RC-09-573t)oi
11/41u0Pv
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. ��
Master Permit No.
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Roofmg
gt APR 0 7 D
�o��
Owner's Name (Fee Simple Titleholder) 1 � %� . D. I E/' [#& /E Phone # 7 — 3 8' Y-4 J
Owner's Address E*. '7'7 S%
City t'))4/// f f & 'E3 State F-L. Zip 3 3) 3 S.
Tenant/Lessee Name /r _/ /9 Phone # qqq — 6 Cep Q
N o'er. T� hn e-y
Job Address (where the work is being done) / / 6-3 /E 17/A /A S T c�
City Miami 'Shores Village County Miami -Dade Zip 3- / 3 ICJ
FOLIO /PARCEL# /13 Z.,05 )! g oz,e7D
Is Building Historically Designated YES NO ,X
Contractor's Company Name 514 eE/R. f - g )7124495- Phone #
Contractor's Address
City /1/ f} // State FL®- Zip 3 3 /57
Qualifier Name e "fie Phone # 3 .j"- f2 [ /
2v
State Certificate or Registration No. Certificate of Competency No. O t3s 0 0 ' )
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ 217/7, 11/ Square / Linear Footage Of Work:
442. f ror
Type of Work: LjAddition Alteration ew ,® Rep a lace
p.' . p ❑Demolition.
Describe Work: hl i/E kt/' 6/9-. ' G /®® $ ' g / , j CE 0
- P‘4i-
/6 'x7 /
APR0 7 Elli * * * * * * * * * **
Submittal Fee $
Notary $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
**********:x*:x** ** *** *** Fees**** *********** ******�x** **** *** *x:***** *** ****
CCF $ )• (J® C
Technology Fee $ L • 75
Training/Education Fee $ ,J.
Permit Fee $
el/91/;49-
1/
Structural Review. $
Total Fee Now Due $
A15
See Reverse side —>
Bonding Company's Name (if applicable)
Bonding Company's Address
City %" r State Zip
Mortgage Lender's Name (if applicable) 1314'AI K G' F PIE# l CA r Ai,
Mortgage Lender's Address
City TA ei
rG'0. 5T oFF76E A 0/ x-51 g
State F
zip 33 6-2, 1 E
Application is hereby made to obtain a permit to do the work and installations as indicated. " I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards 'of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS; ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing informatioi is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
dllIllirfc
The foregoing instrument was acknowledged before me this
day of , 2Q 0 i' , by & ///;:ion : D. i4/4 7
is rsonall known to me r who has produced
who P Y P
As identification and who did take an oath.
NOTARY PUBLIC: `
Sign:
Print:
/ l t/7 tarZ�v
Signature
Contractor
The fore oi trument was acknowl ged fore a th
day of L.� , 20 O , by ,
who i personally known to me or who has produced iD(--
jo/®1-M4 i/ ?dendfication and who did take an oath.
NOTARY PUBLIC:
G L v. Y�fi.t r.■ k ltsg,_ Si n• t' �°;S /t/'4. 1444E Pri J f
..� � : KAARo ■is: o
My Commission Expires: , NO•T"' ARY
*l4 PUBLIC -STATE OF FLORIDA Commission Ex .MEI trtcBONDING 3„ E, zo
S lvia Halter
' iThJ..
Expires: JUNE 08, 2011
sONDED Tun Gs • , uING CO,, INC.
APPLICATION APPROVED BY:
(Revised 07 /10/07)
Plans Examiner
• "s < Engineer
Zoning
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 110857
Permit Number: RC -4 -09 -573 1
Scheduled Inspection Date: May 11, 2009
Inspector: Bruhn, Norman
Owner: TENNEY, WILLIAM
Job Address: 1183 NE 99 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: A SUPER GARAGE DOORS, INC
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132050180090
Phone: 305/252 -1772
Building Department Comments
Passed ws—#..ele
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CL
Permit No: 09- 525
Job Name:
y�3
, 2009
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
� Acts-. Building Critique Sheet �i Q Aocr ��.',�( toc?c ' Tom.. 4e40.4.-
CoT /"riOCI? c
"AcocK-di. 1,44/0-40,,64
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
Florida Building Code Garage Door Windload Design Pressures
Report # DPR- 090417 -B -01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engines $SE As l , Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami 1 ,ideeaoJnt tq" C OCt.
