WS-16-2694 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-268305 PermitNumber: WS-10-16-2694
Scheduled Inspection Date: December 22, 2016 Permit Type: Windows/Shutters
Inspector: Naranjo, Ismael Inspection Type: Final
Owner: MARIANA JULIA LIVORE, FABIANO Work Classification: Garage Door
0" 1,1=10A nr_1'11 no
Job Address:9935 NE 13 Avenue
Miami Shores, FL 33138-2634 Phone Number
Parcel Number 1132050090470
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC Phone: (305)885-8836
Building Department Comments
REPLACE GARAGE DOOR FOR NEW HURRICANE MIAMI Infractio Passed Comments
DADE CODE SOLID PANELS GARAGE DOOR(NOT INSPECTOR COMMENTS False
GLASS)
Inspector Comments
Passed
l
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
December 21,2016 For Inspections please call: (305)762-4949 Page 9 of 27
Permit NO. WS-10-16-2994
`SNORts�� Miami Shores VillageM Permit Type:Windows/Shutters
10050 N.E.2nd Avenue NE Pen
' Work Classification:Garage Door
Miami Shores, FL 33138-0000 Permit Status:APPROVED
rye' Phone: (305)795-2204
fi40RtDP
Issue Date: 10/28/2016 Expiration: 04/26/2017
Project Address Parcel Number Applicant
9935 NE 13 Avenue 1132050090470
FABIANO SILVEIRA AGUILAR M
Miami Shores, FL 33138-2634 Block: Lot:
Owner Information Address Phone Cell
FABIANO SILVEIRA AGUILAR MARIANA 9935 NE 13 Avenue
--- MIAMI SHORES FL 33138-2634
9935 NE 13 Avenue
MIAMI SHORES FL 33138-2634
Contractor(s) Phone Cell Phone Valuation: $ 1,979.00
ADCO OVERHEAD GARAGE DOOR IN (305)885-8836 Total Sq Feet: 112
Type of Work:REPLACE GARAGE DOOR FOR NEW HURRICA Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:REPLACE GARAGE DOOR FOR NEW HURRICA Final
Classification:Residential Review Building
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# WS-10-16-61544
DBPR Fee $2.00
DCA Fee $2.00 10/28!2016 Credit Card $76.20 $50.00
Education Surcharge $0.40 10/03/2016 Credit Card $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
s
F
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: I rti t at I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. uth r or , I ut or e t above-named contractor to do the work stated.
October 28, 2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
i
Building Department Copy
October 28, 2016 1
e RECEIVED Miami Shores Villa
g DCT 2016
Building Department BY;
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
\� Tel: 305
( )795-2204 Fax:(305)756-8972
/•1� ` INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2014
BUILDING -2rr
Master Permit No.�c �5
PERMIT APPLICATION Sub Permit No. s 110 - Zo 4
[—E]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
c CONTRACTOR DRAWINGS
JOB ADDRESS: JQQ J 3J �JL 13-1 N A d
City: Miami Shores County: Miami Dade Zip: 3313 Y
Folio/Parcel#: 11 -3, VS- oo3 -Qy Is the Building Historically Designated:Yes NO X
Occupancy Type: R Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): FA 1AAJ(3 5, 86o/MR Phone#: J�1 a36 903
Address: (F
_ cJJ 35 1\jr ( 3-r'4 A VE
City: Miami Shores State: Florida Zips 33 1 3 Y
Tenant/Lessee Name: nn Phone#: J 4'1 a36 ?4033
Email: FAd/A,JO_ A QUIZ AR �r"f q0Q, CqA
CONTRACTOR:Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836
Address: 7577 NW 50 ST
City: Miami State: FI Zip: 33166
Qualifier Name: Humberto Fernandez Phone#: 305-885-8836
State Certification or Registration#: Certificate of Competency#: 02-BS00795
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 1q-1(� '00 Square/Linear Footage of Work:_ I � 0 0
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Des iption of work: Replace garage door for new hurricane Miami Dade Code �Q Ll I) � -��S
S6 R-NA(9-.2. No fon, Iv Dr coL1i LS
Specify color of color thru tile:
Submittal Fee$ Q fir' Permit Fee$ i Q CCF$_ _� . Z7�.. CO/CC$
Scanning Fee$ —I//-- Radon Fee$ Z D/BP'R$$ eG. Notary$
`•1
Technology Fee$ • lD Q Training/Education Fee$ ) Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ f
(Revised 02/24/2014)
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.
