WS-11-1947Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 171422 Permit Number: WS -10 -11 -1947
Scheduled Inspection Date: March 26, 2012
Inspector: Bruhn, Norman
Owner: DIRENZO, RICHARD
Job Address: 9127 NW 1 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1131010160100
Building Department Comments
REPLACE 9X7 GARAGE DOOR FOR NEW HURRICANE
MIAMI DADE CODE APPROVED GARAGE DOOR
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 165713. NO ACCESS. NB
March 23, 2012
For Inspections please call: (305)762 -4949
Page 25 of 37
'-2-bri —e-4412-/-)
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type
Owner's Name (Fee Simple Tit
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Owner's Address
City /`"/ 1 pjif i i4OZ.EcS State FL- Zip /$v
Tenant/Lessee Name Phone #
ROOFING.
eholder) (.1Jfa ,� � `� ZJ Phone #
' 7 /s - A,
OCT 2 1.2011
\ 4-
Permit No .\ "�' I
Master Permit No.
7 '37 *4831
Email ICI NCAL /Cv'tiJSMOk.E`R 0610 L e?M
Job Address (where the work is being done)
City Miami Shores Villa • e
FOLIO / PARCEL # 1-3/0
1_o
9la7 a.lL() /5r Ave
County Miami -Dade Zip 2 3 SQ
-0100
Is Building Historically Designated
Contractor's Company Name
Contractar's Address
YES
NO
Flood Zone
Phone # g$5- 8S'3GD
City t " kt %1 6 State Zip r 1
Qualifier Name tt)ta , f/ fz ‘14.(,, t/(dL Z Phone # ZICe5 gg
Certificate of Competency No. 7D - L, 5 Q
State Certificate or Registration No.
'Contact Phone ('ctj g46
Architect/Engineer's Name (if applicable)
E -mail
Dc
Phone #
Value of Work For this Permit $ g,
�7 � ----- Square / Footage Of Work: �
Type of Work: ❑Addition [Alteration [New
�Repair/Replace
❑Demolition
X111 �.� � (At- tf X90/ -boy N
Describe Work:
*,****** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * ** * * * * * * * * * * *x
Submittal Fee $
Notary $
Scanning $
Double Fee $
Permit Fee $
Training/Education Fee $
Radon $
CCF $
DPBR $
CO /CC $
Technology Fee $
Bond $
Violation date: ���
Structural Review. $ Total Fee Now Due $
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 ELECTRICAL 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 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.
Sign
Owner or Agent
The foregoing instrument was acknowledged before me this I
day of D64- ,20 1( ,by 2,i /J bI
Signature
Contr
The foregoing instrument was acknowlee �
jdged before me this I ( +
day of ��c )6f 20 11 , by F'rC he'4'0 CPl( 21
who is personally known to me or who has produced who is personally known to me or who has produced
51- 0 36.- 3?— �4' —as identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign: i ,may
Print:. I v �1 �✓'j—ov NOT'
Commission # EE045530
Expires: DEC. 03, 2014
BONDID THRU ATLANTIC BONDING CO., INC.
My Commission Expires:
APPROVED BY
C>iic Plans Examiner
Engineer
(Revised 07 /10 /07)(Revised 06/10/2009)
NOTARY PUBLIC:
Sign:
Print:
My Commission Ex
Sandra A. Galano
Commission #DD811516
Expires: AUG. 04, 2012
BOARD THRU ATLANTIC BONDING CO,, INC,
Zoning
Clerk checked
s
• -/-/Yfio,,S'
■
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
'
BLDG DEPT
/jr�7 k�/
/ 4 &
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
•• •••
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•
•
•
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•
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•
•
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•
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•
•
•
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•
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•
•
•
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• • •• •
1
•
... • • • ••• • •
• • • • • • • •• •.
• •
• • • • • • • • • • • • • •
• • • • ..• • • • • • •
• • -• • • • • • •
••• • • ••• • • •
• • •
•• •• • • • • . • • • ••
• • • • • • • • • •
• • • • • • • •
• • • .• • • • •
••• ••• Of •.•• • •••
•• ••• •• • •• •..
• • • • • ' • • • •
• • • •
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•
•• ••• • • • • • ••
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR
146 MPH, EXPOSURE C
DADS CO., FLORIDA
2007 FLORIDA BUILDING CODE (ASCE7)
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE
FOLLOWING ASSUMPTIONS:
1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5)
ACCORDING TO ASCE7 CALCULATION METHODS.
2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE.
3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00)
NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT
REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.
THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER
NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE
NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE
INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE
THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL
CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE.
