WS-14-1789Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217992 Permit Number: WS -8-14-1789
Scheduled Inspection Date: September 19, 2014
Inspector: Rodriguez, Jorge
Owner: GONZALEZ, RICARDO
Job Address: 150 NW 101 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Liwaing Department comments
REPLACE GARAGE DOOR X NEW CODE HURRICANE
6X7 HURRICANE CODE IMPACT
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1131010230210
September 18, 2014 For Inspections please call: (305)762-4949 Page 9 of 31
Inspector Comments
Passed -es
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
September 18, 2014 For Inspections please call: (305)762-4949 Page 9 of 31
Miami Shores Village
C
Building Department AUG
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (30S) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
l o f S-`
FBC 20
Permit No.
Master Permit No.
City: _ 'amiShores County: Miami Dade Zip; ��—
Folio/Parcel#: I I - 10 1 - 02 -75- ®al o
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder). b Gt kD o 6d N ZA- Lf,Phone#: 2 `dCs 3 ! S O® :7
Address: w W W ( Ste''
City: Pl UL'L State:t l��l D A- zip; 3 3
Tenant4-essee Name: phone#:
Email:
CONTRACTOR:
Address:
City.
Qualifier Name:
State Certification i
Contact Phone#:
d
s
DESIGNER: Architect/Engineer. Phone*
Value of Work for this Permit: $ ` / S CSS "t
gnarelLinear F of Work:
Type of Work: OAdditio OAlteration ONew 4aaiir/RePlace Demolition
Des,"don of Work: _ � CV o '� a (. � Mett'�— 0400
Color thru dk:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Edncatlon Fee $ Technology Fee $
Double Fee $ Structural Review $�
TOTAL FEE NOW DUE $A� 4 , G Os
2
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 ch posted notice, the
inspection will no app oved and a reinspection fee will be charged.
Signature Si
Owner or Agent Lontqp�
P ,`
The foregoing instrument was ack�nopwledged before me this � .y,,�- The foregoing instrument was acknowl ged fore me this t
day of t�1 , .14 , by 1 Lt�--�®�`� day of �, 20 j by�
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
My Commission Expires: NOTARY P; 4 .,; z:
i 1101UA
Fe
dez
E p5530
APPROVED BY — ` Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTARY
Sign:
Print:
• < ' "�' SANDRA GALANO
mycommi_ , =• Notary Public - State of Florida
My Comm. Expires Aug 15, 2016
Commission # EE 827190
y.yyyyyyy ..yyyyyy F . ; �.
*M1.TTT�OTT
Zoning
Clerk
1
Miami Shores Vallage
APPROVED
BY
DATE
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTAULES AND REGULATIONS
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR -- COMMERCIAL SIZES
DADE CO., FLORIDA
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON sa�J
THE FOLLOWING ASSUMPTIONS: ry, ,'I nUD G �Nn �n�MUC�
1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) [�
ACCORDING TO ASCE7 CALCULATION METHODS. A Grffon Compcaay
2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE.
3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
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
WORST CASE DESIGN PRESSURES (PSF)
WORST CASE DESIGN PRESSURES (PSF)
. .
...
MEAN ROOF HEIGHT
000.0.
MEAN ROOF HEIGHT
22'
23'
24'
25'
UP TO 15'
16'
17'
18'
19'
20
21'
8'x8'
8'x7'
+35.6, -.87
+36.4-45.7
+36.8, -46.3
+37.3, -46.8
+37..7, -47.3
+38.0 -47.
N8'x8'
+39.0, -48.7
+35.2, -44.0
+35.7, -44.5
+36.1, -45.0
+36.5 -45.5
+36.9 -46.1
+37.3,-4 .6
+37.6 -47.0
16'x7'
9'x 7'
+35.3 -44.1
+35.7 -44.6
+36.1, -45.1
+36,5, -45.6
+36.9,-46.1
+37.4, -46.7
+37.7, -47.1
7
9'x'
87'
+34.9, -43.4
+35.3, -43.9
+35.8, -44.4
+36.2, -44.9
+36.6, -45.4
+37.0 -45.9
+37.3, -46.3z16'x
18'x8'
+35.7, -42.9
+33.8, -41.1
+34.2, -41.6
+34.6 -42.0
+35.0 -42.5
+35.4 -43.0
+35.8, -43.5
97
+36.1,-43.
