WS-16-3045Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. WVS-11-16-3045
Permit Type: WindowsiShutters
Work Classification: Garage Door
Permit Status: APPROVED
Issue Date: 11/29/2016
Expiration: 05/28/2017
Parcel Number
Applicant
390 NE 91 Street
Miami Shores, FL 33138-
1132060190190
Block: Lot:
KENNETH WILKINSON
Owner Information
Address
Phone
Cell
KENNETH WILKINSON
FL
(973)632-2529
Contractor(s) Phone
ADCO OVERHEAD GARAGE DOOR IN (305)885-8836
Cell Phone
Valuation:
Total Sq Feet:
$ 1,100.00
63
Type of Work: REPLACE GARAGE DOOR FOR NEW HURRICA
No of Openings: 1
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total: 1 $126.20
Amount
$1.20
$2.00
$2.00
$0.40
$110.00
$9.00
$1.60
Pay Date Pay Type
Invoice # WS -11-16-61976
11/07/2016 Credit Card
11/29/2016 Check #: 7679
Amt Paid Amt Due
$ 50.00 $ 76.20
$ 76.20 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: -ertify th
construction and zoning.
the_o
ut-r o
of
information is accurate and that all work will be done in compliance with all applicable laws regulating
above-named contractor to do the work stated.
November 29, 2016
Authorized Sre: •wner Applicant / Contractor / Agent
Building Departme t Copy
Date
November 29, 2016 1
t..
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC D ROOFING
❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS
RECEIVED
OV 07 2016
6:3QA .
FBC 20 I({
Master Permit No. V yS(C- 30
Sub Permit No.
0 EXTENSION D RENEWAL
❑ REVISION
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Cit, X1/6- -7 5f' 4),1-0--i
City: Miami Shores County: Miami Dade Zip: '3 ( 3 e
Folio/Parcel#: /(— 3704' O f' Gf qo Is the Building Historically Designated: Yes NO ;\--
Occupancy Type: 12- -5 Load: Construction Type: Alen -Flood Zone: M') BFE: FFE: II. SZ -
OWNER: Name (Fee Simple'Titleholder) W€1I1 /14/h,1 ,v47-,.%44U.2in/ Phone#: q 32- SGo6---
Address: I i 1-'5 r /9-vE '% 9d 3
City: r:ii 4ryi State: FL 7/ -j 7 f
Tenant/Lessee Name: %vA
Email:
Phone#:
CONTRACTOR: Company Name: AP OJ710ve -/1 7 �j4-2v1-eE .--)C Phone#:
Address: '7 -7i Mw -147
City: i72 (4/ ( State:
Qualifier Name: f77io1 ' 2 L 2 Phone#: 3p e g� 8 g 3 4
Certificate of Competency #: 0`Z ' 3'5 Uo.-7n! --
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
3 SC/ I.
6 S $8
Go2 (0%1
Zip: 3 ( C4, Co
State Certification or Registration #:
Value of Work for this Permit: $
1100 --
Type of Work: 0 Addition 0
Description of Work: R-6-8
cmc,
Alteration
Square/Linear Footage of Work:
❑ New [Repair/Replace
❑ Demolition
rocz Ive-co f ,r-' ( m//-7,0/
( k (CD PAK)PL NOT GIA S�)
Specify color of color thru tile:
Submittal Fee $ E T ( 5 Permit Fee $ 1 I 0 CCF $ 1 CO/CC $
Scanning Fee $ 1 Radon Fee $ 2- DBPR $ 2
Technology Fee $ ' • Con Notary $
`_•
Training/Education Fee $ Dou10ble Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $. O • 2O
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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
/
- "C1��II
/ Signature
OWNER ENT
The foregoing instrument was acknowledged before me this
nail 141 day off� pO CAr� , 20 1 (e) by
VV)
�l.nl It% ) • 1k1 f,)Qnwho ispersonally known to
me or who has produced Di vers ( r s -
identification and who did take an oath.