Chime
BUILDING PRODUCTS
A Grffo i Coinpany
WORST CASE DESIGN PRESSURES (PSF
WORST CASE DESIGN PRESSURES (PSF
MEAN ROOF HEIGHT
UP TO 15'
16'
22'
17'
23'
18'
24'
19'
25'
20'
OPENING SIZE
'ZING SIZE 1
8'x7'
+41.3,
-51.9
+41.8,
-52.5
+42.3,
-53.1
+42.8,
-53.7
+43.3,
-54.3
+43.7,
-54.9
8'x8'
+40_9, -51.1
+41.4,
-51.7
+41.9,
-52.3
+42.4,
-52.9
+42.8,
-53.5
+43.3,
-54.1
9'x7'&1.---41.0,
-5j
+41.4,
-51.8
+41.9,
-52.4
+42.4,
-53.0
+42.9,
-53.6
+43.4,
-54.2
9'x8'
+40.6, -50.4
+41.0,
-50.9
+41.5,
-51.5
+42.0,
-52.1
+42.5,
-52.7
+42.9,
-53.3
16'x7'
+39.2,
-47.7
+39.7,
-48.2
+40.1,
-48.8
+40.6,
-49.4
+41.1,
-49.9
+41.5,
-50.5
p
16'x8'
+38.8,
-46.9
+39.3,
-47.4
+39.7,
-48.0
+40.2,
-48.5
+40.6,
-49.1
+41.1,
-49.6
18'x7'
+38.9,
-47.0
+39.3,
-47.5
+39.8,
-48.1
+40.2,
-48.6
+40.7,
-49.2
+41.1,
-49.7
18'x8'
+38.5,
-46.2
+38.9,
-46.7
+39.4,
-47.3
+39.8,
-47.8
+40.3,
-48.3
+40.7,
-48.9
WORST CASE DESIGN PRESSURES (PSF
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOWING B NDS: CLOPAY, IDEAL, AND HOLMES.
/RA
I ton, P.E.
DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
FLORIDA P.E. No. 63286
6/17/2011
File: DADE CO WORST CASE R00 [RETROFIT]
410 •00 • • • • • ••
•
• • •
• •
•
00 •00 00 • • • 00
000 0410 • •0. • 90.
• • • • • • • .
• • • • • • • 0
• • • • • • • • • •
•• •• • • • • • • ••
• • • • • • • •
••• • • • •
• 0 • • •
• • • •••
• • • • • •
• •• .. • •
•00 • • •
.0. • •
• • •
• • •
• • • •
• •• ••
MEAN ROOF HEIGHT
21'
22'
23'
24'
25'
OPENING SIZE
8'x7'
+44.1,
-55.4
- +44.5,
-55.9
+44.9,
-56.4
+45.3,
-56.9
+45.7,
-57.4
8'x8'
+43.7,
-54.6
+44.1,
-55.0
+44.5,
-55.5
+44.9,
-56.0
+45.2,
-56.5
9'x7'
+43.8,
-54.7
+44.1,
-55.1
+44.5,
-55.6
+44.9,
-56.1
+45.3,
-56.6
9'x8'
+43.3,
-53.8
+43.7,
-54.3
+44.1,
-54.7
+44.5,
-55.2
+44.8,
-55.7
16'x7'
+41.9,
-50.9
+42.3,
-51.4
+42.6,
-51.8
+43.0,
-52.3
+43.4,
-52.7
16'x8'
+41.5,
-50.1
+41.8,
-50.5
+42.2,
-51.0
+42.6,
-51.4
+42.9,
-51.8
18'x7'
+41.5,
-50.2
+41.9,
-50.6
+42.2,
-51.1
+42.6,
-51.5
+43.0,
-51.9
18'x8'
+41.1,
-49.3
+41.4,
-49.8
+41.8,
-50.2
+42.2,
-50.6
+42.5,
-51.1
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOWING B NDS: CLOPAY, IDEAL, AND HOLMES.
/RA
I ton, P.E.
DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
FLORIDA P.E. No. 63286
6/17/2011
File: DADE CO WORST CASE R00 [RETROFIT]
410 •00 • • • • • ••
•
• • •
• •
•
00 •00 00 • • • 00
000 0410 • •0. • 90.
• • • • • • • .
• • • • • • • 0
• • • • • • • • • •
•• •• • • • • • • ••
• • • • • • • •
••• • • • •
• 0 • • •
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•00 • • •
.0. • •
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A °
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 he 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 Insulated Garage Door with Impact Resistant Lites to 9'0" Wide.