16'x 8'
+33.4 -40.4
+33.8 -40.9
+34.2,-41.3
+34.6, -41.8
+35.0 -42.3
+354 -42.8
+35.7 -43.1
O
18'x 7'
+33.5, -40.5
+33.9 -40.9
+34.3, -41.4
+ 34.7,-41.9
.4
,18'x8'
+35.41 -42.8 *125.8 743.
+33.1, -39.
++3336..50 , --45.2
40.2
+33.9, -40.7
+34.3, -41.2
+34.7, -41.6
-3-35:x, -42.
+35.4,42.5V5
WORST CASE DESIGN PRESSURES (PSF)
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING BRANDS: CLOPAY,
IDEAL, AND HOLMES.
Scott Hamilton, P.E.
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770-4800
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT]
0000..
. .
...
MEAN ROOF HEIGHT
000.0.
•
22'
23'
24'
25'
0000
81x7'
38.3,-48.2
+38.7, -48.6
+39.0 -49.0
+39.4, -49.4
N
8'x8'
+38.0, -47.4
+38.3, -47.8
+38.6, -48.2
+39.0,- 8.6
v5
9'x7'
+38.0 -47.5
+38.3, -47.9
+38.7, -48.3
+39.0, -48.7
0
9'x8'
+37.6, -46.7
+38.0, -47.2
+38.3, -47.6
+38.6, -48.0
z
16'x7'
+36.4, -44.3
+36.7 -44.6
+37.0 -45.0
+37.4, -45.4
Lu
16'x8'
+36.0, -43.5
+36.3 -43.9
+36.7 -44.3
+37.0, -44.7
O
18'x7
+36.1 -43.6
+36.4 -44.0
+36.7, -44.4
+37.0, -44.7
18'x8'
+35.7, -42.9
+36.0, -43.2
+36.3, -43.6
+36.6, -44.0
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING BRANDS: CLOPAY,
IDEAL, AND HOLMES.
Scott Hamilton, P.E.
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770-4800
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT]
0000..
. .
...
0000..
000.0.
•
0000..
0000
. .
. 0
. e
0000..
0000
0000.
000
0000.
.. ..
.. .
e0600e
000000
•
.
. .
. .
.0000.
000000
. . .
000000
.. . sees
.0e0
sJ*No 63266
�
= • r � r
r
STATE OF At
sign a /17/2012
R
MIAMaD1ADE G 15
MIAMI -DADS COUNTY
y, _ PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMI RFS URGES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-25-99
NOTICE OF ACCEPTANCE (NOA) ww-v.miamidadesov/economy
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 RER-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. RER 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 "HDGAMI , 66/68,4300/01,4310/67/MGL,
4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 6 dated 7/2012, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County
Product Control renewal 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, manufactiW* address, Rociel . •
number, the positive and negative design pressure rating, indicate impact rated if apse, instad�tion • • • • s •
instruction drawing reference number, approval number (NOA), the applicable test Aa&ards, and the ; • * • •
statement reading `Miami -Dade County Product Control Approved' is to be located en &S doors ,Vdo pack, • •
bottom angle, or inner surface of a panel. 0000
.....
.... .... .....
RENEWAL of this NOA shall be considered after a renewal application has been filed ani t%erethas bee:};5 change ......
in the applicable building code negative • •
app g gatively affecting the performance of this product. . •
..0 •
TERMINATION of this NOA will occur after the expiration date or if there has been a r®visionor efte i e • ""'
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse%04 of any product, for ....:
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any s§Mdh of •
this NOA shall be cause for termination and removal of NOA. 0000
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 renews NOA # 12-0125.04 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 12-0710.06
Expiration Date: September 20, 2017
Approval Date: October 4, 2012
�l2?/yplZ Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUMUMD
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 6 dated 7/2012, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 09-0929.10"
1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American Test Lab, Inc.,
Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and sealed by David W.