NOTARY PUBLIC:
Sig
Print:
Seal:
LIZETTE GARCIA
Notary Public - State of Florida
Commission rM FF 997710
*******iiii%retliiiM63CimiEi i *Ji: 1 lit
%
as
CONTRACTOR
The foregoing instrument was acknowledged before me this
Di? day of 00474P ? , 20 I l/am, by
i -1 0)1)3P I(' -+p Fe.enc.41.8ez ,. who is personally known to
me or who has produced as
NOTARY PUBLIC:
sign:AnuurL.
ro,1*pV PUt. MARIE DE LA PAZ
•
o MY COMMISSION S GG 017435
EXPIRES: August 1. 2020
Ireop t • Bonded Nu Budget Notary Services
iiiiiiiiiiiititiiiiiitiiiiiiiiiiiiiiiiiiiiiiii iiiii iii iiiii i iiiii
identification and who did take an oath.
Print:
Seal:
APPROVED BY ( (Q r�
Plans Examiner
Structural Review
(Revised02/24/2014)
Zoning
Clerk
OFFICE OF THE PRIPERTY APPRASE
Summary Report
Property Information
Folio:
11-3206-019-0190
Property Address:
390 NE 91 ST
Miami Shores, FL 33138-3130
Owner
KENNETH WILKINSON
DAVIS TAMBURIN
Mailing Address
390 NE 91 ST
MIAMI SHORES, FL 33138 USA
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
Beds / Baths / Half
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
2/2 / 0
Floors
1
Living Units
1
Actual Area
1,847 Sq.Ft
Living Area
1,493 Sq.Ft
Adjusted Area
1,670 Sq.Ft
Lot Size
10,125 Sq.Ft
Year Built
1950
Assessment Information
Year
2016
2015
2014
Land Value
$253,192
$243,218
$212,528
Building Value
$116,232
$116,232
$113,226
XF Value
$0
$0
$0
Market Value
$369,424
$359,450
$325,754
Assessed Value
$128,334
$127,442
$126,431
Benefits Information
Benefit
Type
2016
2015
2014
Save Our Homes
Cap
Assessment
Reduction
$241,090
$232,008
$199,323
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
EL PORTAL PB 9-101
LOT 1 & E1/2 OF LOT 2 BLK 2
LOT SIZE 75.000 X 135
OR 13484-2578 1187 1
Generated On : 10/13/2016
NE 90T'4 ST
Taxable Value Information
Previous Sale
2016
2015
2014
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$78,334
$77,442
$76,431
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$103,334
$102,442
$101,431
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$78,334
$77,442
$76,431
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$78,334
$77,442
$76,431
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
02/26/2016
$405,000
29982-0727
Qual by exam of deed
11/01/1987
$68,000
13484-2578
Sales which are qualified
09/01/1976
$47,500
00000-00000
Sales which are qualified
10/01/1975
$44,250
00000-00000
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
MIAMI
COUNTY
clirrr
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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.aov/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 Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional Impact
Resistant Lites
APPROVAL DOCUMENT: 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 7 dated 2/2015, 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 tlte. ; . °°°°°° • • • • •
statement reading `Miami -Dade County Product Control Approved' is to be located on the iloor'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 ancl'theie itas 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 redicionochangeiiltRe ....... • • • • •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsenieni of any pfo ticf� for •.•••.
•
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cornrlynvith 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, Fldrida, and folleevet bg the . •
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, liven it sh JJ IA done • •
•
in its entirety. • •
• , ••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 12-0710.06 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.
MIAM1•DADE COUNTY
APPROVED
NOA No. 15-0225.06
Expiration Date: September 20, 2017
Approval Date: May 7, 2015
Page 1
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", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, 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)
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-080Z14"
1. Tensile Test, per ASTM E8, Reports No. HETI-06-T604/6051606, prepared by Hurricane
Engineering & Testing, Inc., dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda,
P.E.
2. Corrosion Resistance Salt Spray Test, per ASTM B 117, Report No. 30160-04-63365,
prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D Lee,
P.E.
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082954-500, p1ejed by ... : •
Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Antleoneenalozh.
F.