Address: Bill or Nora Terrey
1183 NE 99 ST a APR on
!
Miami Shores, FL 33138, Miami -Dad ""
,ECEOVED
Garage Opening Size: 16' 0" x 7' 0"
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 26' 5"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 9"
Positive Design Load: +39.2 PSF Negative Design Load: -43.2 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/94W8, 16'2" x 7'0 ", Approval # 06- 0227.04, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF.
Clopay Model 4300 /4301 /4310 /4400 /4401 /HDGMDGLW8, 16'2" x 7'0 ", Approval # 08- 0402.12 , Dwg # 101488, Windload Capacity: +46.6/ -52 PSF.
Roof Slope: Not provided (use greater than 10 degrees)
The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final determiner of the suitability of the garage door connections for the particular building or home at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
S• arriiltort�F�.E.
Fl • - • a P.E. License No 63286
8585 Du ke Blvd.
Mason, OH 45040
(513) 770 -4800
4/17/2009
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
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 Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Garage Door up to 16'2" Wide w/ Optional Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 4300/01/10, 4400/01, HDG/L, 66/7/8, H300/01/10,
H400 /01 ", sheet 1 and 2 of 2, dated 07/06/95, with last revision 14, dated 02/08, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, 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 Division.
MISSILE IMPACT 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.
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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM
E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,
the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils
with yield strength of 27,000 psi or more shall be used to make door panels for Dade County under this Notice of
Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 07- 0809.02 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.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 372 -6339
www.miamidade.aov/buldinacode
MIAMPDADE COUNTY-
APPROVED
NOA No 08- 0402.12
Expiration Date: September 26, 2012
Approval Date: May 8, 2008
Page 1
t
Clonav Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101488, titled "M/N 4300/01/10, 4400/01, HDG/L, 66/7/8, H300/01/10,
H400/01 ", sheet 1 and 2 of 2, dated 07/06/95, with last revision 14, dated 02/08,
prepared by Clopay Building Products Company, signed and sealed by Scott
Hamilton, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel
garage door. Model 4300 with windows, prepared by American Test Lab, Inc., Test
Report No. ATLNC 0128.01 -08, dated 03/13/08, signed and sealed by David W.
Johnson, P.E.
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel
garage door Model 4300, prepared by American Test Lab, Inc., Test Report No.
ATLNC 0509.01 -07, dated 07/11/07, signed and sealed by David W. Johnson, P.E.
3. Test report on Salt Spray per ASTM B117 of painted 640 galvanized coated panels,
prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated
01/26/05, signed by John D. Lee, P.E.
4. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E.
Droz -Seda, P.E.
5. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC
Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/06, signed by
Joseph L. Doldan, P.E.
6. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS,
Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated
10/04/05, signed by Javier Trevino.
4li41ti$
C rlos M. Utrera, P.E.
Product Control Examiner
NOA No 08- 0402.12
Expiration Date: September 26, 2012
Approval Date: May 8, 2008
E -1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,
Report No. 3082959 -500, prepared by Intertek Testing Services, NA, Inc., dated
09/16/05, signed by C. Anthony Pefialoza.
C. CALCULATIONS
1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building
Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance issued by Clopay Building Products Company, dated
03/31/08, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 03/31/08, signed and sealed by Scott Hamilton, P.E.