Johnson, P.E.
"Submitted under NOA # 07-0807.14"
2. 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 # 07-0807.14"
1. Anchoring calculations, prepared by Clopay Building Products Company, dated 07/30/2007,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
0000
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" . • • •' • • • •; •
1. Tensile Test, per ASTM E8, Reports No. HETI-06-T604/605/606,131reliarad by IftNeVe '.
Engineering & Testing, Inc., dated 09/22/2006, signed and sealed byRefM E. Drb2-Sada,
P.E. 666696 0•
6.666•
2. Corrosion Resistance Salt Spray Test, per ASTM B 117, Report No. 30160.04-63 6
prepared by Stork Twin City Testing Corporation, dated 01/26/2005, si�6' b Jo • 6000
P.E. 60006`71 Y 4nP.�7 00:60'
• • • • • 666666
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 34500, prepared by •
Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anftn� P'enaloz.% 6 6: 6 60*696
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3982968-500, date$....:
10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepm-edby Intert�k7estang
Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. '
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay
Building Products Company, dated 07/06/2012, signed and sealed by Scott ffigailton, P.E.
moil?; �27/w/Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0710.06
Expiration Date: September 20, 2017
Approval Date: October 4, 2012
E-1
• , . &
CLOPAY MODELS
4300 4301
4310
4400
4401 HOG HOGL
4300 H300
CLOPAY MODELS
H400 H401
H300
H301
H.110
4401 H401
HOLMES MODELS
I
66 67 68
6200
6201
6203
431 H310
MOM.. 67. GM
27 GA MIN EXTERIOR SKIN: MODE RAISED PANEL
2' x 3" x 0.038' UN GALVANIZED STEEL BALKER PLATES ATTACHEO TO
DOOR SKIN WITH PATENTED TOG -L -LDC SYSTEM (NOT VWBLE FROM
. REINFORCEMENT PLATES ARE LOCATED AT THE TOP AND BOTTOM
EACH SECFION AT EACH KNOX --.-A AOPTIONAU ONE ROW OF WPACT-RESISTAM
CAM W EITHER Tipp SECTION (SHOWN)
AS NEXT -IO -THE -TC+ SECTION (NOT
MAX GLAZING = 15 18-1/27
a t I%
GLAZING IS INJECTION WOLDEDGE OMAN
SLX2432T. AN APPROVED OC2 RAW IN
AE291IORKCE WITH MC W 260&
.4 i!. .!) )!. H IN .!i SEE SECTION 8-8 FORS ASSEMBN.Y MUM
LOCK PQSIIIOFN (BOTH STIES). 5£E
IAYDUT of EACH LOCK FDR oETAas.
TABLE 1
SOP LOICH
a VERtrGt. TRACK.
F pt SK � ON Do .
SPIE
LOCK
OUTSIDE
OTD HVIOE
1mvm slat
IHNmLC LOCK on
HANDLE01CAM N
TaNx am
MflCIK /tF'MA• NQfX fkQt�lg' x♦:11'. NtlLLX MAC""
SHAD uTCN Lata oPnaw LOFK ew .mows OF ODOR
OHIO
ST" SLIDE DOLT
TICKor COOK.DIXT
ww
Lam am
'2-3/4• 2-1/4- ttdIW. �--
4) /1425/8` SHEET METAL I
I IT
7-1/2' 7-1/2'
..1.
� O (4) 1/4 23/4' SIF' O
LTAPppM, SCREWS
14 CA. E/Vfl IONGFS - 1
'aL��G.
VIEW "13
JAMB CONFIGURATION
24 WOOD JAMB-.
12 GA. GALM STEEL
MACK 64:�(6r
FASTENED TO WOOD JAMB
WRF1 ONE S/16 xt-1/2-
YlOpp LAG SCREW PER
BRACKET.
2' CATV. STEEL TRACK
FASTENED TO TRACK
BRACKEAI� EACH BRACKET
ACHED WITH ONE
1/414/8" BOLT & NO 99
TWO 1/4" RIVETS.
