HomeMy WebLinkAboutSUBMITTED PAPERSJ I l L
DATE: �.. roPERMIT ER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
a BUILDING & CODE REGULATIONS DIVISION
• 2300 Virginia Avenue
Fort Pierce, FL 34982 �i✓q�
(772) 462-1553C7
APPLICATION FOR REPLACEMENT OF S� C UCie �o�n
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS ty
1. LOCATION/SITE ADDRESS: OL\ C) RA
2. PARCEL ID NUMBER: a - C) 2�
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:P� ra r P to �C
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION
Name: VC). C L� FL Reg/Cert #:
Address: �A OLA (?DCx 4 G-c- a. County Cert #:
City: State: Business Name: -C) -f--C) (—LoLmne�
zip: 31kAE\ Phone: q �a 5 - Phone Number:
---
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
t facure
Model
e
l #d
Method of Attachment #
Florida Product Approval #
120 mph
30 mph
40 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
�-1
33..\
-�31a
—
�
��
C�. � c 1� -- -r
er- d Y�.c ` w��1
C- Size
7. VALUE OF CONSTRUCTION: , $ Q Ci �00 FEES DUE:
ItLDrBDIIwiA
owNEws AFFIDAvrr: 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.
�n uA� � o llPr
PRINT QUALIFIERSIOWNERS NAME SIGNATURE OF ALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF S- l L u c
ACKNOWLEDGED BEFORE ME THIS `i DAY.OF f—<— 20 l� BYn\)er M ll e / WHO is P NALLY KNOWN TO R WHO
HAS PRODUCED AS-IDENTIRCWAIION.
� �o;•••.,�% TffANYALEE
MY COMMISSION 9 DD 985525
SIGNA O OTARY s t EXPIRES: April 26, aWE OR PRINT NAME OF NOTARY
r7TF� FLpP�� Bonded Thru Budget Notary Services
TITLE: NOTARY PUBLIC COWGSSIONNUMBER 052) �FSSDS
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
ST. LUCIE COUNTY Vinyl Siding
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE.RECORDING YOUR NOTICE OF COMMENCEMENT
[] Attach 2 copies of the NOA or Florida approval with details to the .product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind. of
structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on
which the building activity is taking place.
2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the.building activity under permit application
4. OWNERS INFORMATION :................................................. Indicate the name and address of the owner ofthe property on which
the product is to be installed. `
5. CONTRACTORS INFORMATION :.................................... Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The, value of construction is. used to
determine the amount ofpermitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with, similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete, and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday..
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
maybe made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
ie5 • I '
,pter 1612, (1)(4) - r`J
id to Printer l Sage to col --putt r] "'u I. ,�->>,.
2.1.4 The live loads set forth herein shall be assumed to include the ordinary impactbut where loadl5a g invalves ' -
actprovision shall be made by increasing the assumed live load.
.,
�3LE 1b09.6(1) GARAGE DOOR AND ROLLIN'G DOOR l�il�!-D LOADS FOR A Bi7YLDYNG'W"dTi�.�-
oF BETGST OF 30 FEET LOCATED )T FX OSM B (pst)
CT ��
AREA.
Basic Wind 5peed'P (mph - 3 second gash
IM
(ft)
height
(ft)
85
96
1D0 i10 12D
33D
14D
i5
Roof A.n;Te 0 -10 degrees
S
8
1D
14
lOS
im •
i0.0
-11.9
-11.4
-1D.7
11.7
11.4
1D,B
-13 3
-12.7
-- .D.I3192.1
14S
14.D
-16.4 175
-15.7 • 17.0,
-19,9
-19•D
2D 9
202
23.6
217
245
23.7
27.7�27
26.6�
.4
-322
-30.8
29.1
32 6
31.6
3D.D
-36.9
-35.4
-33.4
10
14
RDof Angle > 1)
9
16
1 7
7
1 11.4
.10-9.
•-12-9
=122
1
17.3
-145
-13.7
1 15.6
15.2
-179
-16.9
19.1
193
2L6 22 9
20.4 . - 21.8
11 -25.6
243
11 26. 7
25.6
1 -35.2
2B
29.7
-33.1
35.6
4.1
-402
38.D
SL• I Sgnare foot= 0929 M2, l mph= 0.447 mis,1 psf= 47.98 N/mz
*or effecetive mess or wind spends between those given above the Ioad may be.interpolated, otherwise use the Ioad associated with the Iower effective area.
