RC-08-1694Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 10/14/2008
Inspector: Bruhn, Norman
Owner: AMORUSO, GLEN
Job Address: 52 98 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Block:
Phone Number
Parcel Number 1132060130920
Lot:
Building Department Comments
GARAGE DOOR REPLACEMENT
Passed
Inspector Comments
CC
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, October 10, 2008
Page 1 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
RECEPVE
s' '' If 2000
Permit No. 1 \C 04F-1660-
aster Permit No.
Permit Type (circle): 1 uildin Roofing
AXE ,r�/nr�e U� 3 4) 5 -S-414- 942:3- Owner's Name (Fee Simple Titleholder) Phone #
Owner's Address 5,2 //✓E / V 7M $
City /nIA�J�/lP) J79cfA E S State Pz
Zip 33131
q
Tenant/Lessee Name Phone # J.'r C' C'S o 54 C' f 11OI S
Job Address (where the work is being done) ' «' iiiYFE 4J ii" Z2liS
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES X NO
Contractor's Company Name
i 4m E 44J Ae" YL
Phone #
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ �. 196® Square / Linear Footage Of Work:
of Competency No.
Type of Work: LjAddition ['Alteration ['New Repair/Replace
Describe Work:
? 'PA Ile 4- 6,1R4 1 ' ,8 e.
❑ Demolition
***************************************Fees********* } ��� : ******* �x�a/ *j*** *hx******* **** * *:x***
Submittal Fee $ , Permit Fee $ f 0o. W CCF $ 0, 66 CO /CC
Notary $ 5, Ul! Training/Education Fee $ 6 Technology Fee $ Z 36
Scanning $ 3,. W Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 111.3D
See Reverse side --*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 FI.F,CTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
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.
"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 w occurs seven (7) days after the building permit is issued d In the abs ce of such posted notice, the
inspection will , 't b, app ov 4 and a reinspection fee will be charged.
Owner or Agent
Signature l ''
Q Contractor
The foregoing instrument was acknowledged before me this U The foregoing instrument was acknowledged before me this
day of , 2O , by GI(10 1 ,) , day of , 20 _, by
who is personally known to me or who has produced I 1 � !AwI.S Lit/ who is personally known to me or who has produced
(0-136040 As iden ; ation and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
5 hrpno1E
Sign:
Print:
My Commission Expires:
**• x*************** * ***********:x**** * * ** r**** * *** * ********************************************1c**********
APPLICATION APPROVED BY:
(Revised 07/10/07)
Z"6 Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORE
i qi
SEP• 2 op
OWNER BUILDER DISCLOSURE STATEMENT
4,A, NAME: E it al/Pkic O
ADDRESS: S02 //E 9Y i l�
DATE: 6'41'7
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed .contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two - family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Myself.
2. I understand that as an owner- builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application. Inactive
permits for a period of over 180 days will become null and void (expired)
and a new permit will be required to be issued for reinstatement of the
permit.
Initial
3. I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code — only if the structure meets the
minimum code.
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
Initial e'
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial
7. I understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this J day of
By Cc 1611A S 1- 401056
who was personally known to me or who has
Produces there Lic;, e or '1"5 1./G 6'? 60'4 as identification.
OWNER
Miami Shores Village
Building Department
1.0050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. ea- 0 Z?J 1694-
Job Name APO/2050
Date GI'- 23-OF
BUILDING CRITIQUE SHEET
PPf y C�,�.,� l� .(5%,e)R— 131 ®off .
Reviewer:
Claudio Grande C.B.O
305- 795 -2204 Ext 1430
Teh d,ec.
4
s-c2 ivz (177k 37 yiii,o/ths d*affIE
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SUTLIES110 COMPLIANCE W1 ALL FE
STATE AND COUNTY RULES AND REGULATIONS
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BUILDING CODE COMPLIANCE 01414410E (BCCO) •
PRODUCT CONTROL DIVISION
•• • • • •• •
NOTICE OF ACCEPT) c X1l A) •
•• • • • • •
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.
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1)ADE COUNTY, FLORIDA
BADE FLAGLER BUILDING
ER STREET, SUITE 1603
I, FLORIDA 33130 -1563
1 FAX (305) 372 -6339
de.gov/buldingcode
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DESCRIPTION: Steel Sectional Garage Door 9' wide w/ Optional Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant
Lites ", sheet 1 of 1, dated 06/13/08, 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.