i
Signature _ Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
r_ day of ��(J wib e 20 by day of r�pT '. 20 9 by
GlY1DS. l U t�Ctl�who is personally known to1)w & F �41d who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
OSign: CJ Sign: —0 /-Od—V Az)v�
Print: CLkrry',Qr) C) Print:
Seal: *� * MY COMMISSION#GG 017436
CARMEN ESTHER JUSINO Seal:
EXPIRES:August 1,2020
MY COMMISSION#FF046931 �'�P oQ� BaWWTtw
"fl &422 Nciv1 SWAM
EXPIRES August 19,2017
APPROVED BY 4 111flans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Florida Building Code Garage Door Windload Design Pressures Report# DPR-161012-A-01
Page 1 of 2
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"compo s d cladding"
(Exposure D), 175 mph ultimate wind speed for Miami-Dade County. v
Address: Fabiano Aguilar
9935 NE 13 Ave.
Miami Shores, FL 33138, Miami-Dade County
N
Garage Opening Size: 16' 0"x 7'0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 58'0"
Measurement of Nearest Garage Door Opening to Building Corne r: 2'0"
Positive Design Load: +41.9 PSF (see page 2) Negative Design Load: -47.3 PSF (see page 2)
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 9208/9209W8, 167"x 7'0", Approval# 16-0607.10, Dwg# 105024, Windload Capacity: +46/-52 PSF.
The design loads 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 5th Ed Florida Building Code(2014)
for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load
combinations. No further load reduction factors are permitted.
The related calculations do not address the jambs or structural adequacy of supporting members. The building official is
the final determiner of the suitability of the garage door connections for the particular buiding 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.
111111111111
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T i
` No 63286
ZS/TATF—or
Scott Hamilt E '�� •• P ����
Florida P.E. License No. 63286 '���SS, R 4qr- r �L. •
8585 Duke Blvd. 11/p L��`�• •
� NA
�1►1i1111N •• • •• • • ••
Mason, OH 45040
(513) 770-4800
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
10/12/2016
Florida Etuild ing Code Garage Door Windload Design Pressures Report# DPR-161012-A-01
Page 2 of 2-Retrofit Calculations for the Designated Door for Fabiano Aguilar
NOA and Site Specifics and Components
1. Miami-Dade County, coastal region,flat terrain, no escarpment.
2. Existing building, enclosed structure, Exposure D(FBC 1620).
3. Mean Roof Height=Less than 15'
4. Building plan and front elevation indicating the designated retrofit door opening:
-7
�s T GAA4`+r:
Plan Elevation
Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN
1. Ultimate wind speed,V_ult= 175 mph,at sea level(Fig.26.5-1), Kd=0.85(Table 26.6.1).
2. Nominal wind speed,V_asd= 135.5 mph(Table 1609.3.1).
3• Exposure category=Exposure D;velocity pressure coefficient Kz= 1.03 for Less than 15'mean roof height
(Table 27.3-1).
4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt= 1 (Section 26.8).
5. Enclosure classification is"enclosed building"(Section 26.10).
6. Internal pressure coefficient, GCpi=+/-0.18(Table 26.11-1).
7. External pressure coefficient, GCp:There are three external pressure coefficients,GCp,for components and cladding and therefore
garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures.
One negative pressure coefficient is for'Zone 4'and the other coefficient for'Zone 5'. Zone 5 is the wall region in the corner of the
building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof height),whichever is smaller, but not
less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5.
See Figure 30.4-1.
For the subject building,the Zone 5 region is defined as 10%of the minimum building dimension,or(0.10)*(58'0")=5.8 ft. Since the
garage door opening is located 2'0"from the corner,this means that 3.8 ft.of the door is within Zone 5,and 12.2 ft. of the door is
within Zone 4.
The area'A'of the subject garage door is per the definition of'Effective wind area'in Section 26.2 of SEI/ASCE 7-10('For
components and cladding,the effective wind area is the span length multiplied by an effective width that need not be less than one-
third the span length'). In other words: (Door Width)(Door Width/3)_
The area'A'=85.33 sq.ft.
+GCp= 1.1766-0.1766*log(A) =0.8356.
-GCp(zone 4)= -1.2766+0.1766*log(A) =-0.9356.
-GCp(zone 5)= -1.7532+0.3532*log(A) =-1.0711.