4. Surface Burning Characteristics Test per ASTM E84 Report No. • 3682960-5011 dated!, • •..
10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, predtld Jay Intorelc• • esting • •...
Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. • • • • •..... •
. . •.• .............
.....
STATEMENTS • • • •
1. Statement letter of code conformance with the 2010 and the 5th editio$ t2af 4•) FBC. issut d by . • • • • •
•
• •
P.E.•
.
•
•
.. • ....
2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Nopay�
Building Products Company, dated 07/06/2012, signed and sealed by Scott H milton, P.E.
"Submitted under NOA # 12-0710.06"
E -1
.fes"' /42fius
.
C. los M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0225.06
Expiration Date: September 20, 2017
Approval Date: May 7, 2015
CLOPAY MODELS 4300. 4301. 4310 4400 4401. HDG HDGL
CLOPAY MODELS H400. H401 H300. H301. 11310
HOLMES MODELS 66. 67. 68. 6200. 6201 6203
2' . 3' A 0.038' MAN GALVANIZED STEEL HACKER PLATES ATTACHED TO
0000 5100 WITH PATENTED 000-1-001 SYSTEM (NOT VISIBLE FROM
OUTSIDE). REINFORCEMENT PLATES ARE LOCATED AT THE TOP AND BOTTOM
OF EACH SECTION Al CACTI HINGE LOCATION.
-4-A m 095750,: ON0 ROW 01 0APAGI-RESISTANT
11020,0 IN ERHER TOP SC0110N (SHOWN)
40 NCXT-I0-INE-109 SECTION (NOT
SHOWN
010 THD 002E Is 4e-4/7' .
0.02150 5 101E08. 001000 GE 0[604
51x24321. AN APPROVED CC2 PLASTC 19
ACCORDANCE VO11 80/080 2610
SEC SECTION 8..0 TOR ASSEMBLY DETAILS.
DOOR FEIOHT = 16'
L
i
1" r
_Li 0-
A
! L: !X.
MAK. DOOd W DTH - 9' Cr
INSIDE ELLVL1000
1012 90511100 (8070 510(5). SEE
101001 or GCH LOOK FOR 0(0.5115.
TABLE 1
DOOR HEIGHT
UP TO 7'0'
4 U)
SECTIONS
4
7'3' TO e'9'
5
9'0' TO 10'6'
6
10'9' TO 12'3'
7
12'6' TO 1430'
14.3' TO 15'9' 9
16'0' 10
MAX SECTION HEIGHT: 21'
a�E
SLOT ROO
LOCH ENGAGES
TRACIONE
MCP IAA, LIME BOLT
2-3/4'--� � 2-1/4' (6(5):
S/ EwS
0.4,5/e- SHELT YET.
7-1/2'
L
(4) 1/1'.3/4' JEEP
14990.1 SCREWS
SECTION 13 -
DETAIL '0' YULOPuRpoSE
PI6NAI DECORATIVE
79117D[CORAME % 9RONI RARE FKADE.
SNAP -IN IML:
0.188
229011 00551051 -
GE -PIECE INJECTION
NdOE / GE LEE.?
SLX34321 FRONT
FRWE 8 G•EAIPG.
/
CC 551000084 S(OUCTURAL
51,1005E sEALA 1
POLYSIYREM RETAINER
FASTENED TO 1000E MIN
IOD) Is . !N' PAR Hao
0002E SCREWS.
TABLE 2
INSTALLER
MODEL
R(1N1
00001
- LNLI
DESCRIPTION
M
HT
XI'
Ila/
1300 H300
HOG 66
0200
77 GA
MPI.
EXTER.OR SKIN;
SHORT
RN5E0 PANFt
4400
0400
4/0
'l-3/4" E - 11�V.2'01(11 5. ANCHOR
' -1/4 MAL° SIN STRONG TI WE 1..1-0
,1-5/R 100&000! 21077*6TM .4307 'RADE
...A _ Aur -1
3
S ST MN.f.ONC' E
'F -
24 GA
MIN.
EXTER108 SKIN.
SHORT
RAISED PANEL
4401
0401
N/A
�rfpyik®•00MI
24 GA
MIN.
