WS-12-797Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 173114 Permit Number: WS -5 -12 -797
Scheduled Inspection Date: May 23, 2012
Inspector: Bruhn, Norman
Owner:
Job Address:
Miami Shores, FL 33161-
Project: <NONE>
Contractor: AAA GARAGE DOOR INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (305)323 -1964
Parcel Number 1121360110430
Phone: (305)702 -0113
Building Department Comments
INSTALLATION OF NEW IMPACT GARAGE DOOR
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
May 22, 2012
For Inspections please call: (305)762 -4949
Page 10 of 23
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
,s\ \t, f �^ mo,..l EA, INSPECTION'S PHONE NUMBER: (305) 762.4949
0 . 4 ,U
BUT .DING Permit No.
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING 7'
OWNER: Name (Fee Simple Titleholder): Phone #: c�3,22 % �if
Address:
City: /`14 / t M d H®RS State: FL. Zip: 3Z1 /
Tenant/Lessee Name: x/01
Email:
,
Phone #:
JOB ADDRESS:
City: Miami Shores County:
Folio/Parcel #: / 142 a 3 et, 01 ! t I' 30
Miami Dade
Zip: 3,3/ /
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name:
Address:
City: 11.4 i' Qt M. i J
Qualifier Name: 77%1 $4 M EV
State Certification or Re istration #:
Contact Phone#
DESIGNER: Aran
tect/Engmeer:
NO Flood Zone: �v
State: FL
�i l2Lr%Z i-
hone#: (305) 9'04-4,113
zip: 33 /3 �.-
Phone #:C gc , R �( —O 4 f y
^
Certificate of Competency #:
S d•6 'L �d t �3 Email Address: Contact-La ® Q Q. C +L' , OuEo j C t1101112 . CZ t4)
Phone#:
Value of Work for this Permit: $ 1 "1 74.3 4 Square/Linear Footage of Work:
Type of Work: DAddition DAlteration UNew gRep
Description of Work: A.c/ 1e—LAD
ODemolition
nor' / et t C�
****** *• x** ***** **+ x**+x*+x************* * ** Fees************* ****** ****m*** * ******* *********
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
/70 c
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ I�.I
Bonding Company's Name (if applicable) v V /A
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) IJ /%f'
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 CONDmONERS, ETC
OWNER'S A}FIDAVIT: 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.
Signature
Owner • Agent
The foregoinn i trument was acknowledged before me this P#41 The foregoing instrument was acknowledged before me this
day of ��1,,��,,/,,T,, , 20 I ? by , day of Aviv(I �'., 20 L, by1-4111 I � � 1
who is per�a y known to me or who has produced who is personally known to me or who has produced t 2
As identification and who did take an oath. as identification and who did take an oath.
Signature
Contractor
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APP
**
EXPIRES: August 24, 2014
Thru Notary Put* Underwaturs
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
NOTARY PUBLIC:
Sign:
C°004 vii/e
S9
% %7. F F10R.OP .``���`\
tleni9
0
My Commission Expires:
lans Examiner Zoning
Structural Review Clerk
ICONTRAC BUILDING CODE COMPLIANCE. OFFICE
05/11/2011 INQ CONTRACTOR
CCN NO. 108300244 ISSUE DATE 06/01/2010
EXAM OR BOARD APPROVAL DATE 05/26/2010
COMPANY NAME AAA GARAGE DOOR INC
D /B /A NAME
INSURANCE EXPIRATION DATE 05/28/2011 STATUS A
CONTRACTOR TYPE D DADE BUSINESS TYPE C
ADDRESS 500 NE 33 ST STE #18 PHONE
CITY MIAMI STATE IL
ZIP 331 7 NAICS CODE 000000
EMAIL: CONTACTUS @AAA— GARAGEDOOReCOM
- -- Q U A L I F I E R - -- SKILL CAT
TRDS 201000541 CLASS BLDG LEVEL FN 0022
NAME DARWTSH TAMER A
CLASS STATUS A
EXP DATE 09/30/2012
SSN 000006005,
PF3 = INQ TRADSMAN PF5 = AUDIT INQ
PF2 = INQ ALL QUAL PF7 = NEXT QUALIF PF8 = NEXT TRDCLS PF9 = NEXT CAT
NEXT SCREEN NEXT KEY
NO MORE QUALIFIERS, NO MORE TRADE CLASS, NO MORE CATEGORIES
BNZM2101
MT045
10:08:55
TEMPORARY LIC (Y /N) N
LAST RENEWAL 09/24/2010
CORPORATION
877 436 -6743 FAX:
CLASS EXP DATE 09/30/2012_
WORK COMP DATE 06/30/2012'
WORK COMP EXEMPT (Y /N) N
ST REG NUMBER EXP DATE
MIAMI - DADE COUNTY - STATE OF FLORIDA
MUNICIPAL CONTRACTOR TAX
2.011-2012 APPLICATION RECEIPT: 02-690949-6
e� CC#: 108S00244
4/ BUS. COMK8ENCEMENTDATE: 06/2010
u:u�����oC�nom� SEC '^^ OF BUSINESS AMOUNT
' BUILDING CONTRACTOR
500 NE 33 ST 18 196 SPECIALTY BUILDMUN CTR TAX 38.83
MIAMI 33137 ,
PLEASE FILL IN WHERE ** ARE SHOWN
-r
0c'u�n CORP.