OPT[OfvL DEAF
SNAP -IN
J
OK -PIECE IN IECLgN
MOLDED CE LEM
SL%2432t FROM
FRAIM do CLAZIWL
INTO FI
x 3/4- PAN HERO
SCI�IIS.
TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT
Jjyy��^ BY DOOR INSTALLER (TO SUR).
CUM HAW
FAY .1 / DOORS OVER 8�MEo FOR
`VERTICIL TRACK ATTACHED TO nAG BRACKET
WITH (1) 3/8"23/4' CARRIAGE BOLT.
13 GL CAW. STEEL FIAO GRACKET. EACH FASTENED TO
NOW JAMB WITH (3) 5/1611-1/2' HOOD NAG SCREM
VERTICAL TRACK ATIAQHED TO HOROGNIN.
TRACK WITH (2) 1/4-0/4- TRACK BOLTS
2- GALV. SEEM TRAGI,
TRACK THICKNESS: 0.080'.
TYP. 2-11-2"x12 Gk CALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SSE (UP TO W HIGH).
Jtl.11lJ1V A—A (5 TRACK BRIUCItETS PER SIDE (UP TO 10' HIGH).
>Btnrmir1 TRACK BRACKETS PER SOX (UP TO 12' 100,06
2' TIf=-j
27 a (OAIC MDL)
EXILI ' STEEL SKIN (MIN.
woo MIN. CALv- BAKED -ON
POLYESTER PONIED TOP
COAT APPLIED TO BOTH
SIRS OF STEEL SOL
STOP MOtwxa BY DOOR DINTALLER (TO SUIT).
18 GA. GALYAFDZED STEEL END STILE PXTAL3LED WITH ONE
-FACTORY INSTALLED 18-18 x 1/2' WAFER -HEAD SCREW AND
FUR1*ER SECURED UPON INSTALLATION WITH HRME SCREWS.
MIN. 18 GA. GALV. STEEL IRER. NIINCE
FASTENED TO INTERIOR SMN/BACKER PLATE TBTH
(4) /145S/8- SHEET METAL SCREWS.
7/18" ROM PYSINUT IS IN5TNIED'ON EACH ROLLER SHAFT.
14 Gil GALV. STEEL END HINGE FASO= TO END STILES W/(4) EACH
114.5/8• SHEET METAL, SCREITS tr (4) 1/4- SELF TAPPING SCREws.
2- 10 BALL.STEEL ROLLER (1-3/1617/16'x4' WITH
STEEL OR HYLTON TINE.
om s14t
Emm
TABLE 2
TRACK BRACKETS PER SIDE
TRACK HtTACiKETS PER SIDE
MODEL
mom
DESCRIPTION
4300 H300
HOG 66 6200
27 GA. MIN. EXTERIOR SHORT PANEL
4400 M400
NIA
24 GA. MIN. EXTERIOR SKIN; SHORT RAGED PANEL
4401 H401
NIA
24 CA. MIN. EXTERM SKIN: FLUSH PANEL
1 H301
60.6201
27 GA. MIN. EXTERIOR SKIN; FLUSH PANEL
431 H310
MOM.. 67. GM
27 GA MIN EXTERIOR SKIN: MODE RAISED PANEL
TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT
Jjyy��^ BY DOOR INSTALLER (TO SUR).
CUM HAW
FAY .1 / DOORS OVER 8�MEo FOR
`VERTICIL TRACK ATTACHED TO nAG BRACKET
WITH (1) 3/8"23/4' CARRIAGE BOLT.
13 GL CAW. STEEL FIAO GRACKET. EACH FASTENED TO
NOW JAMB WITH (3) 5/1611-1/2' HOOD NAG SCREM
VERTICAL TRACK ATIAQHED TO HOROGNIN.
TRACK WITH (2) 1/4-0/4- TRACK BOLTS
2- GALV. SEEM TRAGI,
TRACK THICKNESS: 0.080'.
TYP. 2-11-2"x12 Gk CALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SSE (UP TO W HIGH).