'able values sIkM be adjnst edfor height and exposure Iiy hnnitiplying by adjustment coefficients in, Table 16D9,6(Z):
Ins and miaus signs signify pressures acting toward and away from $ie bnhldmg sail'aMS.
Segative prPS=n ass®e door bas 2 feet of width in buildmg's end zone.
MY-.1609.6(2) ADJUSTYMNT FACTOR,iLt OR BUMDINC• BmmaT AND OS1E7P , (1)
MEANROOF M dGIiT
=0917131;
(feet) ,
g
C
D
15
1.OD
121
1.47
20
•129
1.55
25
1.00
1.35
1.61
30.
1.00
1.40'
1.6
6
35
1:05
1.45
1.
40
1.09
•1.49 '
1.74
45
1.12
.
1.53
1:79
50
1.16
1.56
1.81,
55
60
1.19
1S9
1.84
1.22
R 1 foot= 304.8 mm
II table values shall be-,diusted for other eVDsmes and hefghts by mnihP b the above coefficients,
1 y in g 9
f.i-arms terms • } raey �rsi•€c)r
CycrFhera'isi1P` Bj��'p t' l�'KiGZSCFF f6llr
Ileco�.esCita�i011,C01�(Cgl�exelc a�
tent%5Conhed2%5Cynd�c%...
31612009
z
:_
ISYL11 141 1'
F—
PRODUCT CONTROL
MIAMI-DARE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLEA STREET, SUITE 1603
MIAMI, FLORIDA 33-130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingdode
DAB Door Company, Inc.
12195 NW 98"'-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 VelocityHurricaue Zone.
DESCRIPTION: ' 2'=��?Vide 1 ;' gl� ; teel•5nala':ge_;s�A� / �ad„LxOi�trom
APPROVAL DOCUMENT: Drawing No. 0221, titled "Sectional Garage Door" (Model 824), dated
09/10/02,.with last revision D dated 12/17/08, sheets. 1 through 5 of 5, prepared by Al-Farooq Corporation,
signed and sealed by Humnayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision
stamp.with the Notice of Acceptance number and expiration date byihe Miami -Dade County Product Control
Division..
I&SSILE LMPACT 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.
URAIINATION 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.
ADVERTISEMMNT: 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 recluest of the Building Official.
This NOA revises NOA # 05-0228.02 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.
0.
2
MlAMI•DADE COUNTY qp7prov;a
irZe:
: July 21, 2010
arc ,
Page 1
Da Door Co➢npanV, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 0221, titled "Sectional Garage, Door" (Model 824), dated 09/10/02, with
last revision D dated 12/17/08, sheets 1 through 5 of 5; prepared by Al-Farooq
Corporation, signed and sealed by Humayoun Farooq, 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. UETI 03-1329, dated
07/15103, signed and sealed by -Rafael E. Droz-Sella, 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
10/3.1/03, signed and sealed by Rafael.E. Droz-Sella, P.E.
"Submitted under .NOA # 05-0228.0.211
4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 .of a painted 0-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98,
signed by W. A. Jackson, P.E.
"Submitted under NOA # 03-02X0.04"
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.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 09-0128.02
Expiration Date: July 21, 2010
:,- Approval Date: March 11, 2009
DAB Door'Compamy, Inc.
NOTICE OF ACCEPTA.NCE: 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 AcceptanceNo. 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 04/26/07 and expiring on
08/27/08.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12..
"Submitted under NOA # 05-0228. 0211
5. 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
8. Droz-Seda, P.E.
6. 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.
7. 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 05106104, signed and sealed by 1. L. Doldan, P.E.
F. STATEMENTS
L. Statement letter of code conformance issued by Al-Farooq Corporation, dated
12/05108, 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.
G. OTHER
1. Notice of Acceptance No. 05-0228.02, issued to DAB Door Company, Inc, approved
on 07/21/05 and expiring on 07/21/10.
li
los . U era, P.E.
