WS-11-487REMOVE DAMAGED EXISTING GARAGE DOOR AND
REPLACE WITH ONE NEW DADE COUNTY APPROVED
DOOR
Passeda
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: April 18, 2011
Inspector. Bruhn, Norman
Owner: BERMUDEZ, PABLO
Job Address: 9700 N MIAMI Avenue
Miami Shores, FL
Project <NONE>
Contractor: ABOVE ALL GARAGE DOORS
Building Department Comments
April 19, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 158490
Permit Number: WS- 3- 11-487 I
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1131010330180
Phone: 305 - 556 -6633
Page 1 of 1
failD
BUILDING
PERMIT APPLICATION
FBC 20
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
Permit No.
MR 1 8 2011
V\ A
Master Permit No.
Permit Type: BUILDING ROOFING
OWISTName (Fee Simple Titleholder): * ?CO "_ 1.0 l3 Pte' Matt"— MAW 50 75'7- - fl Vaa
ctboo ivGa,, ; Afic„
35 1 50
Tenant/Lessee Name: 1#
Email:
JOB ADDRESS: C 140 M1 ‘\ ' \" `U e
City: Miami Shores County: I Miami Dade Zip: . a1 5 D
V
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: &°-O\ f C t Phone#:
Address ® - b IA° �O ` , ��
Cit t\N `p 6r-R -0 .f\ s ^/State:
Qualifier Name: ( s' f \ . N `V
State Certification or Registration #: P
Contact Phone#: VCS " tob` 5 Email Address:
Value of Work for this Permit: $ 'int./ Square/Linear Footage of Work:
DESIGNER: Architect/Engineer:
Type of Work: DAddition
Description of Work:
PAlteration
New URepair/Replace
a.•cSb -6(03
Zip: r 55DVS
Phone#:
Certificate of Competenc #:
******** * * * * ** * *** * **** *O*000 ****** **** F ***** 000 *** ** ***** *000*** ** * ********* * ******
Permit Fee $ //t' CCF $ CO /CC $
Radon Fee $ DBPR $ Bond $
Submittal Fee $
Scanning Fee $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ P( 10
Phone#:
❑Demolitioc� 1 ^ i
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.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this / e
day of Me,..n,_ k , 20 4, by 1 e h ( t �b �s � - ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: -
Print:
My Commission Expires:
APPROVED BY
,471z h5
MY COMMISSION #DD772303
EXPIRES: MAR 25, 2012
ss
?my .0. w i 1 'i In L''rance
*** ** ****** *** *********** * *t * *** k****** ** GIs*** ****** N******* h*********** ******N ********* N*******************
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Plans Examiner
Signature k
as identifica
NOTARY PUBLIC:
44 tit
Contractor
The foregoing instrument was acknowledged before me this I t y,��� /}
day of t1/4-0 CY , 201, by (17-- ; �.►r1�
who is�ersonally known to or who has produced
Sign: a
Print: CC
• Nbtary Public State of Florida
*9 1 1 K Betanco
y , e t My Commission EE055882
wt , , ow Expires 01/17/2015
9
My Commission Expires: ®1 `ell ,(113
Zoning
Clerk
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2007 FLORIDA BUILDING CODE (ASCE 7 -05)
Tl A TIP (Yfl TATTY PT . TTl A
146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C
Mean Design Pressure Mean Design Pressure
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