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDGIHDGL, 66/68, 4300/01, 4310 /67/HDGL,
4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed
and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval 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 111.ami Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. 1I any peitiOn:ofettle 3O2 Ls'displayed, then
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov/buldingcode
it shall be done in its entirety. • .. •• . • •. • •
•INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacthrerlbr its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E -1, as wails approvaldgcdnnt rneniti owed above.
The submitted documentation was reviewed by Carlos M. Utrep, P .: • • : .' .. :
• . .
•
•
•
•
NOA No 07- 0807.14
Eapi;attirBatet September 20, 2012
4pgrblva1 Seltember 20, 2007
• •• • • . :• .. Page1
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Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
Models, ", dated 11/19/96, sheet 1 of 1, 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,
2) Large Missile Impact Test, per FBC TAS 201,
3) Cyclic Wind Pressure Test, Loading per FBC TAS 203,
Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson,
P.E.
C. CALCULATIONS
1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton,
P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Tensile Test, per ASTM E8, Reports No. HETI -06- T6041605/606, prepared by
Hurricane Engineering & Testing, Inc., dated 09/22/06, signed and sealed by Rafael E.
Droz -Seda, P.E.
2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 - 04-63365,
prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D.
Lee, P.E.
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500,
prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony
Penaloza. •
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated
10/04/05 and Report No. 3094867SAT -001, dated 04 /13/06, prepared by Intertek
Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS • • ••• •
1. Statement of code conformance, dated July 31, 2007, s3gilg4 allot sealed Scott
• •••••••••
Hamilton, P.E. • • • . . • •• • • 2. Statement of no financial interest, dated July 31, 2007, signed and'seralerdb_ Scott
Hamilton, P.E.
E -1
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•'
eafr
• • • Cr 1S Utrera, P.E.
Product Control Examiner
NOA No 074807.14
':'
•
•i• •• • •• • • • • •• •• P neate• September 20, 2012
?paal • ate September 20, 2007
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0
4
CLOPAY MODELS H400. H401. H300. H301. H31Q
HOLMES MODELS 66. 67. 6$
2 3 0.038• MEN CAWAW2E0 STEEL OCHER PLATES ATTACHED TO
®DOOR SON WAN PATENTED 100 -1 -0.00 SYSTEM (NOT VISIBLE FROM
OUTSIDE). REINFORCEMENT PLATES ARE LOCATED AT 108 TOP AND 807100
OF EACH SECTION AT EACH 077TGE LOCATOR.
-yA A, DPT•1MM ONE ROW OF O4PACT- RESISTANT
CLAM N LOSER TOP SECTION (5X041()
OR NEKl- 10- THE -TOP SECTION (NOT
NEE 18-1 11•.
CALNO IS MECUM: MOW 98 A00044
51124320. AN 0750000 N
0(2 1110570
SEE SECTION 80-9 FOR ASSEMBLY 081080.
iemo.�vW wm,4e. -•�.p
F - -MAK. FINK MOTH B 0• -�
04IDF FICATION
TABLE 1
DOOR HEIGHT
NUM
OF
SECTIONS'
• 441mV ARE OINM 1C m 21• qm
81.4 Im twT.ata
Nam ma
Wm ON
ENNI Not
or WAR.
NNrc qAf 6mT
2 -3/41 1-• 2 -1/4• (MIN T.
4 t..s /e• =ET =AL
I 14: •
• • 7 -1/2• • • •
• • ••
4 1/413/4• Stf •
• • �'.: � S.1�INp SCRD13
•.
•
He �+ mlexl',HA
IR2
yEW 're
• VIEW "B "• • •
•
••••
••• '•B CO N Ftgitti, 1490!
• •2�
• • •IV' JAtlB *d
r!
• •
•
TRACK MAGNETO
FASTENED TO WOOD JAMB
• ;••TEi %g •
• 2. 801.Y. STEEL•I•C.
• FASTENED TO TRACK
••••salICA15. EACH BRAE
ATTAINED ORB OW
1 /e.S /B' 801.1 SPAIRIDIIIP • •
IAN 1/4' ONUS. •
•• ••
• •
a' SECTION B -q
(100 10
ISTTRINE RETAINER
F
FASTE TO FRANZ 00100
10 A 34'PAN HEN
TABLE 2
INSTALLER
04000.