Product Control Examiner
NOA No. 09-0128.02
Expiration Date: July 21, 2010
Approval Date: March 11, 2009
PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4' X 0.1" ``
7-1/2" X 3" X 071" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER `.. a
GALV. STEEL END ROLLER HINGE FASTENED TO END STILE WITH TO BE INSTALLED AT N
p p O CENTER STILES W/ (6) #14.X 5/8" SMS O (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE - o
�0 7-1/2' X 2-1/4" X 18 GA. I 0
A
m
GALV. STEEL CENTER HINGE O FL W
W/ . (4) #14 X 5/8" SMS SEE SCH. 'A' r --� 1- N
d
- LOCK I Q
2/ DOOR • � � I'� • N o O
G V 'n
� I 0 a
1" W X .15 THK. LATCH i F O' 0 111 m o
__ aQa
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) r I _ + m 0 y o
FASTENED. W/ (4) #14 X 1/2" S.M.S. 1 I B �c o w w 3 i4 N
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO B CI o plazl
a w o
FBC 1012 REGARDING GARAGE DOORS = o d �' z N $L1
Q�
.:158 DIA. GALV. AIRCRAFT TYPE"DOOR
CABLE do MCC -PRESS SLEEVEW/ MIN. 5 TO 1 SAFETY FACTOR
2-3/4"W X 5-5/8"H X .090" THK.
STEEL PLATE, 1-3/8" DEEPWITH
(3) #14 X 3/4"SELF
DRILLING SCREWS
TOTAL # OF
'U' BARS AT
• CONSISTS OF
EACH DOOR
2 SECTIONS 18"
2 SECTIONS 21'
1 SECTION 107
3 SECTIONS4
3
111-�-
SECTIONS 21'
-
-
-
5 SECTIONS 18'4
SECTIONS 18'
1 SECTION'21"
3 SECTIONS 18"
2 SECTIONS 22
SECTIONS 18"
3 SECTIONS 2
1 SECTION 18
4 SECTIONS 21"
8'-9"
5 SECTIONS 21"
- .
9'
6 SECTIONS 18"
-
9'-3'
5 SECTIONS 18'
1 SECTION 21"•
4
9'-6'
4 SECTIONS 18'
2 SECTIONS 21"
W9"
3 SECTIONS 18"
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"
5 SECTIONS 18"
2 SECTIONS 21'
4 SECTIONS 18'
3 SECTIONS 21'
3 SECTIONS 18"
4 SECTIONS 21-
1
2 SECTIONS. 18"
5 SECTIONS 21"
5
g2V-
1 SECTIONS IS'
6 SECTIONS 21"
7 SECTIONS 21'
-
6 SECTIONS 18.
2 SECTIONS 21"
5 SECTIONS 18"
3 SECTIONS 214
SECTIONS 18'
4 SECTIONS 21'1-
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 If
4 SECTIONS 21'
' 14'-9'
4 SECTIONS 18"
5 SECTIONS 21'
6
15'
3 SECTIONS 18'
6 SECTIONS 21"
2 SECTIONS 18'
7 SECTIONS 21'
15'-6"
1 SECTION 18'
8 SECTIONS 21"
15--9"
9'SECTIONS 21"
-
16'
16 SECTIONS 1S'
4 SECTIONS 21"
Go
tf� o LD n
N
I N �
— — — — — m o 1
STEEL P TE O O CD "A-
WITH- (4) #14 X 3/4" SOS OPTIONAL VENTS OPTIONAL FLUSH FACE L �. A E O Z
(3) 5" WIDE AT 7" O.C: MAX. WOOD GRAIN DESIGN • w o
OPNG. AREA NOT TO EXCEED 120 SQ. IN: MAX. DOOR WIDTH to m U)
:ENTER STILE 16'-2" Q r = 0 '
OUTSIDE ' INSIDE ELEVATION DAB DOOR MODEL 824
HANDLE END STILE MAX. SIZE 16'-2'. WIDE X 16'-0" HIGH
RAISED PANEL EMBOSSED DOOR 24 GA. ROLL FORMED STEEL fi
rINSTALLED
R GUIDES DESIGN PRESSURE RATING = + 36_0 Doc o -1 1
ON END STILE - 44"0PSF ; m
8 18
#14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT • oOCK BAR
TRACK
GENERAL NOTES
g 6 6
ON EACH SIDE OF DOOR, - 0 ca a .-
CENTER STILES SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED*TO COMPLY WITH THE u rc o
OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA.BUILDING,CODE 2004/2007 EDITION INCLUDING
LOCK BAR LOCKING SHOWN• DOWIDTHS # OF CENTER SOLES HIGH VELOCITY HURRICANE ZONE.