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 # 03- 0428.04 and co ,_ _„_; vidence pages E -1 and E-
2, as well as approval docume
The submitted documentation
MIAMI DADE.COUNTY
APPROVED
NOA No 08- 0618.03
on Date: August 21, 2013
proval Date: July 24, 2008
Page 1
SU ECT TO COMPUANCE WITH ALL FEDERAL
STATE AND CCUN t RULES AND REGULATIONS
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Clopay Building Products Company
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• NOTICE Off" ACCEPTANCE: EVIDENCE SUBMITTED
•• • • • • • •• ••• ••
• • •
• A. DRAWINGS •
•
1. Drawing No. 1017b2, ¶fitted !`Single far W7 Pan Door with Impact Resistant Lites ",
sheet 1 of 1, dated 06/13/08, 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 9'x 8', 24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0305.01 -08, dated 05/28/08, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B117 of painted G40 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.
C. CALCULATIONS
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated
06/13/08, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
1 36/4
arlos . Utrera, P.E.
Product Control Examiner
NOA No 08- 0618.03
Expiration Date: August 21, 2013
Approval Date: July 24, 2008
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SO 011
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Clopay Building Products Company
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NOTICE ai:A.eiE. P . N .. • .. •
: :1VVIENCE SUBMITTED
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E. MATERIAL CERTIFIcAthl/S; ; : :. '.
1. Test report on Accdlefattd:AP•ea fierier• UPS i g Xenon Arc Light Apparatus per ASTM
G155 of Lexan StX223T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E.
Droz -Seda, F.E.
2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E.
3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 06 -T634, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E.
4. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Bum 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.
F. STATEMENTS
1. Statement letter of conformance issued by Clopay Building Products Company, dated
06/13/08, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/08, signed and sealed by Scott Hamilton, P.E.
G. OTHER
1. Notice of Acceptance No. 03- 0428.04, issued to Clopay Building Products Company,
approved on 06/05/03 and expiring on 08/21/08.
X11 °1
arlos M. trera, P.E.
Product Control Examiner
NOA No 08- 0618.03
Expiration Date: August 21, 2013
Approval Date: July 24, 2008
E -2
4
CLOPAY MODELS 84A, 94, 98, H94
IDEAL MODELS: 4RST, H4ST, 4F
HOLMES MODELS: 48
MAX. DOOR HEIGHT = 12'
ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM. END STILES
HAVE (2) TOG -L -LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE:
• 21" SECTIONS HAVE (6) TOG -L -LOC CLINCHES;
o 18" SECTIONS HAVE (4) TOG -L -LOC CLINCHES.
(1) INTERMEDIATE STILE BETWEEN EACH EMBOSS,
ATTACHED WITH TOG -L -LOC [(2) AT TOP & BOTTOM]
D URETHANE ADHESIVE (ALONG CENTER).
—► A
ONE ROW OF IMPACT - RESISTANT GLAZING IN EITH R
TOP SECTION (SHOWN) OR NEXT -TO- THE -TOP
SECTION (NOT SHOWN).
MAX. GLAZING SIZE IS 18 -1/2" x 11 ".
GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T,
AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC /FBC 2606.
SEE SECTION B -8 FOR ASSEMBLY DETAILS.
SEE INTERMED. HINGE
DETAIL.
SEE END HINGE DETAIL.
I' I� �I I, I ♦ LOCK POSITION (BOTH SIDES). SEE
LAYOUT OF EACH LOCK FOR DETAILS.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON EACH
SIDE OF DOOR
INTER. STILE
OUTSIDE
KEYED
HANDLE
END
STILE
LOCATION OF
OPTIONAL VENTS
MAX. DOOR WIDTH = 9' -0"
INSIDE HANDLE
OUTSIDE KEYED LOCK OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION LOCK BAR LOCKING
INSIDE ELEVATION
INTER.
STILE
OUTSIDE
HANDLE
2 -3/4° 2 -1/4'
(4) # 146/8" SHEET METAL
SCREWS
(4) 1/4 "x3/4" SELF
TAPPING SCREWS
14 GA. END HINGES
VIEW "B"
END
STILE
LOCK
BAR
GUIDE
SECTION B —B
i"�pETA1L 'D'
DFTAIL
OPTIONAL DECORATIVE
SNAP -IN INSERT.
0.188
MULTIPURPOSE A
HIGH BOND TAPE.
OPTIONAI DECORATIVE
FRONT FRAME FACADE.
GE SSG4000AC STRUCTURAL
SILICONE SEALANT.
IMPACT RESISTANT
ONE -PIECE INJECTION
MOLDED GE LEXAN
SLX2432T FRONT
FRAME & GLAZING.
POLYSTYRENE RETAINER
FASTENED TO FRAME WITH
(10) #8 x 3/4" PAN HEAD
MACHINE SCREWS.