Door Roof
Height Height
15
16
17
18
19
20
21
22
23
24
25
Positive
+41.3
+41.0
+ 39.2
+38.9
+41.8
+41.4
+39.7
+39.3
+42.3
+ 4t9
+40.1
+ 39.8
+ 42.8
+42.4
+40.6
+40.2
+43.3
+42.9
+41.1
+40.7
+43.7
+ 43.4
+41.5
+41.1
+44.1
+43.8
+41.9
+41.5
+44.5
+44.1
+42.3
+41.9
+ 44.9
+44.5
+42.6
+42.2
+ 45.3
+44.9
+ 43.0
+42.6
+ 45.7
+43.0
Negative
-51.9
-51.2
-47.7
-47.0
-52.5
-51.8
-48.2
-47.5
-53.1
-52.4
-48.8
-48.1
-53.7
-53.0
-49.4
-48.6
-54.3
-53.6
-49.9
-49.2
-54.9
-54.2
-50.5
-49.7
-55.4
-54.7
-50.9
-50.2
-55.9
-55.1
-51.4
-50.6
-55,4
-55.6
-51.6
-51.1
-56.9
-681
-52.3
-51.5
-57.4
+ 45.3
+43.4
-56.6
-52.7
-51.9
Door
Width
8
9
16
18
8
9
16
18
8
9
16
18
8
9
16
18
8
9
16
18
8
9
16
16
8
9
16
18
8
9
16
18
8
9
16
18
8
9
16
18
8
9
16
18
Door Door Roof
Width Height Height
.8
8
8
8
8
9
16
18
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
8
9
16
16
8
8
8
8
9
16
18
8
8
8
8
8
9
16
18
8
8
8
8
15
16
17
18
19
21
22
23
24
25
Positive
+40.9
+ 40.6
+38.8
+38.5
+41.4
+41.0
+39.3
+38.9
+41.9
+41.5
+39.7
+39.4
+42.4
+42.0
+402
+39.8
+42.8
+42.5
+40.6
+40.3
+43.3
+42.9
+41.1
+40.7
+43.7
+ 43.3
+ 41.5
+41.1
+44.1
+43.7
+41.8
+41.4
+44,5
+44.1
+42.2
+41.8
+44.9
+44.5
+42.6
+42.2
+ 45.2
+44.8
+ 42.9
+42.5
Negative
-51.1
-50.4
-46.9
-46.2
-51.7
-50.9
-47.4
-46.7
-52.3
-51.5
-48.0
-47.3
-52.9
-52.1
-48.5
-47.8
-53.5
-52.7
-49.1
-48.3
-54.1
-53.3
-49.6
-48.9
-54.6
-53.8
-5111
-49.3
-55.0
-54.3
-50.5
-49.7
-55.5
-54.7
-51.0
-50.2
-56.0
-55.2
-51.4
-60.6
-56.5
-55.7
-51.8
-51.1
Notes:
1) Design pressures calculated using calculation procedures listed in ASCE 7 -05.
2) Pressures assume the entire door's width to be in the end zone (zone's) dilietottilcuag.
3) Calculated based on enclosed building, any roof slope
4) Importance factor 1.00, residential application. •
5) For mean roof heiehts less than 15'. use 15' pressures.
6) Most garage door openings will not be located completely in
calculations will result in lower pressures.
7) Table to only be used in conjunction with Amarr Garage Doo
PO Box 288 • Winston - Salem, North Carolin
165 Carriage Court. Winston - Salem, North C
Phone (336) 744 -5100 • Fax (336) 74
www.amarr.com
• • ••• ••
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ere.f
GARAGE DOORS
• •
•• •
• • •
• • •
• •
• • •• ••
.
•
• • • • ••
idual
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• •
•
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220 MLI AC . MILE, SUITE 215 r
_CORAL`G'AI3t.ES," FLA ; ;313'4
, 0202 g' t ',I05 4440- 7092 •a' `5 =:
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_OCATION SKETCH
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SUAVEY Cr 214
SUBDIVISION
ACCORDING TO THE PLAT ThEREK AS REQUIRED IN PLAT', BOOK .NO.
PUBLIC RECORDS Or.— ; _ COUNtV,.!LORIDA.
DATE
Al' M1 ,
THE LA. INSURANCE RATE PAP
SEP 30,1912 AND REVISED M
19'71 PUBLISHED BY THE UN
DEP IRTMENT OF HOUSING AN
pEVPMENT DELINEATE 'I
DESyRIBED LAND TO BE SITUADED
ZONE- s
THI IS NOT A FLOOD '.