RETAIL
MODEL
COMMOTION
4300. NW
17400. (R
27 04. MN. 09(091OR 5KN: SHORT RASED PANEL
4400. 0400
0/4
24 CA. M44. DETERGR SOO SHORT RASED PANEL
4401. 74401
N/A
24 GA. M04. EXTERIOR DM: FLUSH PANEL
4301. 0301
N
27 CA. MN. 021ER10R SNLV: FLUSH PANEL
4110. 11310
0)04 47
27 CA. MIN. 001ER10R SKIN; WOE RAISED PANEL
SECTION A -A
2- THEK -V
27 GA (8816• NN.)
E.TER09 STEEL SWN (IIDC
ROO SODOMY 31.? KIL
PARING DURUM KITH®
0 -40 700 GN, RAKED -ON
POLYESTER iWN1E0 1OP
CAN APPLIED 10 BOTH
5005 or STEEL 082
Rama AND
011004 SORBS
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
78 Cal d. STEEL DID STILE (aT4CHED WITH ONE
FACTO* INSTALLED 15-18 0 1/2' WARP -HEAD SCREW AND
AFURTHER•SSElEli UPON INSTALLATION WM HINGE SCREWS.
• • • • i, IMN. 10 GA DALY. STEEL 107ER. MIKE
FASTENED TO 001ERIOR SKIN /BACKER PATE 0RN
(4) 41409/8• SHEET METAL 5CREF14.
• 7/V0 MAHOUT IS RIMMED ON EaDA ROLLER *AFT.
14 Qq►� 00.V. MO RACE FASTENER TO EN0 ORES 8/(4) FAD,
41.E3/2" WET SCREWS M (8) 1/4. 5005 TAPPWG 50REWS
2' 10 BALL STEEL ROLLER (1- 3/1817/18 -774') WITH
STEEL OR 871.704 TIRE
031008( FIND 01010000 SEPARATES
EOM ANE Box 50K or ODOR.
(.00 POLTAYRDEL
10 8000 OOERDR
rooms 10181)0AG1� 0YrowPROER
702320 0. NO OR FALCON
FOG.
(2) 10 GA 8410. 87(0. TOP
ROLLER 87944003 (2 -1/2• •
3- 3 /B•). MN 8RAMR
ATATDCHE/ •) /7441 /0' 51EET
AL
14 0A 0000. RN4ER NOTE.
FAIN HINGE fASR0E0 TO NO
STILES 0000 (o) 410.3/0"
SKEET NEGL AND (4)
I /413 /0- SELF WAND
SCREWS. REF MEW R-.
3' TALL 0 20 GA CALK. STEEL
U -BAR. 1W0 U -BARS PER
SECTION. EACH U -BAR
ATTACHED WITH 1 /413 /4' SELF
TAPP= SCREWS. (2) SCREWS
AT EACH E710 AND NIER0AFO.
SINE LOCATKMN.
27 GA (0.010' ION.) ARMOR STEEL
GIRD OVANNO 0211311) 0711 0 -40
AWN. OW.. BANEO -ON PRIOR AND A
RAT® -00 POLYMER PANTED TOP
COAT WILED 10 8010 SI0E5 OF
SOD SRN
73 ON ONLY. 51ECL EMA. BRACED.
ATSCRED 0170 (2) 1140/0- MEET MEAL
ALUMLWM EXTRUSION N 97(7. WU1HER57R80.
TRACK CONFIGURATION D" OOR �R (10 R()).
CENTER NAND SECURED FOR
CO= MR 8' INCA
le
% _ VERTICAL TRACK ATTACHED TO FLAG
lb
4-8 -97 ROM MAXIMUM KM OPENING
+m Nw .Nm...a 0®
3 /283
. /00/2000
.O4 A4mN OMI .M.,M «N WV,.
. :1140 Mr ®mM Mix N04.®
43 GA GN.V. STEEL FLAG =COT EA47 FASTENED 10
0000 JAMB RRN (3) 3/18-01 -1 /2" 0001 TAO SCREWS
MECO TRACT( 18800 1%4'� 0 HORRON(46
2' CALK. STEEL TRACK.
TRACK 7097KN044. 0.060".
x
0004
HEIGHT
�Bf3iiII
�lTrP INFZE. 4)7.31•
IIIiISEgltiiF11 1171 1
°s °s
STEEL
400 a8EDT
C -W BLDG( (HOLLOW 08
L.ON T
yQaid
10 -1/2'
4
mrr +E9F34miC)iFAESCIN
. 4a ii3l�p
s .. 471a -
777,7 ,12/ �E11�'j��
• . • - MN. • -1E4*
i�.)i.'iSiiIIll)i "T "31i,I r ra i3i A....,
v.00'JiT *•s? +3t v.r /� Hi)IE�1iJIEl:.la•_na uv::l•L.
r
F'JG9.E7A
M*411•TK1NEIS.*1S.IItNR0
IF]!IFi( ®411M17`�i;RL i F P �n'1:(7J--
F� iELM,5 1 /EIDZ.i4d-a
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SFiR��dl
div
mormaammsarisramonAmnowiromrm
DMISEVIM 3iIIIsE3iE5E6fmii
7YP. 2- 1/2112 OA CALK. STEEL TRAC. GPGE7.