8. Velocity pressure qz=.00256*Kz*Kzt*Kd*V asd2 in lb/ft z(pso per Section 30.3.2.
qz=(0.00256)*(1.03022956422736)*(1)*(0.85)*(135.5^2)=41.16 PSF
9. Design pressure, p=qz*(GCp-GCpi).
Positive design pressure: p=(41.16)*(0.8356+0.18)=41.8 PSF.
Negative design pressure for Zone 4: p=(41.16)*(-0.9356-0.18)=-45.92 PSF.
Negative design pressure for Zone 5: p=(41.16)*(-1.0711 -0.18)=-51.5 PSF. ����5'HAIWII 'r-Oi
•.�� C / �
Since 76%of the door is in Zone 4, and 24%of the dao is A"25A 4,tO welgl�Qed Merage is: ���GO �.0�i,
(-45.92)*(76%)+(-51.5)*(24%)=-47.24 PSF.•• •i ••i i i i• •• ��, �\C E•N`S•••••,1' 1.
N' 63
Rounding up to the nearest tenth,the final design loaa*eare'�i1.;4SF sand'-47.31'SF. 6
• •;• ScottVatr9lton, PSE. •1• "�= ;•LL
• '. STATE OF W:
.. EloriaS P.�. Li,erZst:No,63286 %0 41
•.• :� 85Z«SDukSblvd.'•' :• •''.. �'�< O R SOP ,:`�,�.
Masjn7OH45040
•.. T Q �QQ
10/12/2016
C��VD
� 0.3 2016
WS110
BY�
MIAMaDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidsdS&ov/econom1
Clopay Building Products Company
8585 Duke Boulevard •
Mason,OH 45040 '
SCOPE: This NOA is being issued under the applicable rules and regulations governing the ure.Qtr.gostruct%D, .
materials.The documentation submitted has been reviewed and accepted by Miami-Dade Cou&1y4U9-Product t;ontrol
Section to be used in Miami Dade County and other areas where allowed by the Authority Havia&1urisdictiogJNIJ). :....:
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County AoQvrt'hontrdi,SFjtion(In '
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right 1%have this prodyct or .
material tested for quality assurance purposes. If this product or material fails to perform is trip aecepted6UV%fir, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,mo4i44r suspend t�e use of
such product or material within their jurisdiction. RER reserves the right to revoke this accepta4ta if it �%det Lrmined �.
y Miami-Dade County Product Control Section that this product or material fails to meet the,requirejtlettts,of the "
aliplicable building code. *..' ; :
W nThis product is approved as described herein, and has been designed to comply with the Florida Bttil(�Ag Code,
~Q ;� Gintcluding the High Velocity Hurricane Zone.
o a w FI ESCRIPTION: Modern 2"Intl ellicof&W8-DP46T-Steel Sectional Garage Door up to 16'-2"
LL Wide w/Optional Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No.105002,titled"Modern Steel 2"Intellicore+46/-52 psf to 16'Wide",
91eets 1 through 4 of 4,dated 05/25/2016,prepared by Ciopay Building Products Company,signed and sealed by Mark
3 Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance
j w atltmber and approval date by the Miami-Dade County Product Control Section.
U � !
--'MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
a- `LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the
L2,,, ?positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing
w
o ;reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade
Lu p W County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel.
O Z w <RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
EL z C) -� Mlle applicable building code negatively affecting the performance of this product.
m Q
Qm co <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.A
minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade
County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports.
Only coils with average yield strength of 30,000 psi or more shall be used to make door panels for Miami-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 NOA is displayed,then it shall be done
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.
NOA consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above.
submitted documentation was reviewed by Carlos M.Utrera,P.E.
*ax-NWI 6'-0 607.10
MMADB COUNTY Expiration Date: July'21,2021
x Approval Date: July 21,2016
16 Page 1
1N
47/12/�
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 105002,titled"Modem Steel 2"Intellicore+46/-5zps f E4 16' Vid'e'', .. •
sheets 1 through 4 of 4, dated 05/25/2016,prepared by Clopay Building Products• .'
Company, signed and sealed by Mark Westerfield, P.E. •
.... ......
B. TESTS '
1. Test reports on 1)Uniform Static Air Pressure Test, Loading pef FK-!TAS 202-94 .•;•••
2)Large Missile Impact Test per FBC,TAS 201'94" •• •• ••....