HMARD ZONE
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Amarr Garage Doors.
165 Carriage Court
Winston Salem, NC 27105
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and
accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models 950/655 1000 & 2000 Steel Sectional Garage Door (9' wide)
APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit,
(24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors,
dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -
Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM
E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,
the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils
with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of
Acceptance.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOQ.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 manttfpeturr� oo • it* dustr:bujgr: aitci shall
be available for inspection at the job site at the request of the Building Official. • • • • • • • . • . . •. •
This NOA revises and renews NOA # 03- 0502.01 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.
MIAMI•DADE COUNTY
APPROVED
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade. gov /buldingcode
... •..
• ...
• •
• • . •
. • • • • •
. • . .
• • •• .�. NOA 1ops- 071801
• Expiration date: Septem? ei 4,
''"� Approval Date: August 28, 2008
... • • ... Page l
.. • • • • • • a •
0 4-�G' • •
• • ... •
. . • a • a . . . • • .
• • • • . . • • • • • • • •
• • ••• • •
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit
(24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3,
prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08,
signed and sealed by Thomas L. Shelmerdine, 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
along with marked -up drawings and installation diagram of 9'x 7' Model 950D
Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American
Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed
by David W. Johnson, P.E.
2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report
No. 3DM -297, dated 04/09/03, signed by Robert Kelly.
3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
prepared by ETC Laboratories, Test Report No. 07 -816- 20337.0, dated 03/24/08,
signed by Joseph L. Doldan, P.E.
C. CALCULATIONS
1. Wood jamb attachment to structure calculations, complying with FBC -2004, prepared
by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L.
Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance and no financial interest, issued by Structural
Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E.
G. OTHER
1. Notice of Acceptance No. 03- 0502.01, issued to Amarr,GAra Dpo . pr� ved QJ
•
09/04/03 and expiring on 09/04/08. . '
!f d ui -''�'
le ri fe /og
E -1
••• • • • aalfaaM. Utgera,
�ontrotEtaJti►ter
• • •' • NQA No08 -0718 01
Expiration Date: Septem'bt, 4, 2013
Approval Date: August 28, 2008
••• • • • • • .. • •
• • • • • • • • •
• • • • ••• •
• • • '
•
• . • .. :•••• • • • • • • •
• • ••• • •
A. GALV. COMMERCIAL
!OP ROLLER BRACKET
(ACHED W /(4> 1/4' x
Y HEX HEAD SCREWS
PER BRACKET
(TILE
iTIDN'
TYPICAL TOP FIXTURES
N.T.S.
_ SEE (TABLE 2) ON PAGE 2 FOR
RECOMMENDED SECTION CONFIGURATION
STABLE SLIDE BRACKET
'ACHED V /(2) 1/4 -20 x
!RACK BOLTS AND NUT
DURASAFE AJUSTABLE
'ARRIERS ATTACHED TO
' 22GA R -TRUSS V /(2)
5/8 HEX HEAD SCREW
3 5/8' 22GA
R -TRUSS
ATTACHED V/ <4>
1/4' x 5/8' HEX
HEAD SF((EWS
II
'I1
ADJUSTABLE ROLLER CARRIER
ATTACHED W/ (B) 1/4' x I/2'
BOLT I NUT PER BRACKET
3 5/8' 22GA R -TRUSS ATTACHED
W/ (2) 1/4' x 5/8'
HEX HEAD SCREWS AT
EACH CENTER STILE
2' 10 BALL STEEL
5' STEM ROLLER
EE TABLE 4 ON PAGE 3
FOR STILE PLACEMENT
9-0' MAX
INSIDE ELEVATION
N.T.S. 14 GA. DURASAFE
END HINGE ATTACHED
W/ (2) 1/4' x 5/8'
HEX HEAD SCREWS
2' 10 BALL STEEL
9' LONG STEM ROLLER
• • 1t•IL • At DURASAFE• END HINGE 3 •
R. • •
( I� •
• ATE•••••
STID.P��Mj7j7(�(�W��BIL.DI.N$G 2p GA GALV. STEEL END STILE
(SUP1'Ub IN TA4ER% • /EllACHED WITH c7).TBG D <
(•)112911 ENTER STILF4 • .-L-LOC Ar �H
• ATTACHED WITH Mar) I . 4L
- l'1R�AI/CyT .