ALT. TO LOCKS SHOWN ABOVE ® ®®® �14V-0'10'-10' 2 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
1'-1U" 2 ANCHOR ;EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 2 m o 0
- -- - DRESSING OR -STUCCO. a o
3'-10" 3 y vi r
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL o
8'-0" TO 9'-10:` 5'-10' 4 >
DOOR WIDTHS 15'-it' TO 1s'-2" 5 q, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN d °c a m m o
THESE DETAILS ARE NOT PART OF THIS APPROVAL v
®® El ®� 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. q '�
E.g. OR STRUCTURES
N FAROOQ _ p
• •�� STRUCNRES p61()1)!(07}tfl7SCfl
FLA. PE 16557
�• 10'-0" TO 11'-10_� �14'-0" T0�15'-10�I ^AN. b53538 C� �•�� DOOR WIDTHS DOOR WIDTHS - , I - v .
��jj
ICI
AT (4) SECTIONS DOORS - -- - - - 1 pf• ♦. PtOd101 02-2 1.
TOP SECTION WITH 'U' BAR• Ott• L
ALL OTHER DOORS 12'-C" TO 13'-10" I 15'-11" TO 16'-2" - I q A ZDDB
TOP SECTION WITHOUT 'U' BAR DOOR WIDTHS DOOR WIDTHS DEC
7-7/8" X 3-1 /8" X .010"
L- LA
L .055' X 2-1/4" X 3/4' X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VER VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO ENO STILE
W/" FOUR #14 X 3/4" SELF DRILLING S.
m
a- _
1z, 1/2" X 1-3/40 EN TUBE
¢ ® TOP & BOTTOM
0 Z .OF EACH PANEL
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 48' O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM)
OPTIONAL STOP MOULDING
. BY DOOR INSTALLE
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.t\
1-3/15'
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
2-1/A X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS NO.
SLOTTED M.S. & LOCK NUT
z
zu
ER
m�
I �
00
'U' . BARS AS .REQD. 3
ON SHEET 1
16 GA X 2-U.BA X X 2'
EINF
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.
0
zz
�z
z
w
- -
o
N
INTERMEDIATE
SECTION TOP
SECTION
WITH OR W/O REINFORCING
14 X 5/8" SMS
6 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•RNEfS
1-7/a" X 2-5/e" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL-W/ (4) 3/16" RIVETS 3/16°
14 X 5/8" S.M.S. POP RIVETS
4/ HINGE
24 GA. STEEL
FLAPS BENT OVER PANEL °
I
i
1/2" PUNCHED HOLES I,•
®'4' O.C. 1
� I .
USE REINFORCING 'U. BAR AT'
TOP SECTION ONLY AT
FOUR SECTION DOORS .
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
1
W/'T40 0 14 X 5/8' S.M.S. AND TO END STILE I
W/ FOUR 9 14 X 3/4" SELF DRILLING SCR. I
3/16" POP RIVETS I
AT 4" D.C.
'
(6) FOR,21" STILES I
5) FOR 18' STILES
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p
, 00 '
cl
1i'I M
'
EPID STILE.
.024" STL PANEL
C5
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OUTSIDE
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3/4" X 2" X 2-1/2" X .049", STEEL
SOLID BRASS DOOR VIEWER
c
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
BY 'SCHLAGE SECURTTY HARDWARE'
SEE DETAIL ABOVE
INSTALLED IN 9 16" DIA. HOLES IN CENTER STILE.
/
m
POSITIONED AT EYE LEVEL
o
EDGE �I
ANCHORS:
DISTANCE 1
3/8' DIA. POWER-ROLT BY 'POWERS'
" - •
A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
a
a
°�" -=jt-3/16}�-
2" MIN. EDGE DISTANCE
y
z
o
i
. �'• . j",
�8DIAHLCSL�E�'HILrlDIA HLC SL�E�'HILTI'
B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
m
c
o
4" MIN. EDGE DISTANCE'INTO FILLED BLOCK
2 o
H
l(l)
' CONCRETE fro - 3000 PSI MIN.
> 0
ANCHOR TYPE A OR B
C-90 GROUT FILLED BLOCK f m 2000 PSI MIN.
I
PER BRACKET
C-5
SEE SHEET 3 FOR' BRACKET SPACING
o
OR. HUMAYOUN' FAROOQ
STRUCTURES
FMPE # 15557 '
•• j
I
3B
CAN. 3538
®Eesryilie®WABffise.
y� 7-1/2" X .050 INTERIOR SIDE V I `& N ss BOLT
GALV. STEEL. J 7-1/2" X .071 "J
7/8" PUSHNUT CENTER •HINGE END ROLLER HINGE
INSTALLED ON ROLLER SHAFT PLASTIC/STEEL ROLLERS I
. _SEQIlQN B-B 1.82'. DIA. X .50" .
drawing `no.
yl M�iamt �o"C1mkc1 n2-21
A
2 A 200E IMF 11
`POP RVETS -
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
/ 2-3/4° X 5-1/0 X 3" X .104"
5/16" SLEEVE ANCHORS
GALV. STEEL
WITH 1-1/4" EMBED INTO MASONRYN
OP ROLLER BRACKET
3 PER BRACKET
FASTENED W/ (6) g 14 X 5/8" S.M.S.