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION
94, H94,
4RST, H4ST
84A, 4$
W00DGRAIN TEXTURE. RAISED PANEL, GALV. INTER. STILES
98, 4F
-
W00DGRAIN TEXTURE, FLUSH PANEL GALV. INTER. STILES
24 GA. (0.0239" MIN. THICK) DDS STEEL
(MIN. YIELD 35.7 KSI) EXTERIOR SKIN WITH
G -40 GALVANIZING, BAKED -ON PRIMER
AND A BAKED -ON POLYESTER PAINTED
TOP COAT APPLIED TO BOTH SIDES OF
STEEL SKIN. (ASTM No. 4653).
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
7 -1/2°
18 GA. INTERMEDIATE HINGE
VIEW 'C"
JAMB CONFIGURATION
SLIDE BOLT LOCK
ENGAGES INTO
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE, 2- 5/8 "x2 ".
20 GA. MIN. GALV. STEEL INTERM. STILE, 2 "x2 ".
SHIP LAP JOINTS.
SECTION A —A
2" THICK
12 GA. GALV. STEEL TOP
ROLLER BRACKET
(2 -1/2° x 5- 3/8 ").
EACH BRACKET ATTACHED
W /(4) #1425/8" SHEET
METAL SCREWS.
PROrXJCFREVISED
as complying with the Elands
Building Cod:
Acceldaux No /23 —e2 -
r.<:77-_
BY
Miami
12 GA. GALV. STEEL. TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16 "x1 -1/2"
WOOD LAG SCREW PER BRACKET.
2° GALV. STEEL TRACK FASTENED
TO TRACK BRACKETS. EACH
BRACKET ATTACHED WITH ONE
1/4 °x5/8° BOLT & NUT 2 TWO
1/4" RIVETS.
18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER
STILE W /(4) EACH #14x5/8" SHEET METAL SCREWS.
7/16" ROUND PUSHNUT 5 INSTALLED ON EACH ROLLER SHAFT.
14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH
#14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS.
2" 10 BALL STEEL ROLLER (1- 3/16 "x7 /16 "x4 ")
WITH STEEL OR NYLTON TIRE.
4
3
14 GA. GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W /(4) #14x5/8"
SHEET METAL SCREWS
& (4) 1/4" SELF
TAPPING SCREWS.
TABLE 1
TRACK CONFIGURATION
• SECTION ARE EITHER 8" OR 21' HIGH
ITT
CC
0
1
(2
z
00.
REV
DATE
DESCRIPTION
02
03/16/01
0 -40 MIN. WAS G -60
03
04/2003
ADDED EXTENDED HEIGHT MODELS
04
06/13/08
ADDED OPTIONAL IMPACT RESISTANT LITES
HORIZONTAL TRACK SUPPORT
BY DOOR INSTALLER (TO SUIT).
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
VERTICAL TRACK ATTACHED TO FLAG BRACKET
WITH (1) 3/8 "x3/4" CARRIAGE BOLT.
13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO
WOOD JAMB WITH (3) 5/16 "x1 -1/2" WOOD LAG SCREWS.
VERTICAL TRACK ATTACHED TO HORIZONTAL
TRACK WITH (2) 1/4 °0/4° TRACK BOLTS.
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.060 ".
TYP. 2 -1/2 "x12 GA. GALV.
STEEL TRACK BRACKET.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
LHR TOP BRACKET
DOUBLE HORIZONTAL
TRACK
flj
I�
N
1il
DOUBLE TRACK
LOW HEADROOM OPTION
DOOR
HEIGHT
NUMBER
DOOR HEIGHT
OF
C -90 BLOCK (HOLLOW OR
GROUTED)
SECTIONS*
6'0" TO 7'0"
4
7'6" TO 8'9"
5
9'0" TO 10'6"
6
10'9" TO 12'0"
7
• SECTION ARE EITHER 8" OR 21' HIGH
ITT
CC
0
1
(2
z
00.
REV
DATE
DESCRIPTION
02
03/16/01
0 -40 MIN. WAS G -60
03
04/2003
ADDED EXTENDED HEIGHT MODELS
04
06/13/08
ADDED OPTIONAL IMPACT RESISTANT LITES
HORIZONTAL TRACK SUPPORT
BY DOOR INSTALLER (TO SUIT).
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
VERTICAL TRACK ATTACHED TO FLAG BRACKET
WITH (1) 3/8 "x3/4" CARRIAGE BOLT.
13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO
WOOD JAMB WITH (3) 5/16 "x1 -1/2" WOOD LAG SCREWS.