4) TRACK BRACKETS POT SANE (UP 70 8'
$) 10401 SOGAT' PER BCE (W TO 10' (BQQ.
(4) TRACK BRACKETS PER SIDE (SID TO (* .OH).
ApFrvettnacomtvr awil>EQim
.E1, .C..C4)3
10A
M1001
PREPARATION OF JAMBS BY OTHERS
SIM BE THE TAR PONSIBLR0 OF 7110 PRO1E551 1102.TO 9000RO FOR 'HE
N
BOLDING 00 STRUCTURE AND W ACCORDANCE BATH CURRENT =LONG
WOES FOR THE LOADS 65TED ON THIS DRAWNG.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1. �KL IRE LOAD 7RO0 THE DOOR IS TRANSFERRED TO ME TRACK AM THEN FROM THE TRAM( TO THE 2A0
vER1KAL S1P (GRADE 82 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO 1110
0017120MAL (TOP) 1800
2. ALL 07140 FASTENERS WRY BE (BUT ARE NOT OEOUOEO TO BE) COUNTERSUNK TO PROVIDE A FLUSH
MOUNTING SURFACE.
3 A 1/3 STRESS 2000005E FOR 0ND LOAD WAS Ma USED 01 THE CALCULATION Or ALL(MA8LE LOADS FOR
ANCHORS AND FASI01 011 FOR STEEL. CONCRETE AND MASONRY.
WOOD FRAME BUILDINBS
SEND WALLS OF DOOR OPD(NG 37011 BE FRAMED 501)2 BY NOT LESS THAN (3) 206 PRESSURE TREATED SNP
(GRADE /2 OR 8E(IER) 8002 STUDS OF A STRESS GRA110 NOT LESS THAN 1200 PSI NODAL EVOLVE FIBER
STRESS N BENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
BLOCK WALL OR CONCRETE
LB SYP (ORA8E 42 OR BEIMER) WOOD .0.110 SHALL BE ANCHORED TO GROUT RUMORCE0 BLOCK ON.L OR
CONCRETE COWMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND 40370RCEB 0810 RENF0RCW0
BARS (XTERONG WO THE FOOTING AND INTO TIE BEAMS. ALL BARS SMALL BE CONTINUOUS FROM ENE RE
BEANS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALES AND CONCRETE COLUMNS TO BE
DESGNED S.1 THE 8.0000NG ENGINEER 011 ARCHRECI OF RECORD.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOT TO BE USED FOR ATTACHMENT Cf TRACK BRACKET
BUILDING TYPE
ON CENTER
DISTANCE
SEMEN
F
STEEL
400 a8EDT
C -W BLDG( (HOLLOW 08
L.ON T
1/8.0 3" (1 -1 /4• nom) OW TAPCON CONCRETE ANCHOR (0 -I /2' NON. EDGE mama)
'LL'iY(1227 TEI t ".7t. " "(J'..�5 .. -'.=itti -" a. / R4
10 -1/2'
4
1' 011
1 •.
. 4a ii3l�p
s .. 471a -
777,7 ,12/ �E11�'j��
• . • - MN. • -1E4*
i�.)i.'iSiiIIll)i "T "31i,I r ra i3i A....,
v.00'JiT *•s? +3t v.r /� Hi)IE�1iJIEl:.la•_na uv::l•L.
r
as
1
IF]!IFi( ®411M17`�i;RL i F P �n'1:(7J--
F� iELM,5 1 /EIDZ.i4d-a
' 0
• - FAST 0.1.10R /SL9fl4 STONING FROM =TON AT NO MORE LPN N4F 07 WW1 ON CENER INSTANCE.
HOW *0(110998408 MULLED AT LEAST AS ION1 AS THE DOOR 0791010 HE20H1.
DESIGN LOADS: +48.0 PSFl1' tf.O PSF. / / ///
P ;. f '0(
FLOROL v1. N. 83288
Soon HAINEION
ON
Clopay
Building Products
Company
0101AY 910.094 PRW1ICIS COIPAPN'
001102 22040 BLW.
(513) 070 -487
0.P N/A
00 11/19/08
4`"N Y1•
1LMAN4 •• I'"N ®
^e'BZO°."° 9'ON7. 12ro'H
1200/1004 80/86. 4380/01
4310 �W.� ®M0D/51, N 1010(15
B 101703 I 7