EXTERIOR SKIN,
RUSH
PANEL
4301
*4301
68
6201
27 G0.
YIN.
EXTERIOR SKIM
FLUSH
PANEL c
r 4310, 11310 NOL, 67. 6200 27 GA. NTN. EXTERIOR SKIN.
SECTION A -A
27 GA (0.016' MN)
TITTERER STEEL SON (MIN
YIELD STRENGTH 31.7 KSI,
CRAW. OM4.i -WOT
08
POLYESTER
G 1VPN E0 10
0001
COLI APPLIED 10 80TH
SIDES OF 5TEEL SON.
7-1/2'DNCUE AND
011702E 000021
14 CA END HINGES NN 18 6440010Vr0y1F HNA.
x15 11klW�
VIEW
JAMB CONFIGURATION
200 WOOD JAMB
'A42421•1.21 D tt�
��Y
12 GA. GALV STEEL
TRACK BRACKET
FASTENED 10 W000 MAD
WTTH ONE 5/16'41-1/2"
W000 100 SCREW PER
BRACKET.
2' CALV. STEEL TRACK
FASTENED TO TRACK
BRACKETS. EACH BRACKET
ATTACHED 00TH ONE
1/4'.5/8" BOLT k NUT DR
TWO 4/4' WETS.
STOP MOULDING BY DOOR INSTALLER (TO Sun).
10 GA GALVANIZED 51(0. ENO SIDLE (ATTACHED 00TH ONE
FACTORY INSTALLED 10-18 . 1/2' WATER -HEAD SCREW AND
FURTHER SECURED UPON INSTALLATION WITH HINGE SCREWS
LN. NC GA MFR. 6.4/ STEEL HND(
ASTEI00 10 MSW/HACKER MI ERIOR SPIAT( MIH
(4) /116/e" SHEET PETAL SCREWS
7/16' ROUND 0051.111 IS INSTALLED ON EACH ROLLER 512111
1 CA C.11.0.N
0. STEEL END NO. TASTERS, TO END STIES W/(4) EACH
41445/8' SHEET HT1. SCREWS N (4) 1/4' YM TAPPING s00EW5.
2' 10 BALL STEEL ROLLER (1-2/16'.7/16•.1) WOH
STEEL OR NYLON TIRE.
SIMONE FATED CHANNEL 5EPA1Y115
FRONT AND 8000 SION OF DOOR.
.9S' THICK. 1I 7(55051 •
EXPANDED POLYSTYRENE
raw lNSEIA'ION UNWED
TO 00TH . NODO
MERIT. 5KN5 MAY
HOYE
SIRNSWWC di FALCON
raw.
' (2) I2 GA 1411. STEEL 10P
ROLLER BRACKETS (2-1/2
E-3/61 CAN BRK.EI
ONrED 0/(0) /14.5./6' %MET
NET. SCREWS.
14 Col G.V. ROLLER WNW.
EACH HINGE FKTENEO 10 END
SET 2(101 8210 (4)
1/1'.3/4' SE10 TAPPING
5C8EA4. 5(0 VIEW
3' TALL . 20 GA CALV. STEEL
LI -BAR. TWO 6 -BARS PER
SECTION. EACH U -BAR
ATTACHED 40100 1/4"03/4' SELF
IAPPNG 5CREV•5. (2) 510185
AT EACH END AND IMER1.100.
STILE LOCATION.
27 GA (0018' WN) INTERIOR S-ECI
SKIN (DRAWING du06 WRR 0-00
. G.v.. POLYESTERSMED ON PRNER ANO A
COAT �OOFPPOC0001NP05110 TCP
Ld5 OF
STEEL SKIN.
13 GA GLV. STEEL BOTTOM BRACKET.
ATTACHE• WITH (2) 1146/8' 5MF1 4(1.
SCREWS.
.UNINU10 EXTRUSION i MEL wFAMERSTRIP.
04•
.••
•• •• ••• •• •�• •• •
•• •
• • • . .•
. .
• • •
• • •.• • •
•
• ••
• • • ...