VERTICAL TRACK ATTACHED TO HORIZONTAL
TRACK WITH (2) 1/4 °0/4° TRACK BOLTS.
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.060 ".
TYP. 2 -1/2 "x12 GA. GALV.
STEEL TRACK BRACKET.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
LHR TOP BRACKET
DOUBLE HORIZONTAL
TRACK
flj
I�
N
1il
DOUBLE TRACK
LOW HEADROOM OPTION
DOOR
HEIGHT
"L"
BRACKET PLACEMENTS
STEEL
WASHERS
REQUIRED?
C -90 BLOCK (HOLLOW OR
GROUTED)
"X1"
"X2"
"X3"
"X4"
"X5"
"X6"
6' -6"
70"
3 -1/2
10
35"
60°
-
-
7' -0"
76"
3 -1/2"
10"
38"
66"
-
-
7' -8"
82"
3 -1/2"
10"
34"
58"
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8'-O"
88"
3 -1/2"
10"
34"
58"
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8' -6"
94"
3 -1 2"
10"
34
58"
82"
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PREPARATION OF JAMBS BY OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
CODES FOR THE LOADS LISTED ON THIS DRAWING.
NOTES'
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE
VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
HORIZONTAL (TOP) JAMB.
2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH
MOUNTING SURFACE.
3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR
ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP
(GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER
STRESS IN BENDING (F,). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
BLOCK WALL OR CONCRETE
2x6 SYP (GRADE #2 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.
2 -1/4" TALL x 20 GA. GALV.
STEEL (MIN. YIELD 80 KSI)
U -BAR. TWO U -BARS PER
SECTION, EXCEPT THIRD
SECTION WHICH HAS ONLY
ONE U -BAR. EACH U -BAR
ATTACHED WITH 1/4" SELF
TAPPING SCREWS. (2)
SCREWS AT EACH END AND
INTERMED. STILE LOCATION.
13 GA. GALV. STEEL BOTTOM
BRACKET (3 -1/2" x 5 -1/2 ")
ATTACHED WITH (2) #14x5/8"
SHEET METAL SCREWS.
MAX. O.C.
l
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS
(((""" HORIZONTAL (TOP) JAMB
j (NO LOAD FROM DOOR)
FASTENER
TYPE
2x6 VERTICAL JAMB
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON CENTER
DISTANCE
BETEEN
FASTENERS
STEEL
WASHERS
REQUIRED?
C -90 BLOCK (HOLLOW OR
GROUTED)
1/4" x 3" (1 -1/4" EMBED) ITT TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE)
10 -1/2"
1" 0.0.
2,000 PSI MIN. CONCRETE
1/4" x 4" (1 -3/4" EMBED) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE)
24"
1" 0.0.
3,000 PSI MIN. CONCRETE
1/2" x 4" (2 -1/4" EMBED) SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR (2" MIN. EDGE DISTANCE)
21 -1(2"
INCLUDED
WOOD FRAME
1/2° x 4" 1 -548" EMBED) LAG SCREW (ASTM 4307, GRADE A) (2 -1/2" MIN. EDGE DISTANCE)
24
1" 0.D.
2,000 PSI MIN. CONCRETE
1/2" x 4" (2 -1/2" EMBED) WEJ -IT SLEEVE ANCHOR (2 -1/2" MIN. EDGE DISTANCE)
24"
INCLUDED
- FIRST ANCHOR /SCREW STARTING FRO
HIGHEST ANCHOR /SCREW INSTALLED
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. EXTRUSION
ATTACHED WtTH #8x1/2" SELF TAPPING SCREWS AT 18"
ON CENTER SPACING [(6) SCREWS ON 9'W DOOR).
Building Products
Company
TOLERANCES
Unless Stated Otherwise
AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE.
AS HIGH AS THE DOOR OPENING HEIGHT.
•• ••• • • • • • ••
0ItI 00
.000
.0000
Degrees
•
SCOTT HAI LTON. P • •• )EltI(SN•t.tAD6'
FLORIDA P.E! io. 626 • • • • • •
SCF1tRk ••• •• • • NG•
NOTED 1 OF 1
±.03
±.015
±.007
±1/2"
+42.0 PSF & —48.0 PSF.
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OHIO 45040
(511) 770-4800
2
DATE` 06/13/08 • • •
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MAX. SIZE
9'0 "W x 12'0 "H
DESCaAiIOS••SINGLE CAR W7 PAN DOOR
•
•• ! • *WITH IMPACT RESISTANT LITES
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• DI4PAW!NG NUMBER
• •101702
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VER,
MD
D
C
1-
B
A
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