G. OTHER
1. Notice of Acceptance No. 07- 0809.02, issued to Clopay Building Products Company,
approved on 09/20/07 and expiring on 09/26/08.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 08- 0402.12
Expiration Date: September 26, 2012
Approval Date: May 8, 2008
E -2
IRT?7.
rITTFT :*uT•f7 /∎FZi, !Wiiw&i.^IF?0. ?3..�0' lo-:. :111
EFRSY('"TSl�rt7!_F T1�silita'Imllpytr a;i�
CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HOG. HDOL. H300. 11301. H310. 11400. H401
HOLME MODELS 66. 67. 68: IDEAL MODELS SP200 SE200 5E200
EXTRA PLATES /STRAPS ONLY as AT)T1/4TOP OF THE PLATES
REQUIRED FOR DOORS WITH ON 111E TOP SECTION AND AT
OPTIONAL IMPACT- RESISTANT THE BOTTOM OF THE PLATES 16 GA DOUBLE END STILE. EACH
UTES AT 16'2'14. ON THE BOTTOM SECTION. END STILE MEASURES 5-3/4" X
2 -1/8" X 3/8" AND IS ATTACHED®
WITH (1) /8X1/2" WAFER SCREW.
20 GA X 2" GALV. STEEL BACKER PLATES. (3) A
PIATES PER SECTION AT 16'2°W FOR SOLID
DOORS; (5) PIATES PER SECTION AT 182 "W.
FOR DOORS WITH IMPACT - RESISTANT UTES.
PLATES ATTACHED WITH DOUBLE SIDED ACRYUC
ADHESIVE TO BACK OF DOOR.
F
REV
DATE
DESCRIPTION
V
TE
DESCRIPTION
14
2/2008
UPDATED QTY OF BACKER PLATES & STRAPS.
00
6 C
0
0
x
& VIEW "B"
§PG 2 OF
VIEW "C"
PG 20F2
N1 i I - 1��l i t
ae�¥
r Mxe
LOCATION OF OPTONAL VENTS. A OPTIONAL OUTSIDE KEYED LOCK POSITION
®TOTAL VENT OPENINGS: 60 IN' PER VEHICLE
MAX. DOOR WIDTH 16' 2"
INSIDE ELEVATIONS
THIS DOOR MEETS THE REQUIREMENTS OF THE
LARGE MISSILE IMPACT AND CYCLIC TESTING.
6/2001
REVISED VERTICAL JAMB DESIGN LOAD NOTE 2.
PAGE 1 OF 2
ONE ROW OF IMPACT- RESISTANT GLAZING W EITHER
TOP SECTION (SHOWN) 0@ NEXT -TO- THE -TOP
SECTION (NOT SHOWN).
MAX. 01.2ING SIZE IS 18 -1/2° x 11 °.
GLAZING IS INJECTION MOLDED GE LEXAN SLX24321,
AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC /FBC 2806.
SEE SECTION B -B FOR ASSEMBLY DETAILS.
LOCK POSITION (BOTH SIDES).
TWO POINT LOCKING REQUIRED.
SEE LAYOUT OF EACH LOCK
OPTION ON PAGE TWO.
DOORS W1TH 2" TRACK USE (2) STACKED
TAR BRACKETS (2- 1/2 "x5 "x 12 GA.) AS
INNER BOTTOM BRACKET ATTACHED WITH (2)
1 /4°x3/4" SELF TAPPING SCREWS.
DOORS WITH 3" TRACK USE USE (1) 3 -04
ROLLER CARRIER (1- 1/8 "x2 -1/4" x 12
GA) AS INNER BOTTOM BRACKET ATTACHED
WITH (2) 1 /4"x3 /4" SELF TAPPING SCREWS.
9
8/2003
ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES
10
2/2004
JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED
11
4/2004
ADDED VARIOUS COMPONENT DIMENSIONS
12
8/2004
ADDED JAMB, JAMB FASTENER, AND END STILE NOTES
13
7/2007
UPDATED JAMB FASTENERS;
DESIGN ENGINEER WAS M. WESTERFIELD.
ADDED OPTIONAL IMPACT RESISTANT UGHTS
JAMB PREPARATION NOTE
THE METHOD OF ATTACHMENT TO THE SUPPORTING
STRUCTURE OF THE PRESSURE TREATED 2x6 14000 JAMBS
SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD
FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT
STRIDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
PREPARATION OF JAMBS BY OTHERS.
ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK
SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE
INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
SEE PAGE 2 OF 2 FOR ADDTDONAL DETAILS
TRACK CONFIGURATION
DOORS UP TO 8'O" HIGH
0
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
1`1 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
1�
JAMB WITH (3) 5/16" X ( -5 /8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
83"
76" (76 °H & 8'0"H DOORS ONLY)
w
0
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083 ".
TYP. 2 -1/2" X 12 GA GALV.
STEEL TRACK BRACKETS.
ATTACHED TO JAMB WITH (1)
5/18° X 1 -5/8" LAG SCREW PER
TRACK BRACKET.
SEE DETAILS ON JAMB
CONFIGURATION
TRACK CONFIGURATION
DOORS 8'3" TO 12'0" HIGH
CENTER HANG REWIRED FOR
DOORS OVER 8' HIGH
017'. 3° GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101 °. ANGLE THICKNESS: 0.080 ".
NMI. ANGLE DIMENSIONS 3 -1/4" x 2 -7/8'.
NUi / °
ADDITIONAL MOUNTING SLOTS
III SPACED AT 12" CENTERS. DOOR
IGHT
I x
HEIGHT
E0 32"
98" 1
-12" ON CENTER 100 --L 108"
12
1
1
1
1
r
VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLTS
& NUTS FOR EACH TRACK.
14" MAXIMUM SPACING
-- FROM LAST MOUNTING
SLOT TO TRACK JUNCTION
TICK LEND H
4
22"
10'
ONE. A° TRACK BOLT ANO NUT AT EACH
MOUNTING SLOT LOCATION.
MEN
3 -1/7 ONE 5/16° x ( -5/8' LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK 801 T5 O.E. 3 -1/2 ", 10 ", 27, 34 ",
48 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 18 ". 28 ", &
40° FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE
VERTICAL /HORIZONTAL TRACK JUNCTION.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT)
///- -- HORIZONTAL JAMB
/ (NO LOAD FROM DOOR)
fFASTENER
MAX. 0.C.
N.T.E. 1/2 MAX. 0.C.
2x6 VERTICAL JAMB
FIRST (BOTTOM) ANCHOR STARTING
AT NO MORE THAN HALF OF THE
MAXIMUM ON- CENTER DISTANCE.
HIGHEST ANCHOR (NSTALLED AT
LEAST AS HIGH AS THE DOOR
OPENING.
IMPACT RESTSTANIT INJECTION MOLDED FRAME & GLAZING WINDOW UTE
NOTE: SUPPORTING STRUCTURAL ELEMENTS
SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER FOR THE WIND
LOADS SHOWN ON THIS DRAWING.
DOOR
4-40(0(47
NUMBER OF
SECTIONS.
8'0" TO 70"
4
7'6" TO T79"
5
9'0" 70 10'8"
189" TO 170"
• - SECTIONS ARE EITHER
6
7
18" OR 21" HIGH
SECTION B -B (IMPACT RESISTANT GLAZING)
641:MTNL '0'
��" -^-!}
OPTIONAL DECORATIVE
SNAP-IN INSERT.
0E108 '0' i - -•�
2.25
IMPACT RESISTANT
ONE -PIECE WJECT(ON
MOLDED GE LIMN
51.22432T FRONT
FRAME & GLAZING.
MULTIPURPOSE HIGH BOND TAPE
(BETWEEN FRAME AND FACADE).
OPTIONAL DECORATIVE
FRONT FACADE
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SION AND FRAME).
POLYSTYRENE RETAINER FASTENED TO FRAME WITH
(10) j8 x 3/4" PAN HEAD MACHINE SCREWS.
IMPACT RESISTANT GLAZING OPTION:
OPTIONAL INJECTION - MOLDED FRONT FRAME AND GLAZING PO1YCAR80NA1E UTES
AVAILABLE. OPTIONAL POLYCARBONATE W5490 IS GE LORAN SLX2432T, AN APPROVED
CC2 RUSTIC IN ACCORDANCE WITH IBC /FBC 2808.
THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE
FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE malt= MEET THE LARGE
MISSILE IMPACT TWO GYCLK: TEST REQUIREMENTS (REF. CHAPTER 18 FBC /IBC).