0 - THE TOP AND
D AND ADHESIVE • (1) 7/16" DIA BOLT RETAIN • • •
TO INTERIOR 11118E• • •PER ROLLER• •
•
THROUGH
4GA. DURASAFE
ROLLER CARRIERS ATTACHED
TO END STILE W/ (3) 1/4' x 5/8'
HEX HEAD SCREWS PER CARRIER
SLIDE LOCK ENGAGES INTO VERTICAL
TRACK ON BOTH SIDES 5/8' MIN
ENGAGEMENT CONFORMING TO SFBC
3P03-2. <S11412 LATCH, U> LOCK BAR
OP )rorrAcH 3/ X•HEAD SCREWS 2) 1/4' x
• •
• (NO. 2 OR BETTER)
• 5/8'H X 22 GA. • • 2" 0 V. �tgACK Ai . 5/8' R -TRU ) • TR THIE1(NESS!O"
SOUTHERN YELLOW BOLT AND NUT PER • • • CONT. L JAMB
RACKET TRACK IbIOU' R ITING UTAH ( YO PINE
BETTER)
ER)
N.T.D.
TYPICAL DURASAFE CENTER HINGE
N.T.S.
(TOP)
SEE TABLE U ON PAGE 2
FOR STRUT SPACING
2' 20GA. STRUT
ATTACHED V/
(2) 1/4' X 5/8'
HEX HEAD SCREWS
AT END AND CENTER
STILES
2' 10 BALL STEEL
5' STEM ROLLER
5/16' x 1 5/8' LAG
SCREW U) PER
JAMB BRACKET
145A, DURASAFE
CENTER HINGE ATTACHED
W/ (4) 1/4' x 5/8'
HEX HEAD SCREWS 2' THICK
STILE STIFFENERS (3>
LOCATED IN HINGE HOLES)
ON TIP SECTION ONLY
TYPICAL STILE STIFFENER O
N.T.S.
24 GA. MIN EXTERIOR SHIN
•/ G -40 GALVANIZATION AND
BAKED ON POLYESTER FINISH
HOLES FOR STRUT
ATTACHMENT (IF STRUT
IS REOIURED)
TYPICAL BOTTOM BRACKET
N.T.S.
BOTTOM BRACKET
14 GA ATTACHED
W /(3> 1/4' X 5/8'
HEX HEAD SCREWS WITH A
13 GA, BRACKET SLIDER
3 GA COMMERCIAL
TIP FIXTURE ATTACHED WI
<4> 1/4' x 5/B' HEX HEAD SCREWS
ADJUSTABLE SLIDE BRACKET ATTACHED
V /(2) 1/4' x 1 /B' BOLT AND NUTS
1> R -TRUSS
PER SECTION
END HINGE
14 GA.
3 5/8'H X 22 GA. <3 5/8'
R- TRUSS> GALV. STEEL R -TRUSS
ATTACHED W/ (4) 1/4' x 5/8'
HEX HEAD SCREWS AT EACH END
STILE AND (2) 1/4' x 5/8' HEX
HEAD SCREWS AT EACH CENTER
STILE
1) STRUT AT
BOTTOM PANEL
CONT. STEEL RETAINER
W/ BOTTOM SEAL
SECTION A —A (SIDE VFW)
N.T.S.
