485 NE 92 St (14)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
D a t e 6 . ° 36 - J o b A d d r e s s 4 S- 'V. E 92.5 T Tax Folio // ' cao 6 - o/ - Q 0 2 dFr)
✓�. a�.Qe�,�, cv�s -e
Legal Description 22y al. 612, Historically Designated: Yes No
a, b !�a /o X37
Owner/Lessee / Tenant Master Permit #
p14A)f 64j ENT
FEES: PERMIT
Notary as to Owner and/or Condo President
My Commission Expires:
0.1 P OFACIAL NOTARY SEAL
e,. FRANCES BLEVINS
2 # Cou'as ON NUMBER
�. all! - Q CC783310
y, O 4 MY COMMISSION EXPIRES
F OF FVO NOV. 3,2002
RADON
Owner's Addres (7) , ld,ty
Contracting Co. 12..0 /� / ? - � / ` C! - �i1J . C'- Address 3 - A(A)
State #
Architect/Engineer Address
Square Ft Estimated Cost (value) /7,5
C.C.F.
My Commission Expires:
Phone % - So7 /
Qualifiers �e/ j� n SS# hone 0o_ =3)
Municipal 00 - Va? ii3A Competency # 9Vc/55e OIns. Co.
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ME ROOFING PAVING FENCE SIGN
WORK DESCRIP'T'ION .�� / lD X / mli lf' '4 c Gf/Li4 /NG
D
� 9
NOTARY
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
're I.e t e Datte / °- 9 9 ignature of Contractor or Own :uilder
6 - .91 A r
Date got• as to Contract tOrOwner-Builder
v Humberto Fernandez
,. = Commissioh # CC 760294
q t " ) E s OCT. 4, 2002
B THRU
'anu•�` ATLANTIC BO CO.. INC
BOND
TOTAL DUE
APPROVED:
Zoning Buil. '' Electrical
Qechanical Plumbing Engineering
5228 N.W. 163rd Street
Miami, FL. 33014
• V
Sales / Service / Installation
Quality / Dependability
Dade (305) 624 -1300
Professional Installations (305)232 -6609
Broward (954) 921 -9111
Fax (305) 624 -0490
AMERICAN A -1 GARAGE DOOR, Inc.
SCOTT BRYANT
METROZ
PRODUCT CONTROL NOTICE OF ACCEPTANCE
DAB Door Company, Inc.
12195 NW 98th Avenue
Hialeah Gardens FL 33016
Your application for Product Approval of:
24 ga. Raised Panel Embossed Garage Door
s and
under Chapter 8 of the Metropolitan Dade County Code governing the use of l c rn t Ma a p o b}
Types of Construction, and completely described in the plans, specification
applicant along with Dab Doors Inc. drawing No. 98 -12, issued on 04/03/98, revised on
07/25/98, with Miami- Dade County Product Control Approval Stamp.
has been recommended for acceptance by the Building Code Compliance office lee to be used in Dadeons
County, Florida under the specific conditions set forth on pages 2 q
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from in the a o site m manner, Code for
quality control testing. If this product or material fails e use of perform
h product material immediately. The
Compliance Office may revoke, modify, suspend
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Offi reserves that this the
the right to revoke this approval, if it is determined of by the South Florida Building C The expense of
product or material fails to meet the requireme
such testing will be incurred by the manufacturer.
i
Acceptance No.:98-050
Expires:10 /O 1 /01
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Approved: l0 /01'98
• stmaster@buildinaeooeonline
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rod iguez
Product Control Supervisor
naries v anduer,
Director
•, , s' -- Codc Compliance Dent.
Metropolitan Dade County
Homeoage: htto : / /www.buildinacooeonline.com
DAB DOOR COMPANY. INC.
1.
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
El
ALLEY 1 ANL1. GNU: 9 - UnUb.0
OCT 0 1 13
OCT 0 1 2001
DRAWINGS
Drawing prepared by Al- Farooq Corporation Titled "Sectional Residential Garage Door ", Drawing
No.98 -12, dated 04/03/98 with latest revision on 07/25/98, Sheet 1 through 3 of 3, signed and sealed
by Humayoun Farooq, PE.
B TEST
1. Test Report on Large Missile Impact Test, Cyclic Wind Pressure Test and Force Entry Test, "16' -2"
Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No.
Heti 98-722, dated 04 /06/98 signed and sealed by H. M. Medina, PE.