AAA GARAGE DOOR INC
PHONE *
AAA GARAGE DOOR INC
%TAMMER DARWISH PRES
8705 SW 132 AVE: 110
~ OMESTLAD FL 33033
APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR
PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED
HEREON. I HAVE BEEN INF • -■ , • • ALL ZONING RESTRICTIONS IMPOSED ON
V7T,N�TuRFREQU(RED
5LE m��RUCn0N50mnEvEn5*�|ns
HALF YEAR
20120419
MUNICIPAL CONTRACTORS TAX RECEIPT
RESTRICTED TO MIAMI BEACH
38.83
20601 1000 026908496 00003883 00000000
MIAMI - DADE COUNTY - STATE OF FLORIDA
MUNICIPAL CONTRACTOR TAX RECEIPT: 11-690849-6
2011-2012 APPLICATION CC#: 108300244
BUS. COMMENCEMENT �
au TYPE OF BUSINESS SEC [NESS AN0UMT
500 NE 33 ST 18 196 SPECIALT Y BUILDING CONTRACTOR
MIAMI 33137 MUN CTR TAX 18.75
PLEASE FILL IN WHERE ** ARE SHOWN
UvvNEn/CORR
AAA GARAGE DOOR INC _______
PHONEt * ^HALF Y. E,OR 18,75
AAA GARAGE DOOR INC
20705 SW 132 AVE# 110
HOMESTEAD FL 33033
APPLICATION ' HEREBY BUSINESS PROFESSION OR OCCUPATION DESCRIBED
HEREON. I HAVE BEEN I OF ALL ZONING RES - P, IMPOSED ON
----
�GN URE ~EQU|RE
'E INSTRUCTIONS ON RE\/tRSE SDE
20120419
MUNICIPAL CTORS TAX RECEIPT
RESTRICTED TO: MIAM) SHORES
20601 1000 116908996 000018?5 00000000
CTOB
Construction Trades Qualifying Board
BUSINESS CERTIFICATE OF COMPETENCY
lOBS00244
AAA.. DOOR
TANNER A
Is certified under the proviSions Chapter 10 of
IMCMEWZ-oh
M Y 074 26'12 JP
BY:
1/#
2 14
A
t'
Miami hores Village
APPROVED
ZONING DEPT
BLDG DEPT
sirm
ammum
irra
SUBJECT TO COMPLIANCE WITH AU, FEDERAL
STATE AND COI INIY RULES AND REGULATIONS
/
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kn
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f
Florida Building Code Garage Door Windload Design Pressures Report # DPR 120426 -.xls
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 Engineers, SEI /ASCE 7 -10), Section 1620 for "components and cladding"
(Exposure C), 175 mph ultimate wind speed for County.
Address: Motiami
Miami Shores, FL 33161, County
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 54' 3"
Measurement of Nearest Garage Door Opening to Building Comer: 2' 0"
Positive Design Load: +35.6 PSF Negative Design Load: -41.4 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 83/84A/93/94W7, 8'0" x 7'0 ", Approval # 12- 0125.09, Dwg # 101702, Windload Capacity: +42/ -48 PSF.
Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLWB, 8'0" x 7'0 ", Approval # 12- 0125.04, Dwg # 101703, Windload Capacity: +48/ -60 PSF.
The design Toads 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 2010 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.
Mark Westerfield, P.E.