®WOOD JAMB ATTACHMENT TO STRUCTURE
<SP ICE) H
THROUGH
2 X 6 VFRTICAI JAMB ATTACHMFNT TO WOOD FRAMF STRUCTURF
5/16" X 3" LAG SCREWS STARTING 6' FROM ENDS 'THEN 24" O.C. (1 1/2" EMBEDMENT)
2 X 6 VFRTICU ,JAMB ATTACHMENT TO 7 OOT) PSI CTNCRFTF
HILTI KINK BOLT 3/8" X 4" STARTING 6" FROM ENDS THEN 24' O.C. (2 1/2" EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2 -3/4" STARTING 6" FROM ENDS THEN 18' O.C. (1 1/4'
EMBEDMENT)
ITW/RAMSET REDHEAD (TRU -BOLT) 3/8" X 4" STARTING 6" FROM ENDS THEN 24" O.C. (2
1/2" EMBEDMENT)
2 X 6 VFRTIC.AI JAMS ATTACHMENT TO C -90 ROCK
HILTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6" FROM ENDS THEN 18" O.C. (1 1/4'
EMBEDMENT)
ITW/RAMSET TAPCON 1/4" X 2 -3/4" STARTING 6" FROM ENDS, USE PAIRS OF
FASTENERS (3 APART) AT 16" O.C.(1 1/4' EMBEDMENT)
'LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
'PREPARATION OF WOOD JAMBS BY OTHERS
'MINIMUM ANCHOR EDGE DISTANCE 2 -3/4'
'NO 1/3 INCREASE IN ANCHOR ALLOWABLE LOAD DUE TO SHORT TIME DURATION HAS BEEN
USED.
KY
A
3 GA. FLAG BRACKET ATTACHED TO WOOD JAMB
W/ (3) 5/16 DIA. X -5/8' LAG BOLTS AND TO
TRACK W/ (4) 1/4' -20 x 5/8 TRACK SPLICE
BOLTS AND NUTS
SPLICE TRACKS AT THIS LOCATION
SEWR " JAMB WITH (3) SPLICE • /16' GA. x1 NUTS
5/8'
LAG BOLTS
(1) 8/16' DIA x 1 -5/8'
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
12 GA. GALV. STEEL
JAMB BRACKETS
ATTACHED W/ (1) 1/4' -20 x 5/8'
TRACK SPLICE BOLT & NUT
OBCRP EN CF 18'190IS
A49611E04 TO 25A FEC MIS 665 A FG3 FIXED
MAX SIZE
9 x 14'
DESIGN LOADS
+51,1 PSF
—60.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
DAIS
06-12 -08
BY
SIN
arr_
165 CARRIAGE COURT WINSTON -SALE. N.C. 27105 VVWAMPRN.COR
MODEL 950 HERITAGE (24 GA) 1000, 2000
9i/MODEL 655 OAK SUMMIT (24 GA) 1000, 2000
SHORT, LONG, FLUSH. AND BEAD PANELS
921
B
DRAIN BY HJ
DECO BY APE
DATE 03/12/03
ONE 03/14/03
DH3I€R 'DIMAS L 9LDEHEE FL. It NN 001849
CRAW MAW
IRC- 9509 - 180 -21
BEET 1 OF 3 ®
SEE (TABLE 3) ON PAGE 2
FOR JAMB BRACKET SPACING PROIUC,REVASEI)
TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS II•BDOp1yLIgwYhmel•1w418
ButiftWode
AODCpD BEcRJDOY- D7 /8,
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED
SECTION CONFIGURATION)
TOP
#2
A
B
C
D
E
F
G
H
T
6' 6"
5 112"
16"
34"
52 ".