2. Test report on Uniform Static Air Test "16' -2" Overhead Sectional Garage Door ", prepared by
Hurricane Engineering & Testing Inc., Report No. Heti 98 -720, dated 03/27/98, signed and sealed by
H. M. Medina, PE.
3. Test Report on Salt Spray Exposure Test "G40- Painted ", prepared by Celotex Corporation Testing
Services, Report No 258592, dated 08/17/98, signed and sealed by R. G. Miller, PE.
C CALCULATION
1. Anchor Verifications dated 04/28/98, pages 1 through 4 of 4 prepared by Al- Farooq Corporation,
signed and sealed by H. Farooq, PE.
D MATERIAL CERTIFICATION
1. Test Report on Tensile Test "16' -2 "w x 24GA steel residential sectional garage door u- bar", prepared
by Hurricane Engineering & Testing Inc., Report No. Heti 98 -T86, dated 04/16/98, signed and sealed
by H. M. Medina PE..
2. Product Control Notice of Acceptance by Metropolitan Dade County, Acceptance No 95- 0626.01,
approved on 01/11/96, expiring on 01/11/99, signed by C. Danger.
E STATEMENTS
1. Letter of Non Financial Interest, issued by Al- Farooq Corporation, dated 04/24/98 and signed by H.
Farooq PE.
2. Letter of compliance, isued by Al- Farooq Corporation, dated 04/24/98, and signed by H. Farooq PE.
Candid.o- Funt, PE, Sr. Product Control Examiner
Product Control Division
DAB DOOR COMPANT.INC.
ACCEY 1 AINLE NU: 924- 050b.U
APPROVED : OCT 0 1 1998
EXPIRES OCT 0 t 29.Q.1,
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves a 16' wide sectional door as de Section 2 of this
Edition for ot�e o " Acceptance , ade Count}
designed to comply with the South Florida Building o
(SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not
exceed the design pressure rating values indicated on the approved drawings.
2.1 The DAB 16' wide Sectional Door and its components shall be built in
Gara c compliance i
2. PRODUCT DESCRIPTION
prepared by Al
following documents: Drawing No. 12 ta st ion on 07/25/98, Sheet l 3 of 3, bearing
Farooq Corporation, dated 04/03/98,
the
Miami -Dade County Product Control Approval stamp with the Notice of shall here bber
a date by the Miami -Dade Product Control Division. These documents
to as the approved drawings.
3.1
Units with dimensions equal to or smaller than those shown in the approved drawings shall qualify
3. LIMITATIONS
under this approval.
4.1 The Sectional Door and its components shall be installed in strict compliance with the approved
4. INSTALLATION
drawings
4.2 The installation of this door does not require Hurricane Protection Systems.
5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the
5. LABELING
following statement "Miami -Dade County Product Control Approved".
BUILDING PERIVIIT REQUIREMENTS
6.1 Application for Building Permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
tice of
6.1.2 Duplicate copies of the approved drawings, as selected for the pro this
posed installation
Acceptance, clearly marked to show the components
6.1.3 Any other document required by the Building Official or the SFBC in order to properly
evaluate the installation of the system
/ Candido Font, PE, Sr. Product Control Examiner
Product Control Division
SE_ SCH 4 ^--• A
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OPTIONAL VENT
L AAAXIMU►.A OPENING AREA
120 SO IN.
MAX DOOP WIDTr
I{
L� A
HEDLLE A'
DOOR 'WIDTHS 1 1 OF , :ENTER STILES
- 1 0 11 ' -10' 1 2
- J TO 1 3 -10 "1 3
^ To 15 -10.1 4
-!1 To 16 -101 5
OR HEICNTI
6 -f_.
• -9'
- ; _ X ti Gk t':AL‘ 'STEEL
ROLLED HINGE
FASTENED w/ (6) y 14 •.. 1 /2 SMS
7- X 18 GA GALv. STEEL
CENTER HINGE. FASTENED
w/ (4) y 14 X 1/2 SUS
7 X 7 GALv. AIRCRAFT TYPE
CABLE & NCO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
CONSISTS OF
12 SECTIONS 15 - 12 SECTIONS 71
11 SECTION 1 13 SECTIONS 71
14 SECTIONS 71'1-
1- 1-
7.-6. 15 SEC110N5 18 - 1-
' - 14 storms 1811 SECTION 21'
8 13 SECTIONS 1812 SECTIONS 21.
