OF THE
MASONRY
STEEL ANGLE TO PRESSURE
I SHALL BE ANCHORED TO
( WALL OR CONC, COLUMN WITH
NG OF
/4" MIN. EMBED
H 1-3/4" MIN. EMBED
ING OF
I" MIN. EMBED
'H 1-3/4" MIN. EMBED
ITH 2-1/2" MIN. EMBED
"ING OF
/4" MIN. EMBED, 4" MIN. EDGE DIST.
ITH 1-1/4" MIN. EMBED AND
1 /4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 11" O.C. MAX.
5/16" X 1-5/8-
LAG SCREWS
AT 11" O.C.
1-1/2"
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA, BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
1-1. 4" X 2-1/2" X 14 GA
CON STEEL ANGLE
12 GA. 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 WELDS AT EACH SIDE
ANCHOR SPACI! ,_
ANCHORS
STRUCTURE
EM
3 8 HLC SLEEVE BY HILTI
CONC.
1-1
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1
3 8" DYNABOLT BY 'ITW
CONC.
1--1
1 2" DYNABOLT BY 'ITW'
FILLED BLOCK
1-7
3 $ POWER —BOLT BY 'POWERS
CONC.
2
3 $ SLEEVE —ALL BY 'SIMPSONS
CONC.
1--1
CONCRETE f'c = 3000
C-90 GROUT FILLED BL
1-1/2"
2-1/8- X 1" X 14 GA.
GAL . STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-2OX5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
ALTERMAIE TRACK INSTALLATION
Eng. JAV.A0.. AHMAO .
CIVIL PRO
F A1. A. `S 8P� , 71592
DIA. WASHER
#8 X 3/4" SMS
—0 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
..175 X .062 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-0305.02.
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
-® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
#8 X 3/4" SMS
�- 0 3/8" FROM ENDS
AND 7" O.C. MAX.
/16" DIA. WASHER
d•
IIVJIUt C.LtVAIIUIV
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
#8 X 3/4" SMS C
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
�! 1
-------------
_ :'-:___ �:':_.........
Mgr: JAVAD AHMAD
CIVIL , PROI
FLA. P 70592 ON OOI
C.A;'. 53R BW&d