21,1
13'6"
21"
21"
701/2"
7'
5 1/2
16"
37"
58"
13' 0"
21"
21"
21"
76 1/2"
7' 6"
51/2"
13"
31"
49 ",
67"
18"
18"
18"
82 1/2"
8'
5 1/2"
16"
34"
52"
70"
21"
21"
'21"
88 1/2"
8'6"
5 1/2"
16"
37"
58"
76"
18"
18"
18"
94 112"
9'
5 1/2"
13"
31"
49"
67"
85"
2111
10' 6"
100 1/2"
9' 6'°
51/2"
16"
34"
52"
70"
88"
21"
' 21"
106 1/2"
10'
5 1/2"
16"
37"
58"
76"
94"
18"
18"
112 1/2"
10' 6"
51/211
16 '1
371
58
77
100"
8' 6"
21"
118 1/2"
11'
5 1/2"
16"
34"
52"
70"
88"
106"
18"
124 1/2"
11' 6"
5 112"
16"
37"
58"
76"
94"
112"
21"
130 1/2
12'
5 1/2"
16"
37"
58"
79"
100"
118"
3"
136 1/2"
127
51/2"
16"
34"
52"
70"
88"
106"
124"
142
13'
5 1/2"
16"
37"
58"
76"
94"
112"
130"
148 1/2"
13''6"
51/2"
16"
37"
58"
79"
100"
11811
13611,
1541/2"
14'
5 1/2"
16"
37"
58"
79"
100"
121"
142"
160 1/2"
DOOR
HEIGHT
SECTION HEIGHTS
Btm
#2
#3
#4
#5
#6
#7
#8
14' 0"
21
21"
21"
2111
21"
21"
21"
21,1
13'6"
21"
21"
21"
21"
21"
18"
18"
21"
13' 0"
21"
21"
21"
18"
18"
18"
18"
21"
12' 6"
21"
18"
18"
18"
18"
18"
18"
21"
12'0"
21"
?21"
21"
21"
'21"
8"
21"
38"
11'6"
21"
21"
21"
18"
18"
18"
21"
11' 0"
21
18"
18 "
1811
1
18"
2111
10' 6"
21"
21"
21"
21"
21"
21"
10' 0
21"
' 21"
21 +"
18"
18"
21"
9'6"
21"
18"
18"
18"
18"
21"
9 ' O/,
18 1r
18"
18"
18 1,
1811
18"
8' 6"
21"
21"
21"
18"
21"
78"
8' 0" "
21"
18"
18"
18"
21"
7' 6"
18"
18"
18"
18"
18"
7'0 "
21"
21"
21"
21"
98"
6' 6"
21"
18"
18"
21"
DOOR
HEIGHT
TRACK ATTACHMENT
SPLICE
A
B
C
D
E
F
G
H
I
J
K
LM
N
S
6' 6"
3"
'14"
27"
38"
46"
56"
64"
70"
7'
3"
14"
27"
38"
46"
56"
68"
76"
7' 6"
3"
14"
27"
38"
46"
56"
68"
78"
82"
8'
3"
14"
27"
38"
46"
56"
68"
78"
88"
8 ' 6 "
3"
14"
27 ",
38"
46"
56"
68 ".
78"
88"
94"
9
14"
: /
38"
. 46'.
56"
68"
78"
88"
100"
9' 6"
3"
14'1.27':
-38"
•
:56"
68"
78"
88"
98"
106"
10' •.
3"
14"
,27"
38".:46
68"
78"
88"
100"
112"
10' 8'1.
∎ '
14".
2.W' _
38"
.46",
.56"
68"
78"
88"
. 1 . 00"
110"
118"
I 1: "
:' '
14" •
2T"
38":.441..
56"
68"
78"
88"
100"
110"
124"
11' §
14..3D
38".`403*„
56"
68"
78"
88"
100"
110"
120"
130"
12--.
1"
14"
.27
38 ".:
$;' _
56"
68"
78"
88"
100"
110"
122"
136"
12'6; • •
•3"
1-41'.,,27'1
38 "..6..
56"
68"
78"
88"
100"
109"
122"
132"
142"
13'.