3)Cyclic Wind Pressure Loading per FBC,TAS.-N-44 •�
4)Forced Entry Test,per FBC, TAS 202-94 ;••• •
5)Tensile Test per ASTM E8 • ' •
.. . .... ......
along with marked-up drawings and installation diagram of 16'2"x 8', 27ga steel: •
garage door Model 9202W8 with Lexan polycarbonate windows,prepared by
American Test Lab, Inc., Test Report No. ATLNC 0330.01-15, dated 04/16/2015,
signed and sealed by David W. Johnson, P.E.
2. 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
4)Forced Entry Test,per FBC,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel
garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by
American Test Lab,Inc., Test Report No. ATLNC 1105-01-13, dated 01/14/2014,
signed and sealed by David W. Johnson,P.E.
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90
panels,prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated
10/01/2014, signed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated
06/01/2016, signed and sealed by Mark Westerfield,P.E.
o?
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 16-0607.10
Expiration Date: July 21,2021
Approval Date: July 21,2016
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE .
......
1. Miami-Dade Department of Regulatory and Economic ResourceS(V]�) ......
E. MATERIAL CERTIFICATIONS •.... ,,,, ••..
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innova#i ve•Plastids,fvx their „�•
Lexan Polycarbonate Sheet Products, approved on 11/21VIOI�, exjairinfl on .....'
07/17/2018. 00 •' .. ••
2. Notice of No. 12-0605.05 issued to Bayer Material
**gee*
e LLC (MA)for ••
their Makrolon Polycarbonate Sheets, approved on 12416/2012, ejprrmg on
08/27/2017.
3. Test report on Surface Burning Characteristics of the polyurethane foam insulation per
ASTM E84,prepared by QAI Laboratories, Test Report No. RJ2814-3, dated
10/14/2013, signed by Greg Banasky.
4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation
per ASTM D1929,prepared by UL LLC, Test Report No. 4786399941/R5692, dated
05/20/2014, signed by James Smith.
F. STATEMENTS
1. Statement letter of code conformance to 5th edition(2014)FBC issued by Clopay
Building Products Company, dated 06/01/2016, signed and sealed by Mark
Westerfield,P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/01/2016, signed and sealed by Mark Westerfield,P.E.
.0711 o16
Carlos M.Utrera,P.E.
Product Control Examiner
OOAN616-0607.101
Expiration Date: July!1—,20'21
Approval Date: July 21,2016
E-2
f
4 3 2 1
MODERN STEEL COMMERCIAL DOORS SHEET, REVISIONS
BRAND FLUSH GROOVED FLUSH GROOVED 1 OF 4
REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - 5/2016 - MWW I REVISED FOR RELEASE.
HOLMES 7208 7209 -- C7R20 MIXED GLAZING SHOWN.
D /14x5/8" SHEET
(1) 20 GA. BACKER EXTERNAL OPTIONAL IMPACT RESISTANT GLAZING. METAL SCREWS D
PLATE AT EACH INTERMEDIATE MAXIMUM GLAZING SIZE (DLO) IS 0
HINGE LOCATION, ATTACHED 39-1/4"x13-1/4". GLAZING MAY BE O
WITH DOUBLE SIDED ACRYLIC SHORT-PANEL OR LONG-PANEL. SEE 1/4'x3/4" SELF I
SECTION B-B ON SHEET 2 FOR DETAILS. TAPPING SCREWS.
ADHESIVE TO BACK OF DOOR. —4'6
Oo 0
GLAZING MAY BE INSTALLED IN ANY
LOCATION IN ANY OR ALL SECTIONS. O
-—�A 14 GA. END HINGES 14 GA. INTERMEDIATE HINGE
DOOR HEIGHT # OF # OF If OF -------------------- -- - ----- --------- ----------
VIEW „8„ VIEW „C
SECTIONS U-BARS T-STRUTS
6'3' TO 8'0' 4 4 4 '6 �� 9� x ?° 'K ?f �r ' ,.r SEE END HINGE VIEW B.
8'3' TO 10'0' 5 5 5
0
10'3' TO 12'0' 6 6 6 1,
3
I
12'3' TO 14'0' 7 7 7 a0 pj^
14'3' TO 16'0' 8 8 8 ;b 3 1 l i 1 1 l i l t SEE INTERM. HINGE VIEW C.
C 16'3' TO 18'0' 9 1 9 1 9 =n N i '� i i i '� i i �
MAX SECTION HEIGHT. 24'
=xo TWO POINT LOCKING INTO TRACK.
p
xp
KI
SLIDE BOLT LOCK
oENGAGES INTO I
A,
F
pr �s A I END VERTICAL TRACK.