DESIGN LOAD'S 44A.11, PSF & -52.0 PSF
fl it''mI�'t
III{ W
Building Products
Company
TOLERANCES
Urxexe Stetted Otherwise
.00 = 0.03
.000 = 8.015
.0000 = 4.007
Degrees = *4 /7
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
NTS
01St 7%6/95
DESIGN ENGI
SCOTT
FLDJiMA u/
1 OF 2
HAIL SIZE
16'2"W x 12'0 "H
°Fscau'ImN' 14/N 4300/01/10, 4400/01,
: HDG /L, 66/7/8, H300 /01 /10, H400/01
B
DRAWING LAUNDER.
101488
YE&
M -O
y
�Irl.-
LTA MINENNIMIIIIIIMIDL
il■.,1__j
- -
1 ( I'=
_I
I
I I III I
N1 i I - 1��l i t
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LOCATION OF OPTONAL VENTS. A OPTIONAL OUTSIDE KEYED LOCK POSITION
®TOTAL VENT OPENINGS: 60 IN' PER VEHICLE
MAX. DOOR WIDTH 16' 2"
INSIDE ELEVATIONS
THIS DOOR MEETS THE REQUIREMENTS OF THE
LARGE MISSILE IMPACT AND CYCLIC TESTING.
6/2001
REVISED VERTICAL JAMB DESIGN LOAD NOTE 2.
PAGE 1 OF 2
ONE ROW OF IMPACT- RESISTANT GLAZING W EITHER
TOP SECTION (SHOWN) 0@ NEXT -TO- THE -TOP
SECTION (NOT SHOWN).
MAX. 01.2ING SIZE IS 18 -1/2° x 11 °.
GLAZING IS INJECTION MOLDED GE LEXAN SLX24321,
AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC /FBC 2806.
SEE SECTION B -B FOR ASSEMBLY DETAILS.
LOCK POSITION (BOTH SIDES).
TWO POINT LOCKING REQUIRED.
SEE LAYOUT OF EACH LOCK
OPTION ON PAGE TWO.
DOORS W1TH 2" TRACK USE (2) STACKED
TAR BRACKETS (2- 1/2 "x5 "x 12 GA.) AS
INNER BOTTOM BRACKET ATTACHED WITH (2)
1 /4°x3/4" SELF TAPPING SCREWS.
DOORS WITH 3" TRACK USE USE (1) 3 -04
ROLLER CARRIER (1- 1/8 "x2 -1/4" x 12
GA) AS INNER BOTTOM BRACKET ATTACHED
WITH (2) 1 /4"x3 /4" SELF TAPPING SCREWS.
9
8/2003
ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES
10
2/2004
JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED
11
4/2004
ADDED VARIOUS COMPONENT DIMENSIONS
12
8/2004
ADDED JAMB, JAMB FASTENER, AND END STILE NOTES
13
7/2007
UPDATED JAMB FASTENERS;
DESIGN ENGINEER WAS M. WESTERFIELD.
ADDED OPTIONAL IMPACT RESISTANT UGHTS
JAMB PREPARATION NOTE
THE METHOD OF ATTACHMENT TO THE SUPPORTING
STRUCTURE OF THE PRESSURE TREATED 2x6 14000 JAMBS
SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD
FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT
STRIDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
PREPARATION OF JAMBS BY OTHERS.
ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK
SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE
INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
SEE PAGE 2 OF 2 FOR ADDTDONAL DETAILS
TRACK CONFIGURATION
DOORS UP TO 8'O" HIGH
0
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
1`1 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
1�
JAMB WITH (3) 5/16" X ( -5 /8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
83"
76" (76 °H & 8'0"H DOORS ONLY)
w
0
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083 ".
TYP. 2 -1/2" X 12 GA GALV.
STEEL TRACK BRACKETS.
ATTACHED TO JAMB WITH (1)
5/18° X 1 -5/8" LAG SCREW PER
TRACK BRACKET.