Florida P.E. License No. 4495
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
4/26/2012
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DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION 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 and accepted by Miami -Dade
County PERA - Product Control Section 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
Section (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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section 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 Ins. Steel Sectional Garage Door up to 9' -0" Wide w/ Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67 /HDGL,
4400/01,11 Models ", sheet 1 of 1, dated 11/19/1996, with revision 5 dated 1/2012, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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 6f i&1. :: •' • : ; • • •
This NOA revises NOA # 07- 0807.14 and consists of this page 1 and evid�eneepae�-�s 7as iitell as approval
. • •
document mentioned above. • • ••• •• •• •
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.govinera/
MIAMI DADE COUNTY
APPROVED
• • • . NOA 1�1�. 12- 0125.04
• • ; jxptrator 'Date* ep;en�ber 20, 2012
tz ' • • • •.• Ajprov o lhal Apri15, 2012
Page 1
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Clopav 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 ", sheet 1 of 1, dated 11/19/1996, with revision 5 dated 1/2012, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 07- 0807.14"
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 12/18/2006, signed and sealed by David W. Johnson, P.E.
C. CALCULATIONS "Submitted under NOA # 07-080Z14"
1. Anchoring calculations, dated 07/3012007, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14"
1. Tensile Test, per ASTM E8, Reports No. HETI- 06- T604/605/606, prepared by Hurricane
Engineering & Testing, Inc., dated 09/22/2006, signed and sealed by Rafael E. Droz -Seda,
P.E.
1. Corrosion Resistance Salt Spray Test, per ASTM BI 17, Report No. 30160 -04- 63365,
prepared by Stork Twin City Testing Corporation, dated 01/26 /2005, signed by John D. Lee,
P.E.
2. Ignition Properties of Plastics Test, per ASTM D 1929, Report No, 3082959 -500, prepared by
Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza.
3. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated
10/04/2005 and Report No. 3094867SAT -001, dated 04/13/2006, prepared by Intertek Testing
Services, NA, Inc.,. signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS
1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and
sealed by Scott Hamilton, P.E.
"Submitted under NOA # 07- 0807.14"
2. Statement of no financial interest, dated 07/31/2007, signed and sealed by Scott Hamilton,
P.E.
E -1
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• •T/�Z a 2012
Carlos M. Utrera, P.E.
• •• ••• • • • • Product Control Examiner
• • • • • : : : Nt4 go. 12- 0125,04
•
• • : • -EigicaAmi Bate:' "epteinber 20, 2012
• Xpprovaibad: April 5, 2012
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CLOPAY MODELS 4300. 4301. 4310. 4400. 4401 HDG. HDGL
CLOPAY MODELS H400. H401, H300. H301. H310
HOLMES MODELS 66. 67. 6$
2• • 3• x 0.038• ILT 001Y842E0 STEEL BACKER PLATES ATTACHED 117
•0000 SKIN WITH PATENTED 700 -1 -1.00 SYSTEM (NOT 'estate FROM
IXI15100). REINFORCEMENT PLATES ARE L.00m AT THE TOP AN0 BOTTOM
\OF EACH SECTION AT EACH HINGE LOCATION.
98170 .0 ONE ROW OP WPACT -RE400 41
613220 01 EWER TOP Knox (mom)
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NI{•11101(iMilllallll
Iliail_M1 Iii I • fl
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848001000104
SNP LATO MGM HOCK
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0&W10
001 ®E CT
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010210 0 INJECTION 18 1 0E 110VN •
81324321. N4 APPROVED 032 RASED N
ACCOF04NCE WIT 00/00 2608.
SEE SECTION 8-8 FOR 3400.7 DETAILS.
4028 POWTION STIES). SEE
IAY00T OF 1008 F•1 1(72415.
TABLE 1
NUMBER
000R HEIGHT SECTIONS"
COMM Nx O•® x• 0 21'
2 -1/4' (MIMr
(4 r /e' WEST METAL
b
give �+ +� 7 -1/2'
• • I • •\UPPr05CR2R8IO
11 • 4m *1 CA MTFRMFONTF wNFF
'B • • TARO .
• • " B " • • • •
•
JAMB. &VG/RATION ••••••
248 W000 • • .. IMIlDb78i BY DOOR INSORLISt (TO 0274).
•
• • 12 GA. .. ii��m
TPA7S( BRACKET j 4 _7T;
ASECTION B -R
OPIWV8�0D 11VE
MULTIPURPOSE
• WON BOND TAP
IMPACT 14774600
X400 D2T PROW
FRAME 0 OWS0.