Jtl.11lJ1V A—A (5 TRACK BRIUCItETS PER SIDE (UP TO 10' HIGH).
>Btnrmir1 TRACK BRACKETS PER SOX (UP TO 12' 100,06
2' TIf=-j
27 a (OAIC MDL)
EXILI ' STEEL SKIN (MIN.
woo MIN. CALv- BAKED -ON
POLYESTER PONIED TOP
COAT APPLIED TO BOTH
SIRS OF STEEL SOL
STOP MOtwxa BY DOOR DINTALLER (TO SUIT).
18 GA. GALYAFDZED STEEL END STILE PXTAL3LED WITH ONE
-FACTORY INSTALLED 18-18 x 1/2' WAFER -HEAD SCREW AND
FUR1*ER SECURED UPON INSTALLATION WITH HRME SCREWS.
MIN. 18 GA. GALV. STEEL IRER. NIINCE
FASTENED TO INTERIOR SMN/BACKER PLATE TBTH
(4) /145S/8- SHEET METAL SCREWS.
7/18" ROM PYSINUT IS IN5TNIED'ON EACH ROLLER SHAFT.
14 Gil GALV. STEEL END HINGE FASO= TO END STILES W/(4) EACH
114.5/8• SHEET METAL, SCREITS tr (4) 1/4- SELF TAPPING SCREws.
2- 10 BALL.STEEL ROLLER (1-3/1617/16'x4' WITH
STEEL OR HYLTON TINE.
om s14t
Emm
� s
TRACK BRACKETS PER SIDE
TRACK HtTACiKETS PER SIDE
ir-1l.".eii.tii.e
SUCONE FILLED CHAMML SEPAWDES
FROM &VBAnK STIR Doan.
CD&
,�1rocpLllilccilu .°
(8
(UP TO
PREPARATION OF JAMBS BY OTHERS
FiG:�M1 FIiTFII1►�Ii��l�i[•'3i
•
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5-3/6'). EACHSCIBRACKET
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FOAM INSULOMM 4JA6 TEO
TO BOTH EXTERIOR AHDTHE
aVTE OR SHmNi FOAM
THIS PRODUCT CONFORMS TO
IZEOUIREMENTS OF THE 2007
Pro"QQ AND 2010 FBG.
BE THE RESPOMMILITY OF THE PROFESSIONAL OF RECORD FR THE
BURODNG OR ST WFURE NO IN ACCORDANCE WITH CURRENT 8WLftG
CDDES FOR THE LOADS LISTED ON IRDS ORAIWFlC
14 Cdl CAW. ROLLER NAGE.
EACH HINGE FASTENED TO END
[7HSi•if���[�TIQtTSi1r
c2TAIMMER"-�srva■a�vov■
SHEET WITH (4) /14x5/8'
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1/4'53/4" SELF TAPPDIO
ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRLY.
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STRESS IN BENDING (Fa. STUD WALLS 70 BE CQINTINL OUS FROM FOOTING TO TIE BEAMS
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TRACK BRACKETS PER SIDE
TRACK HtTACiKETS PER SIDE
(UP TO 14' FIG*
16'
SUCONE FILLED CHAMML SEPAWDES
FROM &VBAnK STIR Doan.
CD&
,�1rocpLllilccilu .°
(8
(UP TO
PREPARATION OF JAMBS BY OTHERS
o�snr
9SSTYRENE ' HICK,
•
0.000•
5-3/6'). EACHSCIBRACKET
---
D1PANDEDLY
/UU1AFd 0 W/(4) /142S/8- SHEET
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THOU FROM THE TRACK TO THE 2x6
RM THE OESICFI OF THE SUPPORTING STR=uRAL ELEMENTS. SHALL
FOAM INSULOMM 4JA6 TEO
TO BOTH EXTERIOR AHDTHE
aVTE OR SHmNi FOAM
THIS PRODUCT CONFORMS TO
IZEOUIREMENTS OF THE 2007
Pro"QQ AND 2010 FBG.