SEE DETAILS ON JAMB
CONFIGURATION
TRACK CONFIGURATION
DOORS 8'3" TO 12'0" HIGH
CENTER HANG REWIRED FOR
DOORS OVER 8' HIGH
017'. 3° GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101 °. ANGLE THICKNESS: 0.080 ".
NMI. ANGLE DIMENSIONS 3 -1/4" x 2 -7/8'.
NUi / °
ADDITIONAL MOUNTING SLOTS
III SPACED AT 12" CENTERS. DOOR
IGHT
I x
HEIGHT
E0 32"
98" 1
-12" ON CENTER 100 --L 108"
12
1
1
1
1
r
VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLTS
& NUTS FOR EACH TRACK.
14" MAXIMUM SPACING
-- FROM LAST MOUNTING
SLOT TO TRACK JUNCTION
TICK LEND H
4
22"
10'
ONE. A° TRACK BOLT ANO NUT AT EACH
MOUNTING SLOT LOCATION.
MEN
3 -1/7 ONE 5/16° x ( -5/8' LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK 801 T5 O.E. 3 -1/2 ", 10 ", 27, 34 ",
48 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 18 ". 28 ", &
40° FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE
VERTICAL /HORIZONTAL TRACK JUNCTION.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT)
///- -- HORIZONTAL JAMB
/ (NO LOAD FROM DOOR)
fFASTENER
MAX. 0.C.
N.T.E. 1/2 MAX. 0.C.
2x6 VERTICAL JAMB
FIRST (BOTTOM) ANCHOR STARTING
AT NO MORE THAN HALF OF THE
MAXIMUM ON- CENTER DISTANCE.
HIGHEST ANCHOR (NSTALLED AT
LEAST AS HIGH AS THE DOOR
OPENING.
IMPACT RESTSTANIT INJECTION MOLDED FRAME & GLAZING WINDOW UTE
NOTE: SUPPORTING STRUCTURAL ELEMENTS
SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER FOR THE WIND
LOADS SHOWN ON THIS DRAWING.
DOOR
4-40(0(47
NUMBER OF
SECTIONS.
8'0" TO 70"
4
7'6" TO T79"
5
9'0" 70 10'8"
189" TO 170"
• - SECTIONS ARE EITHER
6
7
18" OR 21" HIGH
SECTION B -B (IMPACT RESISTANT GLAZING)
641:MTNL '0'
��" -^-!}
OPTIONAL DECORATIVE
SNAP-IN INSERT.
0E108 '0' i - -•�
2.25
IMPACT RESISTANT
ONE -PIECE WJECT(ON
MOLDED GE LIMN
51.22432T FRONT
FRAME & GLAZING.
MULTIPURPOSE HIGH BOND TAPE
(BETWEEN FRAME AND FACADE).
OPTIONAL DECORATIVE
FRONT FACADE
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SION AND FRAME).
POLYSTYRENE RETAINER FASTENED TO FRAME WITH
(10) j8 x 3/4" PAN HEAD MACHINE SCREWS.
IMPACT RESISTANT GLAZING OPTION:
OPTIONAL INJECTION - MOLDED FRONT FRAME AND GLAZING PO1YCAR80NA1E UTES
AVAILABLE. OPTIONAL POLYCARBONATE W5490 IS GE LORAN SLX2432T, AN APPROVED
CC2 RUSTIC IN ACCORDANCE WITH IBC /FBC 2808.
THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE
FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE malt= MEET THE LARGE
MISSILE IMPACT TWO GYCLK: TEST REQUIREMENTS (REF. CHAPTER 18 FBC /IBC).
DESIGN LOAD'S 44A.11, PSF & -52.0 PSF
fl it''mI�'t
III{ W
Building Products
Company
TOLERANCES
Urxexe Stetted Otherwise
.00 = 0.03
.000 = 8.015
.0000 = 4.007
Degrees = *4 /7
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
NTS
01St 7%6/95
DESIGN ENGI
SCOTT
FLDJiMA u/
1 OF 2
HAIL SIZE
16'2"W x 12'0 "H
°Fscau'ImN' 14/N 4300/01/10, 4400/01,
: HDG /L, 66/7/8, H300 /01 /10, H400/01
B
DRAWING LAUNDER.