•
••
. •.• • • • •
• 4 • ••• ••
•
.. ••. •• •
• . OOOO
•
• • • • •
• •
• ••• • • • •••
TRACi(•(•0N�rIGURATI ON • 1108120414119015 SUPPORT
BT 0000 .USIALLER (l0 0LAI).
CENIIR HANG RE01ANE0 Edi
DOORS OI[R 8' NCR.
•
•
.•
•
••
vEATIII�jjj0LLE) K A•KH* 10.20 •02IET •
• • • - 3'.3/+ Guo1GEEOLT.0 • •
TOGA 1110. *EEL •AG RLLIKR. !ACV F RED 10 •
VD 48 EI (3.5/31-1.' WOOD • 0EWS. •
•• •
••
KRTMAL 18016 0110[0(0 0O RON120Nt7L
18204 0417 (2) 1/4 .S/4' 10001 80115.
2' CNN. STEEL TRACK,
TRACK THICKNESS: 0.060
12
WA TOP BRACKET
DOUBLE HORIZONTAL
TRACK
PRODUCT REVISED
recoplyio5 Isi1 i 01 Fk/ida
DakbsCa4 ob
^osuprRlIlapirmion1 8 017
TOW
By
00501
1054 HEADROOM OPTION
.0E0 44.721,A1 ',TNT OPTA)NG
4/2001
ADO nOlkES µ_ DE _ m
+ 2x00, xl
NM
.
3
4/2003 R 22/8 x.7061:77 143 ON 4310//400
1/!1/2416 M i0`u ortwlAsi xnNrlm crO 4043
5 /2047 . 721,1•140 (1,1110.104. 5714 1010 FM
T/x012 5 a.. 227005
7 1/2015 1000010 COM LEWVLVNd s 21(22112.
DOOR
HEIGHT
L
•idall
- LNLI
PLACE
M
HT
XI'
Ila/
�maIMen--
,H,Pyy±±9��0R{qq�'. K. NOL`OW 0R
r�lssss
4 Y (1-1/4' EMBED) 1102 TMCON CONCRETE ANCHOR
(2-1/2'
2-1 2
0(0
A 2-I
I 0GF
MN. EDGE DISTANCE)
MIN. E' E psTANc7
ANCHOR 2" MIN. EDGE DISTANCE)
10-1/2'
24'
21-1p
1' 0.0.
(' 00.
190.000
DIC‘1�®dQyWEIMdlMMEM
I/4'
4 4
0 4'
0 4
'l-3/4" E - 11�V.2'01(11 5. ANCHOR
' -1/4 MAL° SIN STRONG TI WE 1..1-0
,1-5/R 100&000! 21077*6TM .4307 'RADE
...A _ Aur -1
3
S ST MN.f.ONC' E
'F -
1 2"
742
�
2' MIN. 1 E DST 0
DISTANCE
24
___24
1 0.0
'NCLUOEO
IFSNIM-
[CyyRSYinRtiammanmi
mama
�rfpyik®•00MI
)nmilmiF�1®iEIi�6'
ICNIMEIN10
mermiazionnierisa
F®➢F�
kk
i•1DFll
•E11.'�IOM
Weili(r•19iIMITISI
71Srklll
kiQ5il17y1141!1111
fl"flii:7
tflilli4'4Rik
Wild
Eeirrma
G
akag
IMIIIMIlID1iA1
]('lily
TVP. 2-1/2•.12 GA CNN. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (UP TO 0:60).
(5) TRACK BRACKETS PER 510 (UP TO 10' M5.8).
(6) TRACK BRACKETS PER 510E (UP TO 12' 1116H).
(7) TRACK °RACKETS PER SIDE (UP 10 14'- NCH).
(8) TRACK BRACKETS PER 510E (LIP TO 16' HIGH).