3"
14'
2Y"
381
46g
56"
68"
78"
88"
100"
114"
122"
134"
148"
13'6
3"
14'
27■
38"
'46"
56"
68"
78"
88"
100"
109"
122"
134"
144"
154"
14'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
146"
160"
TABLE 1
- ABLE 3
TABLE 2
DESIGN LOADS
+230.0 LBS/FT
® -271.4 LBS/FT
FEY
A
BK
B
INTERIOR OF GARAGE
MAX. WIDTH 9'0" -�--
IIIIIIIIIIII
SEE NOTE 2
DESCRPMN of 8EBSOIS
IWWASI N A 2337 IBC MIEL 636 &R3 ATH)
MAX SIZE
9' x 14'
DESIGN LOADS
+51.1 PSF
-60.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
165 CARRIAGE COURT VINSTRR ALER, 16C. 27105 V V VANARR.CON
MODEL 960 HERITAGE (24 GA) 1000, 2000
8)) MODEL 665 OAK SUMMIT (24 GA) 1000, 2000
SHORT, LONG, FLUSH, AND BEAD PANELS
DRAIN BY DU
OEM BY AK
011E
06 -12 -0B
BY
S(W
DALE 03/12/03
DATE 03/14/03
EWER W 111011AS L 000695€ PE M. Na 0018579
CRAM MAW
IRC- 9509 - 180 -21
BEET 2 0F 3®
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS /FT & -271.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN
ROLLED FORMED, G -40 GALVANIZATION W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -05, AND
FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203.
9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
PRODUCT REVISED
IneFwew.
Banding Code
AooepRml. No #2"- (
Section
Width
(ft)
Panel Type
Center Stile Location
(Measured from Left Edge)
1st
(in)
2st
(in)
3rd
(in)
8' 0
: Short
24.812
48.000
71.188
8' 0
Long
24.000
48.000
72.000
8' 0
Bead
24.625
48.000
71.375
8' 2
Short -
24.316 ,
49.000
73.684
8' 2
Long
24.500
49.000
73.500
8' 2
Bead
25.125
49.000
72.875
8` 4
Short
24:580
50.000
75.420,
8' 4
Long
25.000
50.000
75.000
8' 4
Bead
25.625
50.000
74.375
8' 6
Short
26.029
51.000
75.971
8' 6
Long
25.500
51.000
76.500
8' 6
Bead
26.125
51.000
75.875
8' 8
Short
26.659
52.000
77.341
8' 8
Long
26.000
52.000
78.000
8' 8
Bead
26.625
52.000
77.375
8' 10
Short
27.034
53.000
78.966
8' 10
Long
26.500
53.000
79.500
8' 10
Bead
27.125
53.000
78.875
9''0
Short
27:596
54.000
80.404
9' 0
Long
27.000
54.000
81.000
9' 0
Bead
27.625
54.000
80.375
TABLE 4
• •
• •
•
•
• •
•
••
•
•
•
• •
•
• ••
• • •
• ••
•
•• ••
• • •
• •
•
• •
•••
•
• • ••
• • •
• • •
• •
• • •
•• ••
• •
• ••••
• • • •
••••
•
• ••
• • •
• •
REV
A
MAX SIZE
9' x 14'
DESIGN LOADS
+51.1 PSF
-60.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
arr_
165 CARRIAGE COURT VINSTON- SALEM, R.C. 27105 VWANMRCOM
MODEL 950 HERITAGE (24 GA) 1000, 2000
®MODEL 855 OAK SUMMIT (24 GA) 1000, 2000
SHORT, LONG. FLUSH, AND BEAD PANELS
SZE
B
DESCRIPTION CF RENSIONS
*HAWN 102737Ray MDR.BbAxSKE
ORA1N 8V OLT
NIXED 87 ME
DATE 03/12/03
DATE 03/14/03
ETE;IEER DA1OS L SNLEMIDI E FL LG. No 0048579
PROOUCT REVISED
es enaliailia Mel the nod&
&Ad* Corte
Aeaepls(ee No
✓`�7•+ j 3
DAIS
06 -12 - De
Product Colonel
e7
CRAW MAW
IRC- 9509 - 180 -21
BEET 3 CF 3 ®