101488
YE&
M -O
CLOPAY MODELS 4300. 4301 4310, 4400. 4401. HDG. HDGL. H300. H301. H310, H400 1-1401
HOLMES MODELS 66. 67. 68: IDEAL MODELS SP200, SE200, SF200
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTE :
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2,.6 VERTICAL
DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -416 LB. PER UNEAR FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SUR
A. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED 5000 BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE 02 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT
LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fe) FOR DOORS UP TO 8'0" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE 82 OR BETTER) WOOD STUDS
OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL. EXTREME FIBER STRESS IN BENDING (,) FOR DOORS UP TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM
FOOTING TO TIE BEAMS.
BLOCK WALL OR CONCRETE
2x6 SYP (GRADE 02 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR
CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING
BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS
TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY
THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
PAGE 2 OF 2
SY? (GRADE 92 OR BETTER) JAMBS. NO LOAD FROM THE
FACE.
AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE -
STEEL
REWIRED?
FASTENERS
BLOCK WALL
14° x 1 -1 4" IN EM8ED TAPCON CONCRETE ANCHOR
4 -1/2"
T. O.D.
2000 P51 MIN. CONCRETE
1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR
12 -1/2"
1" O.D.
1000 PSI MIN CONCRETE
1/2" x 1 -3/4" MIN. EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR
12 -1/2"
14"
INCLUDED
INCLUDED
2000 PSI MIN. CONCRETE
3/8" X 4' -. 14 861
WOOD FRAME (SNP 0.55 SC)
1/2" x 3' LAC SCREW (ASTM A307 GRADE A) 1 -5/8" EMBED INTO or P
ireiTfiM
1 0.".
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 °, EXCLUDING STUCCO THICKNESS.
" FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM 014- CENTER
DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
9143(5/8° SHEET METAL SCREWS
1/4 ",3/4' SELF
TAPPING SCREWS.
14 GA. END HINGE$ 18 GA,J2LIERMEINATE 141NGF.
7 -1/2° x 2 -3/4" 7-1/2 x 2 -1/4'
REV
DATE
DESCRIPTION
14
2/2008
SEE REVISION HISTORY ON PAGE ONE.
1' DOOR OVERLAP (EACH SIDE)
2,6 SNP WOOD JAM8. SEE 3" MIN
"JAMB PREPARATION NOTE °.
2 -1/2' X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/8" X 1 -5/8"
LAG SCREWS NOT TO EXCEED 14"
ON- CENTER. MIN. OF (9) LAG
SCREWS REQUIRED PER JAMB.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 GA CALV. STEEL DOUBLE- END -STILE FASTENED WITH (I) 88 X 1/2' WAFER SCREW.
END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8 ".
JAMB CONFIGUR DON
DOORS UP TO 8'0' HIGH
rI�_"1.�411L!r
7/16" I.D. ROUND
PUSH NUT
FASTENER.
2' GALV. STEEL TRACK FASTENED TO
12 CA CALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4' DIA. RIVETS OR
(1) 1/4' X 5/8" BOLT & NUT PER
TRACK BRACKET.
18 CA. CALV. STEEL CENTER HINGE
FASTENED TO INTER. STILES W /(4) EACH
814x5/8' SHEET METAL SCREWS.
14 GA GALV, STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 814x5/8'
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. 7 -1/2' LONG STEM, 10 BALI STEEL ROLLER.
SECTION C -C
1" DOOR OVERLAP (EACH 010E)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE ".
,IAMB CONF1GURATIO
STOP MOULDING BY DOOR INSTALLER (TO SUIT). pQORS 8'3" TO 12'0" IGH
16 CA GAIN. STEEL DOUBLE- END -STILE FASTENED WITH (1) 98 X 1/2" WAFER
SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8'.
3 -1/4° x 2 -7/8' MIN. x 0.080" TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION ON PAGE ONE.