6* -3' 12 SECTIONS 19'13 SECTIONS 21_
5' - 6 11 SECTION 15 14 SECTIONS 21
' -9 15 SECTIONS 71'1-
9 16 SECam16 15 - 1-
3' -S' Is sECTION6 1811 SECTION 71
_ -6. 14 SECTIONS 16'12 SECTIONS 71"
)' -9' U SECTIONS 18 SECTIONS 71'
10' 12 SECTIONS 181A SECTIONS 21'
0 -3 11 SECTION t5' 15 SECTIONS 71'
0 -5 16 SECTIONS 71'1-
0 -9 IS SECTIONS 15'11 SECTION 21"
ti 16 SECTIONS 18 SECTIONS 71"
1 - 3 1 SECTIONS 18 SECTIONS 21'
1 -6' 13 SECTIONS 15 - 14 SECTIONS 71'
12 SECTIONS iris SECTIONS 21'
12 11 SECTIONS N
NS 18'16 SECTIONS 71'
t - 17 SECTIONS 71
!-5 18 SECTIONS 18'12 SECTIONS 71_
I 15 SECTims 18'13 SECTIONS 71'
13 14 SECTIONS 15 SECTIONS 71'
- 3' 13 SECTIONS 15'15 SECTIONS 71
1 - 12 SECTIONS 18'16 SECTIONS 71.
- 9" 1 SECTION 15' 17 SECTIONS 21'
14 18 SECTIONS 21'1 -
-3' 18 SECIIONS 18'13 SECTIONS 21'
-6' 15 SECTIONS 1x14 SECTIONS 71-
-9' 14 SECTIONS 15.15 SECTIONS 71'
15 13 SECTIONS 1816 SECTIONS 21'
.' 12 SECTIONS 18'17 SECiIiNS 7:
- II S=CION I8' t8 SECtrrNS 71
- a 19 SFCTio S 21'1-
5' t5 SECTION 1514 SECrIoNS 71'
LOCK
2/ DOOR
3/4 w X .15 THICK
LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) $ 14 x 5/3" S M.S.
5/8 MIN. LOCK ENGAGEMENT CONFORLAS TO
SFBC 3603.2 REGARDING GARAGE DOORS
PUSH NUT
3" X 6-7/16 x 12 GA.
STEEL FIXTURE
FASTENED w/ (3) ' 14 X 5/8 SUS
LOCK BAR
INSTALLED
w/ ( 1
GUIDES
ON END STILE
14 X 5/$ SMS
.157 X 3/4 W LOCK BAP
ENGAGES IN TRACK
ON EACH SIDE 07 DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCK SHOWN ABOVE
:ENiE _TIL
18' -2'
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
GENERAL NOTES
1H15 5 DESIGNED AS ER THE SOUTH F LORI DA
BUILDING _GDE '994 EDITION FOR DADE 20UNTY ALSO FOR WIND
LOAD.= AS ° ER ASCE 7 - 83 USING CORRESPONDING LOADS.
ANCHORF. SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR E►4BEDIJENT TO BASE h4ATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL 0 0LT:. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
ANCa^,mN O2 CAD:`:,^. C: Y,^" :.DNS CTHEP THAN TH ^SE cHOWN IN
THESE DETA.LS ARE NOT PART OF THIS APPROVAL.
nqr: DP HI.IMAiOUN.FAR000
STP.I N.
FLA. c' =; / 16557
AUG 2 5 1998
rrrrrl-
•
.0
DAB DOOR MODEL 824 ++
MAX. SIZE 16' -2" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 42.0 PSF
— 44.0 PSF
1 7Hts DRAWING IS PROPERTY OF DAB DOORS INC.
COPYRIGHT 1998. TRADEMARK PROTECTED
100 NOT REPRODUCE w1THOUT WRITTEN CONSENT
PATENT PENDING
r;
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< v
•
drawing no.
4•6 - fni351 I no
it 2 f
�I /
(sneet 1 of 3
3. I 11 If
ACCEPTANCE NO.: 98-0622.01 DAB DOORS COMPANY INC. al O �gga
APPROVED
EXPIRES
OCT 0 1 2C01
NOTICE OF ACCEPTANCE STANDARD CONDITIONS l
Acceptance (approval) shall be considered after a renewal applicattii enn ass der filed n eight and
the original
1. Renewal of this en ation (uP supporting data, engineering documents,
submitted documentation, including test supp � state, and the
2. Any and all approved products shall be permanently with the manufacturer's
as specifically stated in the specific
name, city ,
following statement: "Miami -Dade County Produc t Control p roved ",
conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
in the South Florida Building Code affecting the evaluation of this product and the product
a) There has been a change
is not in compliance with the code chang es; the one originally approved;
b) The product is no longer the same product (identical) as
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product Sri required documentation initially submitted is no longer
d) The engineer who originally prepared, signed and sealed the req
practicing the engineering profession.