STILE. ONE LOCK ON
EACH SIDE OF
�. ozzm v 1 4"T-STRUT. DOOR.
wo
�� I I I S I I I Ilil I
A, 'K i INSIDE SLIDE BOLT
L LOCK OPTION. END
STILE.
OPTIONAL OUTSIDE KEYED - A 3" U-BAR.
B LOCK POSITION
MAX. DOOR WIDTH = 16'-2" OUTSIDE
(2) LHR TOP BRACKETS USED AS MAX. OPENING WIDTH = 16'-0". �0�' LOCK BAR
INNER BOTTOM BRACKET. SEE JAMB NOTES ON SHEET 4. SNAP LATCH ENGAGES ENGAGES IN
(1) 3-IN ROLLER CARRIER (P/N ONTO VERTICAL TRACK. TRACK ON
0120394) USED WITH 3" TRACK. ONE SNAP LATCH ON EACH SIDE
REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. OF DOOR.
OUTSIDE KEYED LOCK WITH
OUTSIDE END LOCK BAR LOCKING.
— 0 +$ KEYED
HANDLE. STILE.
'- INSIDE HANDLE
•• *00 • • O SID LQK WITH
• • • • SNA♦? LOC C�PDON. NANUFgCTURING PRODUCT CODE
. •_ • •_• • • . •.,•, DSIU-1F477
✓ wpp,o,e6e.onAplyiogw•6me �DESiGN�'L� se_1441.0'PSF & —52.0 PSF I# /
1.s: ep'- • • • PART NO.: N A
A , 'Y 07 71�is Unless Sta ed o h ais •• 8585 Duke 6oulevc d VDJDLOAD RATING
® �1 Mason,OH 45040 USA i
NNo,�I TOLERANCES a.e I� a 8 D P 4 6
Mirei adoct Card ���•• •� Tel.Na.513-770-48110 i
mu fw .0 = 1.031 Baking Pmdds Gump" Fax Na.513-770-4853
By_� • •••.00 - t.D15 ESCRIPTION:MODERN STEEL 2' INTELUCORE +46/-52 PSF TO 16' W
GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE • • • .000 - boy •DIi4WN B DATE: 12/2015TCALE: NTS
1f PATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. • • 0000 = .00L YDWG.D
DESIGN E�i� 1 T. NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. •• �e9feeS-�i/2 �C EC ED•BY! Mwr DATE: 5/25/16 SHEET 1 OF 4 SIZE J�
MARK WESTERFIELD, P.E. CONSULT FACTORY FOR DETAILS. • Unl•sstated er.ix
FLORIDA LICENSE No. 48495 •• mMp+sloNs Aq 1 cHEC DWG. NO• 105002•• VER: M-D
4 3 2 1 `
4 3 2 1
BRAND MODERN STEEL COMMERCIAL DOORS SHEET- REVISIONS
FLUSH GROOVED FLUSH GROOVED 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
j CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 7208 7209 -- C7R20
D
IMPACT—RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONTFRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030,
90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS
ALSO APPROVED: SL, AR, 15), APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FBC
2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WINDLOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT.
C SECTION B—B (IMPACT—RESISTANT GLAZING OPTION
INSULATED DOOR SECTION. INTERIOR OF DOOR.
DECORATIVE FACADE.
EXTERIOR OF DOOR. #8-18 x 1/2" SELF-TAPPING
SCREWS: (12) FOR SHORT
UTES; (16)FOR LONG UTES.
3/4" GLAZING SITE.
#8-18 x 1/2"
SELF-TAPPING SCREWS: CELLULAR PVC RETAINER.
(8) FOR SHORT LITES; 6063-T5 ALUMINUM
B (12) FOR LONG LITES. FRAME.
1/4"THICK POLYCARBONATE
GLAZING.