0.101" THICK 3" CALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4 "x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
18 GA GALV. STEEL CENTER HINGE
7/16" I.D. ROUND FASTENED TO INTER. STILES W /(4) EACH
V. PUSH NUT 914,5/8' SHEET METAL SCREWS.
FASTENER.
14 GA GALV. STEEL ROLLER HINGES FASTENED TO END
STILES 111/(4) EACH 814x5/8' SHEET METAL SCREWS
AND (2) 1/4' SELF TAPPING SCREWS PER END 1-11140E.
3' DIA. 8 -1/2' LANG STEM BALI. BEARING STEEL ROLLER.
SECTION C -C
-1/2"
—1 (- 5/8" (TIT.)
VIEW °E"
6" TALL C- CHANNEL
16 GA GALV. STEEL
TONGUE AND
GROOVE JOINTS.
27 GA (0.016' MIN.) EXTERIOR STEEL SKIN
(MIN. YIELD STRENGTH: 27 KSI, DRAWING
QUALITY) WITH G -40 MW. CALM.
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
ritouucragosso
130Idiag Cede
ibOation
INTER.
STILE
OUTSIDE
HANDLE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES 114
TRACK ON
EACH SIDE
OF DOOR.
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE .BOLT
LOCK OPTION
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER. STILE
OUTSIDE KEYED
HANDLE
END
STILE
INSIDE HANDLE
„3130IQE�1' YL 'K
SNAP I ATCH I OCK OPTION
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR
1.65" THICK, 18 0ENSOY EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO 6011-1 EXTERIOR AND 1N1ERIOR
SKINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES, INC.
OR FALCON FOAM.
TOP SECTION WITH L1TE8: (2) 18 GA. GAUL STEEL TOP ROLLER
BRACKETS (2 -7/16" x 3- 3/4•'). EACH BRACKET ATTACHED W /(4)
814,5/8° SHEET METAL SCREWS.
50110 TOP SECTION; (2) 12 C. GALV. STEEL TOP ROLLER
BRACKETS (2 -1/2' x 5- 3/8'). EACH BRACKET ATTACHED W /(4)
1114,5/8' 514EET METAL SCREWS. ADJUSTABLE SUDE ATTACHED TO
TOP BRACKET WITH (2) 1/4%1/2' BOLTS AND NUTS PER BRACKET.
1-1/4" WIDE x 16 GA. GALV. STRAP. (1) AT EACH
EXTERNAL BACKUP PLATE; (2) AT EACH ENO STILE.
EACH STRAP ATTACHED WITH (3) 1/4',3/4' SELF
TAPPING SCREWS (IWO SCREWS TO DOOR, ONE
SCREW TO C- CHANNEL).
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO ENO STILES WITH (4) 914,5/8"
SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING
SCREWS. SEE VIEW °B'.
SECT KN A -A (5100
ONE 6° TALL, 18 GA C- CHANNEL PER DOOR SECTION.
ATTACHED WITH (2) 1/4'43/4" SELF TAPPING SCREWS PER
ENO STILE AND (1) 1 /4'x3 /4' SELF TAPPING SCREW PER
BACKER PLATE LOCATION. 5EE VIEW E.
27 CA. (0.018" MIN.) ANTERIOR STEEL SKIN (DRAWING
QUALITY) WITH 0 -40 MIN. GALV.. BNCED -ON PRIMER AND
A 8AKED-ON POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
13 GA CALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4)
914x5 /6' SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
DESIGN LOADS: +46.6 PSF & -52.0 PSF
Building Products
Company j_
TOLERANCES
Ratan Stated otAe,xise
0 1.03
.000 8.015
.0000 - 8.007
089484, = 81/2'
SCALE. ,• NTS
DAT3. 7/095 •
PAGE.
2 OF 2
NU. SIZE
16'2'W x 12'0 °H
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4$00
DESIGN ENGINEER.
1<L0 HAMII�ON, P
FLO �7i s...
DASCR(P110N• ■/N 4300/01/10, 4400/01,
143)6/1, 66/7/8. H300/01/10. 14400/01
By-� DRAVWG MAIDEm
101488
VEIA
M -D