,
' 14 GA. GALV. STEEL -ADJUSTABLE
SUDE'FASTENEq TO BRACKET
2-1/2" X 4-1/4" X 13 CA STEEL PLATES
W/ 5/16-18 % 3/d° HEX HEAD
WELDED 70 1-1 2
/ ^ X 1-1/2" X 14 GA. ANGLE
M. SCREWS &NUTS.
RACK
WITH (¢)•1/d-20 FASTENED BOLT &TNUTS
I
HORIZONTAL REINFORCEMENT
1/2° X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
2" X 5-1/2" X E
(2) 3/16" POP RIVETS
GALV. STEEL
FASTENED
W/ (4) 14 X 5/8" S.M.S.
TOP ROLLER -BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2° X 1-3/4- X .058" FORMED STEEL
'
GLUED TO PANEL AND FASTENED TO
STILES WITH
/VERTCAL
(2) 3/16° POP RNETS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50"
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
2
�
O
LAST 00PRODUCTS L'LC'
m
' EPS-EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.OA #07-1107.OB
m
OR
ISO-25 POLY-ISOCYANURATE'
DENSITY = 2.0 PCF
N.OA' 907-0301.10
m
Oft
'INSULFOAM
-
, SY LLC'
DENSITY - 0.92 PCF
N.DA #07-1016.07
14 GA. V. STEEL
L14
ROLLER HINGES FASTENED
W/ (6) # X 5/8" SMS
MIN..024" ROLL FORMED STEEL PANEL 4 ..d. I I 6• I Li
DRAWING QUALITY G-40 • u v c 7 V
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) # 14 X 5/8" SMS
-WITH 1/8" X 1" S.M.S. ® 48" O.C.
SECTION A -A AND RUBBER WEATHERSTRIPPING
.SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES -
HORIZ. TRACK SUPPORT.
CENTER SUPPORT READ. ON DOORS
E%REEDING 8 FT. IN HEIGHT
A._... J
TRACK LENGTH = OPENING HEIGHT PLUS 12"
GA. GALV. STEEL TRACK
• 2 X 2 X 1/8" HORI2. ANGLE as
SPOT WELDED TO HORIZ. TRACK p
WITH Two WELDS AT 1-1/2" APART ��pp
FIRST AT 3" O.C. �1d N
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE Z I..
AND T0NUT
85PRI G S/HAFT GUIDE WITH 4- BOLT Q F IT p
cl
(2) 1/4-20 X 5/8" BOLT & NUT a ZW N
0 O
p
VERTICAL TRACK h
2-1/.8" X 1"'X .080" Ci p a
SECTION A -A Q 0 m o
O 0. <
0�y dj�rc
in
• Q• W 3 ,� 6
IL Zugg' o
PLACEMENTS
Q WEE �
DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
BRA
B1 B2 ' 83 •84 B5 B6 B7 88
6'-0"
18"
18"
18"
18°
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
-
W-6"
21"
18"
18"
1"
11-3/4"'
23"'
34"
45"
56"
67"
-
7'-0"
21"
21"
21"
1"
11-3/4"
23"
34"
45"•
56"
67"
-
7'-6"
18"
18"
18"
!18t"21
1"
11-3/4"
23"
34"
45"
55"
&'
•8'-O"
21"
18"
18"
1"
11-3 "
23"
34°
45"
56"
67"
�- WI 143 A— NUMCCRLU JI IMU Al lHL CUIIUM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O:C. •_
LEI" X 2.19". X 3.3" X'.090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
f,4) 1/4" BOLTS & NUTS. -
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOA HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
E.9r. DR. HUENYOUN FAR000
STRUOMAES. ` • PRODTIGlIREVISiDI.
RA PE $ 16557' p ybm vQ&"Fla"
CAN. ,.3538
*bD9 d�
ar 0
. i�Hnni H�>I�ogCanbol
DEC 4 4 2008
Q: m
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!`2 o.