change in the materials, use, and/or manufacture of the product oe pro c ess shall automatically
the i ila l l y a
4. Any revision i at nor written approval has q
cause for temlination of this Acceptance, unless prior b this office.
revision application with appropriate fee) and gran Y
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process• roduct, for sales, advertisin or any other purpose.
b) Misuse of this Acceptance as an endorsement of any p
S
P
6. The Notice
e
of A cce tance number preceded by the words Miami-Dade on o County, Florida, , and
followed b is y th played,
expiration date may be displayed in advertising literature. If any Port .t applies, shall be provided to
then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where t pp
the user by the manufacturer ufacturer or its distributors and shall be available for inspection at the job site at all time. The
engineer need not reseal the copies.
with any section of this Acceptance shall be cause for termination and removal of Acceptance.
8. Failure to comply
9. This Notice of Acceptance consists of pages 1,2 and this last page 3.
andido Font, PE, Sr. Product Control Examiner
Product Control Division
END OF THIS ACCEPTANCE
-1-
lb (sA A - /a WLLv. ;TEEL U.O.A
REINFORCING TRUSS TOP OF PANEL
TRUSS FASTENED TO INTERUEDIATE vERTICAL
STILES w/ TWO 1 14 X 5/8" S.M.S.
AND TO END STILES
WITH FOUR 9 14 X 5/9 _ SUS
1 ST SECTION (BOTTOM)
REINFORCING
16 GA. X 2-1/4 x 2" GALV. STEEL U.BAR
REINFORCING TRUSS 0 BOTTOM OF PANEL
TRUSS FASTENED TO INTERMEDIATE VERTICAL
STILES w/ TWO 14 x 5/6" S.M.S.
AND TO ENO STILES
WITH FOUR 14 X 5/8 _ SMS
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH -
ONE 5/15 x 1 - 5/8" LAC SCREW
SOUTHERN PINE
0.55 SG
13 GA STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
BOTTOM SEAL
058 ALL/ 14 PLATE
WITH 1 /8" x 1" S.M.S. 0 48 O.C.
AND TUBULAR RUBBER WEATHERSTRIPPING
14 GA. GALV. STEEL TRACK
FASTENED TO TRACK PLATES
w/ 1/#-20 x 5/8" TRUSS HD.
SLOTTED M.S.& LOCK NUT
OPTIONAL STOP MOULDING
BY DOOR INSTALLER 1
4 •
INTERMEDIATE SECTIONS
REINFORCING
_ # 14 X 5/8" SMS
5 PER HINGE
7/16 PUSHNUT
INSTALLED ON ROLLER SHAFT
16 GA. X 2-1/4" X 2 GALV. STEE! •J.BAR
REINFORCING TRUSS @ CENTER OF SANE:
TRUSS FASTENED TO INTERMEDIATE VERTCAA!
STILES w/ Two # 14 X 5/8" S.M.S
AND TO END STILES _
WITH FOUR j! 14 X 5/8 SMS
1/2" X 1 -3/4" x 1/16 VERT. ALUM TUBE (6063 - T5)
- GLUED TO PANEL AND SECURED TO
END STILE WITH V16" POP RIVETS @ 12" 0.0
1 - 7/8" x 2 -3/9" x 18 GA. STEE_
CENTER STILE. CLUED k RIVETED TO
•
s
!'
18 GA. GALV. STEEL'
CENTER HINGE
y 14 X 5/8" S.M.S.
r 4/ HINGE
SECTION a —G1
TOR SECTION
REINFORCING
n:
1: �A 2-1/4" = CALV. STE__ _ BAP.
PE :F0RCINO TRUSS
:74,-S-";.-N.7.-r. TO INI RME:1IATE —_ CAL
w/ Twp # 14 x 5/8" S.S
AND 0 END STILES
WT rouP. i 14 x 5/9" SMS
DANE!
ROLLER r•INCE -
P0? RIVETS
3/4 X 2-1/2" . 19 GA. STEEL
END STILE
FLAPS 9ENT OVEP PANEL
1/2 PUNCHED MOLES
® 4" 0.C.
3/8" SLEEVE ANCHORS
1- 1/4" MIN. EMBED INTO MASONRY
1 PER BRACKET
2 GA - TEE. ANE_ 7
/ r
END =TILE -
^1 _
Engr: DR HUWYOUPI,FAR000
S TRUCTURES
_<< aE ! 16557=
T GROPE RT Y HIS DRAWING IS DAB DOORS INC.
COPYRIGHT 1998. TRADEMAP,r PROTECTED
I DO NOT REPRODUCE wIT!+OUT WRITTEN CONSENT.