PREPARATION OF JAMBS BY OTHERS
BCTE. THE THE RESPONSIBILIOF TYHE OF THEPPRO 05510NAL OF EC000 540R THE STRUCTURAL FIEMENTS
BULDINC 00 STRUCTURE AND M ACCORDANCE WITH CUIREN1 BUILDING
COOLS FOR THE LOADS L151E0 ON 1H15 DRAWING.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
rI. ia1 VERTICAL SIP (00000 /2 OROR IS BE TER)) JAMBS NO LOAD TO THE
FRO THEND THEN FROM THE DOOR 15 TRANSFERRETRACK THE To E 2.6
HORIZONTAL (TOP) JAMB.
2. ALL JAMB [051102(05 IAA? BE (0111 ARE NOT REQUIRED TO 8E) COUNTERSUNK TO PROVDE A [1091
MOUNTING 50714.000.
3. A I/3 STRESS INCREASE FOR WIND LOAD WAS 0020 USED IN ME 122,04 ARON OF ALLOWABLE LOADS FOR
ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND 2050NRY.
WOOD FRAME BUILDINGS
STUD WALLS 0 DOOR OPENING SHALL BE FRAMED SOLID BY NOT TE55 THAN (3) 246 PRESSURE TREAIE0 50P
2 OR STO5)0055
OUE LESS
T1200 PS1 . RFME FIBER
STRESS 04 B(602,0 (F.). STUD WMLS TO BE CONTNUOUSFROM FOOTINGO TIE REN8S
BLOCK WALL OR CONCRETE
2.6 519 (GRADE /2 OR 814110) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WAIL OR
CONCRETE COLUMN. BLOCK WALL CELLS STALL BE FILLED WttH CONCRETE AND REINFORCED 584 804(00CNG
BMS EXTENDING INTO THE FOOTING AND INTO TIE BEANS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE
BEANS TO [(10TIN0 PER BLOCK WAIL OR CONCRETE COLUMN. BLOCK WALLS AND CCNCREIE COLUMNS TO BE
DESIGNED B1 THE BUILDING ENGINEER OR ARCHITECT OF RECORD.
THIS PRODUCT 1O1.(7095"TO ;Hi.'
REQUIREMENTS OF TH1.2040 FBG • - FW5$T 001570/SCREW STARING FROY 0011011 AT NO NOPE 1WN HALF OC R4IYON AON CENTER DISTANCE.
AND THE FIFTH E011I014F6f/. H.0NC53JU4HOR/SCREW .NS1.LE 01 :(Ail A5 30200 A5 111E DOOR OPENING RUCNT.
1 : Clopay
OE51CN [NGMCR �;/
SCOTT v.iTne� PE
Building Products �•
F Company
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1'.
.
( 1' )1-
-&P OING 410E
L, ............ AAAA.-.".-
MAXIMUM •
ON CENTER
DISTANCE
BETWEEN
FASTENERS
STEEL
WASHERS
REOU. RED?
,H,Pyy±±9��0R{qq�'. K. NOL`OW 0R
4/1'
4 Y (1-1/4' EMBED) 1102 TMCON CONCRETE ANCHOR
(2-1/2'
2-1 2
0(0
A 2-I
I 0GF
MN. EDGE DISTANCE)
MIN. E' E psTANc7
ANCHOR 2" MIN. EDGE DISTANCE)
10-1/2'
24'
21-1p
1' 0.0.
(' 00.
190.000
MN. CON[• 'lE
I/4'
4 4
0 4'
0 4
'l-3/4" E - 11�V.2'01(11 5. ANCHOR
' -1/4 MAL° SIN STRONG TI WE 1..1-0
,1-5/R 100&000! 21077*6TM .4307 'RADE
...A _ Aur -1
3
S ST MN.f.ONC' E
'F -
1 2"
742
�
2' MIN. 1 E DST 0
DISTANCE
24
___24
1 0.0
'NCLUOEO
DESIGN LOADS:.:Ph8.0SF & -60.0 1?SF.
N/A
010101 WILDING PRODUCTS COMPANY w1n
8585 005E BLVD 11/19/06
105504. ON5010
(513) 770-4000
•=2:14.12!..-I '7;7 :76.0
II
0mn N 11pG/IIOOL. 66/68. 4318/01.