L-ui
drawing :no.
02-21
WOOD FRAME -BUILDING
S)UO WALLS OR DOOR OPENING .(NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO -BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE 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 dF
16" O.C. NTO 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" MIN. EMBED
13' O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
3^ MIN. EDGE DISTANCE
3/8" CONFLEXBY 'ELCO' OR _
V' LOT BY 'DW' WITH SPACING OF
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. INTO BLOCK WALL. WITH 1-3/4" 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 s 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS.SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
.PREPARATION- OF JAMBS BY OTHERS
ANCHOR SPACING a M
ANCHORS STRUCTURE I EMBED SPACING EDGE DIST. p
3 8",HLC SLEEVE BY'HILTI CONIC. 1-1 4" 8" 2" _
3 8 HLC SLEEVE BY 'HILTI FILLED BLOCK 1-1 4" 8" 4" 0
5/16' X 1-5/8" J 8" DYNABOLT BY fRV' CONIC.• 1-i 2 8" 2-1 2' LX U Y d•
LAG SCREWS STEEL, STRUCTURE BY OTHERS 3. 8" DYNABOLT BY TTW FILLED BLOCK 1-1 2 8" J-J 4 �¢ Z. F-fn
AT 12" O.C. MUST SUPPORT THE LOADS IMPOSE[) 3 8 POWER -BOLT BY :POWERS CONC. 2" 8' 2" ' W
BY ODOR- SYSTEM 3 8 SLEEVE -ALL BY SIMPSONS CONIC. 1-1 2 B"
aa
• CONCRETE f'c = 3000 PSI MIN. Zo 0 3 N
5/16° DIA BOLTS C-90 GROUT FILLED BLOCK Pm = 2000 PSI MIN. F 0.
• • WITH WASHER do NUT WLa
\. �AT 121 O.C.' MAX. - In m
EDGE <
1-1 /4' X 2-1/2" X 14 GA
1-1/2" 1-1/2" -CONT. STEEL ANGLE 1-1/2"
o
12 CA.GALV. STEEL
FIAT BRACKETS t3" LONG D c c
AT 12" O.C. IN DOOR OPNG. m m AT 18" O.C. ABOVE DOOR OPNG. ..
CONNECTED TO CONT. ANGLE q
W/ (J) SPOT-WELDS AT EACH SIP2.51 Cj
2-1 /8° % 1" X 14 GA
GAL . STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/B" TRUSS HD.
SLOTTED i.5. & LOCK -NUT
ALTERNATE TRACK INSTALLATION
Engr. DR. HUMAYOUN TAR000
STRUCTURES
FM PE 9 16557
CAN, 538.
DEC 2 4 2008
o ~i�
b
drawing no-
• 02-21 11
sheet 4of- 5
DOOR PANEL
24 CA. (.024) STEEL MIN.
7/16" DM" WASHER
I•
/
1
#8 X 3/4' SMS
l
; 1
0 3/8' FROM ENDS
AND 7" O.C. MAX.
i
(4) J8 X 3/4" SMS
IIII
I
0 1—,3/8" FROM ENDS
IIII
1
\
AND 6-1/2' O.C. MAX.
!
IIII
1
i
IIII
IIII
.175 X .062 DEEP
IIII
IIII
II
GROOVE
•
IIII
IIII
Ih1
1/4" POLYCARBONATE LEXAN
j I
BY SABIC INNOVATIVE PLASTICS
IIII
NOA #08-0305.02.
0
III'
I111
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IIII
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II
IIII
III!
I!11
I!il
-
!III
-
•
liil
�I11
I'I
.
!III
.175 X .062 DEEP
IIII
GROOVE
I11
1
'
I III
I
/•
(4) lib X 3/40 SMS
III
j
0 1-3/8' FROM ENDS
!II
I
AND 6-I/2' O.C. MAX.
�
1 1 1
C
``\\
_
•� #8 X 3/4" SMS
0 3/8" FROM ENDS
AND 7' O.C. MAX.
t
7/16' DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
IIVJIUL CLCVRIIUIV
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4- SMS C
® 3/8' FROM ENDS O 175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
r----------
• _ _ Engr.. DR. HUMAYOUN FAROC
��� tRUCTURES
F1A. PE gg 16557
\ ----___ J CAN. $536
v,
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
_ 15/16" MIN. O.L. OPG.
GLAZING BRE
WINDOW WIDTH DEC 2 4 2009
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drawing no.
02-21.
sheet 5 of. 5