PATENT PENDING
ALL RIVETS ARE 3/ 16 DIAMETER
1,1-723T-Z.1 1:: Cr... `:...1 .. :11! 1.
y • •'' 1312:17,'!;2
Ql 915
- --- -• • cF!CE
V ...: ocE— LK � •01
i7
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10
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1
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0
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e
drawing no.
93- 2 j
(sneet 2 of 3
DOOR
HEIGHT
• SECTION `EIGHTS
BRACKET PLACEMENTS
IST :2ND:3RD
81
I 82
83
1
84
1
85
86
1
87
1 88
-U
1 .15 1d 11 I••.•
.
1. .-3 /+I "1
1.)
)4
4=
i
5b
1
b/
I -
6 -6"
21 1 S . :2' "IN /A
1"
II1 -3/ I
23"
I
34"
I
45
I
56"
67"
1 -
7* -0"
-0
7' -6-
.. • . . IN /A
� � " 1 2 1 . ,2'• .
! . .
! I 1 - 3 /4 ;
23
!
34
1
45"
1
56'
!
67
17$ -t /..1"
X8 " ,;5 . 18 " I15 -
" .18 .
1..
111- 3 /4
23"
I
34"
1
45"
1
56"
1
67
1 -
5 -0"
2 1 - 1 1 8 - : 1s 1 2 1 -
1"
1 1 I-3/4
23
I
34"
1
45"
56"
67"
I78 - /4 ..
NfPI7nNT4I PcINFfRf FufNT
1/16 ALUM TUBE (6063 -T6)
GLUED 10 PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
HORIZONTAL REINFORCEMENT
1/2" x1 -3/4" X1/16 - ALUM TUBE (6063 -T6)
CUT TO MISS RIB
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
71" PANEL
2
POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED 10 BRACKET
w/ 5/16 -18 x 3/4" HEX HEAD
M. SCREWS & NUTS.
SECTION A—A
SEE SHEET 2 FOR LOCATION OF RENII ORCINC TRUSSES
12 GA. GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (4) y 14 x 5/5" S.M.S.
7/16" DIA X 3 -3/4 ROLLER SHAFT
OPTIONAL
EPS— EXPANDED POLYSTYRENE INSULATION
BY APACHE PRODUCTS CO.
DENSITY = 1.07 PCF
N.OA. # 95- 0626.01
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
w/ (6) N 14 X 5/8" SMS
MIN. 24 GA ROLL FORMED STEEL PANEL
DRAWING OUALITY 0 - 40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED —
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
w/ (4) y 14 x 5/8" SMS
SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOP DOORS MORE - HA:J 5 FT. HIGH. L'SE ADDITIONAL TO BRACKETS AT 10" 0.C.
5/16" X 1 - /E" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS wiT1"I 1- 1/4" EMBED INTO MASONRY
3 P ER BRACKET
2 v 4 - • i4" X 13 GA. STEEL PLATES
WELDED TO ; - ' /2" k — 1/2" X 14 GA. ANGLE
USE (4) t/4 -_':' . BOLT & NUTS 70 JOIN
STRAIGHT .,., 2URVED TRACK SECTIONS
THIS GP I5 2ROPERTY OF nap D.f1;'1PS INr.
COPYRIGHT 1998. 'TRADEMARK PROTECTED
00 NOT REPRODUCE WITHOUT WRITTEN CONSENT.
Z
Z
PA TEN PENDING
cc
O
0
m
I
0 0
TRACK CONFIGURATION
CAST ALUM.
CABLE DRUM
HOPI:.
14 CA. GALV. STEEL TRACK
HORIZ.
II
1 1
2" x 3-1/2" X 12 GA. STEEL ANGLES
2 -3/16" HIGH
CONNECTED TO TRACK WITH ONE
1/4" BOLTS & NUTS.
TRACK SUPPORT AS REOD.
BY DOOR INSTALLER -
TRACK LENGTH = OPENING HEIGHT RLUc 12
IN
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING SHALL BE = RAMED SOLID
BY NCT LESS THAN (3) 2X6 PRESSURE TREATED CRAOE 2
OR BETTER WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH TRACK BRACKETS 70
PRESSURE TREATED 2X5 WOOD JAMBS WHICH SHALL
BE ANCHORED TO GROUTED REINFORCED MASONRY
BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS
WITH 1 -3/4" EMBED AND A SPACING OF 10 0.0
OR 3/6" DIA. SLEEVE ANCHORS 1 - 3/4 - EMBED
AND A SPACING OF 12" O_C_
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 JAMBS BY OTHERS
J
Engr..OR. JitiMAYQUN FAR000
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