BE THE RESPOMMILITY OF THE PROFESSIONAL OF RECORD FR THE
BURODNG OR ST WFURE NO IN ACCORDANCE WITH CURRENT 8WLftG
CDDES FOR THE LOADS LISTED ON IRDS ORAIWFlC
•' ;
MANIW'ACTURM Or PREMIER
II1NDYSTRIM TNG OR FALCON
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•
0
•
-
(2) 12 GA. CALL. STEER. TOP
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
•f
ROLLER BRACKETS (2-1/2" x
•s•••
•
0.000•
5-3/6'). EACHSCIBRACKET
0
0000•
/UU1AFd 0 W/(4) /142S/8- SHEET
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THOU FROM THE TRACK TO THE 2x6
.
VERTICAL SYP (TYTADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
0000
14 Cdl CAW. ROLLER NAGE.
EACH HINGE FASTENED TO END
RIORIZONTAL (TOP) JAMB'
2: ALL. JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH
SHEET WITH (4) /14x5/8'
ANp (4)
3. AMO/STRESS IVCRFAse FOR "a LOAD WAS wl USED IN THE CALCULATION OF ALLOWABLE LOADS FON
+1•fs•
I/4ZMETAL
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ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRLY.
=
SCREWS. SAE VIEW V
waoo FRAME BueLowcs
• •
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOW BY NOT LESS THAN (3) 2x8 PRESSURE TREATED SVP 61AX
.o go
'a.
(GRADE 12 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI MMO NA. D( REME FOM
•
3" TALL x 20 C0. GALV. STEEL
STRESS IN BENDING (Fa. STUD WALLS 70 BE CQINTINL OUS FROM FOOTING TO TIE BEAMS
U -BAR. TWO U -BARS PER
• • s
SECDON EACH u—BAR
BLOCK WALL OR CONCRETE
• •
ATTACHED CRH 1/4""x3/4' SELF
C. SCRENS (2) SCREWS
2x6 SIP (GRADE 12 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WAIL OR
•
•0904
ATEACH
AT EACH ENO AND INTERNED.
CONCRETE COLUMN. BLOCK WALL CEl1S SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH RONFORCING
•
STILE LOCATION.
BARS EXTEN=G INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE
.•:
BE" TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
OESORJEO BY THE BWLOING ENGINEER OR ARCHITECT OF REQ.
27 Kill (0.016" MINA INTERIOR W4, «
_ SINN (DRAWING QUALITY) WH C-40ONCED-
e D-ai I P UP 2x6 JAMB TO SUPPORTING STRUCTURE - ATTACHMENT
SQOWLT W SMSIDES of SOL NOT TO BE USED FOR ATTACHAMVT OF TRACK BRACKETS)
13 CA. MV. STEEL BOTTOM 6RA(M.
ATTACHED WQH (2) /144/8- SHEET META.
SCREWS. .
' ft. wmA(%'AJU5ION &-%n alpmTWP. •FAQ.- BUILDING TYRE
`t1N1UtlNJNART,A „�A+BIigCK, (HOLLOW 1/4" x 3" (1-1/4' EMBED) ITW TAPOON CONCRETE ANCHOR (2-i/2' MIN EDGE DISTArK
`SS i� .f j/ A�•� ` 3 PSI MON 1 4 x 4 1-3 4 ITV! T 2-1 MIN. EDGE
�� .�� • , • - ! = �i� MIN. EMBED STRONG- - ANCFIOR 2 MIN. Em
r • • ` ' ' • `' . °A r
1-43 x 4 1- - l.R(: SCREW 4307 A -1 2 MIN. - DISTANC1
• . i �• • 2 MIN: 1 x 4 2-1 2 EMBED WEJ-1 EVE i
12-1/2- MIN. OGE ONCE
• X11 �+^ - - FCtST ANCHOR%SCREW SEW1140 FROM BOTTOM AT NO MORE THAN HALF OF MUIKN ON CENTER DISTANCE.
HIGHEST INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING 1tE1GHT,
`•DESIGN *C�*.: -k48. F & -60.0 'CSF. Clopa 8CLOW GRA . P COURMY ,� N/A
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