FROM MACH FACA08.
GE SILICONE 0040 8
P'OI 5110ENE RETAINER
FASTENED TO 711A/14 WITH
10) /8 s 3/{' PYN HEAD
TABLE 2
INSTALLER
MODEL
RAIL
140001
DESCRIPTION
4300 N300
M00. 88
27 88. WT. 0X120100 51810 SNORT RA15E0 PANE.
4400. 14400
N/A
24 GA MIN. EXTERIOR SON SHORT WSW PANEL
4401. 8401
8/07
24 04. MIN. EXTERIOR SKIN: FLUSH
4301 14301
88
,PANEH.
27 CA. MIN. EXTERIOR SON; FLUSH,PANL
4310 41310
0041. 87
27 08. 9774. EXTERIOR 018011 WOE 41 020 PANEL
SECTION A -A
2' 1NICX -I
R MO. 81014401
881881
Y 878854840 uAun 64,®
0-40 1d. CAW. DVE0W- 01T
POLYMER PANTED 10P
CMlIOfi8r8002 TO & N
FROHT A �K O WOG
tF PDLf801tENC
TO 80111 IMAM AND
047FJd00 8810. FOAM
WNMFAORWEO BY ROHM
INNWBTIO MOON
CM OR CON
•
2) IQ 00400115 ((2-1
8 -3/8j. HA.CH BPMM1E0
1117.2174,1,4.7/ Q 41440 /8' GMAT
80668 . µ0m04
16 GA. GALVANIZED STEEL END /STILE (ATTACHED WITH ONE -
AND
® 4 R00 i 6te 0010IATION WITH RIME SCREWS.
• • FASTENED TO Hp JAMB
MCI. 10 OA. CAW STEEL. DOER. MRTOE
• • ••• FASTENED TO 241018E 6024 /Ot00R PULE WRH
2" SLLV. %TEFL 1175016 (4) /14•/e' SKEET DEM SCREWS.
• FErFr) HIITRACK • 7/10• ROUND PUSNU1 IS 00TN= ON EACH ROLLER SNOT.
1 BRACKETS. EACH WBRACKET
• 1•••• I/{15/•
�W 1 /1• E•c15.
LIN
• • I14•jf0' GOER MEW. $XEBS 6 (M4) D / TO " MP TAPPNO /4=) E wFAa
2" 10 BALL STEEL.. ROLLER (1- 3/1047/10147 61444
STEEL OR NYLTON THE.
14 CA. 0.41. ROLLER HINGE.
VAN WN00 901082 10 ENO
=TES DUN (4) 11470 /8'
SKEET NMI. AND (4)
1 /413 /4' SEW TAPPLMO
SCREWS. SEE NEW '8'.
T TALL • 20 G0. GALV. 5TEFJ.
U -BAR. TWO 0-8080 PEN
SECTION. EACH (-BAR
ATTACHED WRN 1/413/4• SELF
TAPPING 568945. (2) SCREWS
AT EACH END AND INTERRED.
.STILE LOCATOR
27 44. (0.018' 1011.) OM= 480.
510/ ■.99048 OOMIIY) WM 0-40
® TOP BAVII -0j POLYESTER MOW MOW A
COAT APPMED TO 8001 8868 0'
=EL 5104
13 PA OALV. STEEL. BOTTOM BRACKET.
57T7144 WITH (2) 1148/0' WHET NEIN-
ALUIOVOM EXMOOR 44 YEOL 06044071SROP.
PRODucr ec
cambiums s � Pkeld•
B
6allo // SA
,LI{'rOf C' tl
TRACK CONFIGURATION By TRACK SUPPORT
BY 0000 INSTALLER (TO SUIT).
CENTER RANO REQUIRED FOR
8088 DYER e' 1001.
WEIR& TRACK /AT✓A TO BRACKET CARNAGE SOLT.
53 00. DADA 81W. GAO 88931¢1 EARN FASTENED TO
WOOD JAM PAN (3) 8/18'x1 -1/2' WOOD TAO SCREW.
ATTACHED TO HORIZONTAL
101 W1111 Ca TRACK BOLTS
2• CALV. STEEL TEACH.
TEACH THICKNESS: 0.080•.