3�[[0
1/006*.. 400/0,. H moonsI B I 101701 16
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE C, 2010 FLORIDA BUILDING
DADE CO., FLORIDA
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) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
CODE (ASCE7-10)
IMP ellopage
BUILDING PRODUCTS
A Griffon Company
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
MEAN ROOF HEIGHT
23'
UP TO 15'
16'
25'
17'
NING SIZE
18'
+38.3,
19'
+38.7,
20'
+39.0,
21'
+39.4,
NING SIZE
8'x7'
+35.6,
-44.7
+36.0,
-45.2
+36.4,
-45.7
+36.8,
-46.3
+37.3,
-46.8
+37.7,
-47.3
+38.0,
-47.7
8'x8'
+35.2,
-44.0
+35.7,
-44.5
+36.1,
-45.0
+36.5,
-45.5
+36.9,
-46.1
+37.3,
-46.6
+37.6,
-47.0
9'x7'
+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
9'x8'
+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,
-46.3
16'x7'
+33.8,
-41.1
+34.2,
-41.6
+34.6,
-42.0
+35.0,
-42.5
+35.4,
-43.0
+35.8,
-43.5
+36.1,
-43.9
El
16'x8'
+33.4,
-40.4
+33.8,
-40.9
+34.2,
-41.3
+34.6,
-41.8
+35.0,
-42.3
+35.4,
-42.8
+35.7,
-43.1
0
18'x7'
+33.5,
-40.5
+33.9,
-40.9
+34.3,
-41.4
+34.7,
-41.9
+35.0,
-42.4
+35.4,
-42.8
+35.8,
-43.2
18'x8'
+33.1,
-39.8
+33.5,
-40.2
+33.9,
-40.7
+34.3,
-41.2
+34.7,
-41.6
+35.1,
-42.1
+35.4,
-42.5
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]
••
• • •
•• ••
000000
•
000000
••••
••••
• •
••
000000
•
••••••
•
•
•••••• •••••••
•
•
•••.
•
••••
••• •
••
• •
• •••••
• •
•••••.
•• .. 0000 : o
•
000000
.�+'iI 4l 00000 ,dr
- : * -
9 STATE OF 4f
7:13 t.
444.7
rf4OO 111.10011
5/17/2012
MEAN ROOF HEIGHT
22'
23'
24'
25'
NING SIZE
8'x7'
+38.3,
-48.2
+38.7,
-48.6
+39.0,
-49.0
+39.4,
-49.4
8'x8'
+38.0,
-47.4
+38.3,
-47.8
+38.6,
-48.2
+39.0,
-48.6
9'x7'
+38.0,
-47.5
+38.3,
-47.9
+38.7,
-48.3
+39.0,
-48.7
9'x8'
+37.6,
-46.7
+38.0,
-47.2
+38.3,
-47.6
+38.6,
-48.0
16'x7'
+36.4,
-44.3
+36.7,
-44.6
+37.0,
-45.0
+37.4,
-45.4
OPE
16'x8'
+36.0,
-43.5
+36.3,
-43.9
+36.7,
-44.3
+37.0,
-44.7
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]
••
• • •
•• ••
000000
•
000000
••••
••••
• •
••
000000
•
••••••
•
•
•••••• •••••••
•
•
•••.
•
••••
••• •
••
• •
• •••••
• •
•••••.
•• .. 0000 : o
•
000000
.�+'iI 4l 00000 ,dr
- : * -
9 STATE OF 4f
7:13 t.
444.7
rf4OO 111.10011
5/17/2012
11
0
0
caE
a)
0
0
U1S c kv _ 3045
M :rY1 S"CYc^.S
BY
DATE
0 CCMPI.If'NCE WI 1}-i All 'FEDERAL
v LUN 1 f HUL_S AND REGULATIONS
s? CEIVED
1 6 7 2016
_J41C
II I
z
i
•
• •
•• •
00000•
00000
••••
•
••••
••••••
• •
•• ••
••••••
•••
• •
••
• • •
a
1
••••••
•
•
•
••••••
• •
••••••
•
•••••
• •
••••
••••••
•
•
•
••••••
• •
••••••
• •