THIS PRODUCT CONFORMS TO
IRE REDUIREMENI'S OF THE 2007
AS 2010 FBI.
•X•_
Mme,.
IOFG.E!Y�tP2larinq 171(!i'd`Tt2181' •
(I 411E •10. CYY(
I 424. W4 OA 0- 914W0tl
13, 1/40 0
1117iMADI..
roo raw
co cat now Too Tmax
UR TOP 8FAO7EE
DOUBLE HORIZONTAL
LOW HFAORI811M 681108
DODR 11.111M,nm
Ar2 ,th7.1 t•�1♦■1
ir31ik7i Bald i t3fi:�1 WIN
1]r_SI1mNFLZIDI
MOM r ArEINI100
YRS:Y [%YY
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RP. 2- 1/2-x12 Q0. 0A4Y. STEEL 10 TTRICK 0014007..
(08 TRACI( GRAMM PER SIDE TO 8' 14120.
T TRACI BRACKETS PEER � (UP 10 Y MOT).
PREPARATION OF JAMBS BY OTHERS
NOM THE DESIGN OF 124E SUPPORTING STRUCTURAL ELEMENTS SHALL
SE THE RESPONSIBILITY OF THE PROFESSIONAL OF REOOR0 FOR THE
SUEDQO OR STRUCTURE AND 01 802018DA111E 1070 CURRENT BUILDING
CODES FOR THE LOADS 15m0 ON TH0 DRA01N0.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1.IIAL 174E LOAD FROM THE DOOR IS TRANSFERRED 10 THE TRACK AN0 THEN FROM THE TRACK TO 111E 2.8
SYf �50A (GRADE jo OR SETTER) JAMBS. No LOAD FROM 114
THE DOOR B TRANSFERRED TO E
2. AU. JAMB FASTENERS 11A2 SE (BUT ARE NOT REINED TO 610 COUNTERSANK TO PROVIDE A FLU5H
MODNRti0 SURFACE.
3. A 1/3 STRESS NCRFABE FOR RIND LOAD WAS fat USED IN THE CALCULATION OF ALLOWABLE LOADS FOR
ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY.
WOOD FRAME BUILDINGS
5110 WALLS OF DOOR OPLONO Stall BE FRAMED 50131 BY NOT LESS 11147 (3) 2•6 PRESSURE TREATED 8YP
WADE
TRESS 04 �01NNG N. 5101511 WALLS TO 18105E PROM roar= rot TIE BEAMS
PSI EXTREME FIBER
2242 �K(f WALL D 12 OR BETTER) 40000 CONCRETE SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR
CONCRETE COLUMN. BLOCK WAG. CELLS SHALL BE PBUED 0111 CONCRETE AND REINFORCED WITH REINFORCING
BARB EXTEKOI80 INTO THE FOOTING 240 INTO TIE BEAMS. ALL EARS SHALL BE CONTINUOUS FROM THE TIE
maws TO BYYTT0E 8110.0NO ENGINEER OR OOR ARC1411E T RCOD. WfdL3 M0 CONCRETE 36111246 To SE
DESIGNEo
MAX O.C.
x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOT TO BE USED FOR 4TrACHUENT OF TEACH
NOR20N1A1 (Top) JAMB
(NO LOAD FROM )
FASTENER
TYPE
245 VERTICAL JAMB
DUIWINO •
ON t
BETWEEN
F
WASHERS
7
6nTaua •'
t r wires. anarraw9t1r'Tr'2»
1 / {' : 3' (1 -1 /{' F10E0) IIW 1APCON CONCRETE ANCHOR (2-1/2' BON. EDGE OI 181400)
10 -1/2' 1. 0.0.
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111 -:�5
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8424!10 FROM 06714 AT NO MORE 11W1 HALF OF WHOM ON C0FMFS 05W400
1 Atd28R/epipW PB011FD AT LEAST AS 10W1 AS 11E DOOR OPENING HEIGHT.
ESIGN LOADS: +48.0 PSF 8c 3-60.0 PSF.. Cla 14282 BLODNO PRODUCII COMPANY
pay 00 4204
Building Product (1'1%74'7 00-4
Company
DESIGN ENDOTEERs
100E HAMILTON. PE
FL0R)A P.E. No. 63280
.4O N/A
Tao 11/15/08
1mn
amtswamot "dS43s`Q'°' 1 DW'W x 12'0'24
at 871 2400 01,14 HOl S moo B ��ro104703 I