IMPACT—RESISTANT GLAZING DETAILS
• • • • • • • • MANUFACTURING PRODUCT CODE
••�w.•i T.••• •• • • • • DSIU—IF477
wpporeArmmN➢ms•i®Cte •••�EDIMENSIONS#tbiN
'*-1 I1OND:: -+•*`()•ASF$C=r32�a.PSFr PART NO.: N/A
A t d oth.-i.e 'o 8585 Duke aBOoul u� WINDLOAD RATING
CES ar ®
OPBY T..Ne.513-770-4600 g D P 4 6
Miami +duet CoNd d:.031 BMI&g Preduds Canm Fac No.513-770-4853
FF .._•"•,.•0��-,:
By ••• • ±.0000ppp15, DESCRI TION:MODERN STEEL 2"INTELUCORE +46/-52 PSF TO 16' W
R • • t. 1DRAWN6A: SF{a006
DATE: 12/2015 SCALE: NTS DWG.DDESIGN ELV R: t1 2' j,•• • CjiE E BY: MWW DATE: 5/25/201 HEET 2 OF a SIZEFLORIDAMARK EI CENSE�oP 48495 • iiin,N s's.DWG ANO.: 100O02 VER: M-D
4 3 2 1
• •
4 3 2 1
BRAND MODERN STEEL COMMERCIAL DOORSSHEET, REVISIONS
FLUSH GROOVED FLUSH GROOVED 3 OF 4 IREV. NO,j ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
i CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - - - - SEE REVISION HISTORY ON SHEET ONE.
'{ 2"THICK
HOLMES 7206 7209 -- C7R20 I SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
D p
HORIZONTAL(TOP)JAMB URETHANE CORE
(NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT DENSITY 2.4 P.C.F.
NOTESLL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO l`I
THE 2x6 VERTICAL SYP(GRADE#2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL(TOP) JAMB. -
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 LB & -416 LB. PER LINEAR
TYPE NER 3. FOOT OF ALL JAMBJFAASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A (2) 12 GA. GALV. STEEL TOP ROLLER BRACKET.
FLUSH MOUNING SURFACE. 27 GA. MIN. STEEL GALV. EACH BRACKET ATTACHED W/(4) #14x5/8"
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NII USED IN THE CALCULATION OF ALLOWABLE EXTERIOR SKIN WITH SHEET METAL SCREWS. ADJUSTABLE SLIDE
LOADS FOR ANCHORS AND FASTENERS FOR S7EEL,CONCRETE AND MASONRY, BAKED-ON PRIMER AND ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2"
MAX.O.C. A BAKED-ON POLYESTER BOLTS AND NUTS PER BRACKET.
NOTE: 2.6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, PAINTED TOP COAT.
IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS,APPROVED FASTENERS AS TONGUE AND GROOVE JOINTS.
DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2"AND INSTALLED DIRECTLY _4" �' '�'
THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK VIEW ��
C 2x6 VERTICAL JAMB WALLS. ANCHORS CAN BE(BUT ARE NOT REQUIRED TO BE) COUNTERSUNK 70 PROVIDE A FLUSH 4 TALL TAPER STRUT. 14 GA. GALV. STEEL ROLLER C
MOUNTING SURFACE.CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT 4-1/4" 0.062" MIN. GALV. STEEL, HINGE. EACH FASTENED TO END
REINFORCED BLOCK WALL OR 3,000 PSI MIN.CONCRETE COLUMN OR STEEL JAMBS. L 80 K51 MIN. ,0STILES W/(4) #14x5/8" SHEEP
METAL SCREWS AND (2) 1/4'703/4"
SELF TAPPING SCREWS
VIEW
f J-I 3" I 3 TALL�-BAR' `-ONE 4" T-STRUT PER SECTION (SEE
20 GA. MIN. GALV. STEEL, f°"
1-7/B" 80 KSI MIN. VIEW "D"). EACH T-STRUT ATTACHED j
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT AT EACH HINGE LOCATION WITH (2)
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS) 1/4"x3/4" SELF TAPPING SCREWS.
MAXIMUM
DN-CENTER 27 GA. STEEL GALV. INTERIOR SKIN i
DISTANCE STEELWITH A BAKED-ON PRIMER AND A
BETWEEN WASHERS BAKED-ON POLYESTER PAINTED
N TYPE [ASTENER TYP FASTENERS- REQUIRED TOP COAT. f
HOLLOW CMU BLOCK WALL 11/4' x 1-1/4'MIN. EMBED ULTRACON CONCRETE ANCHDR 4 1/2' 1'O.D.
B xPPm-dn-M*i gWil+• GROUT-FILLED CMU BLOCK ONE 3" U-BAR PER SECTION (SEE VIEW B
t/4' x 1-1/4'MIN. EMBED ULTRACON CONCRETE ANCHOR 7 1/2' 1'O.D.
Fler10s ETM' "E"). EACH U-BAR ATTACHED AT EACH HINGE
9,M!
0 1Z 16 2000 PSI MIN.CONCRETE 1/4' x 1-3/4' MIN. EMBED ULTRACON CONCRETE ANCHOR 15 1/4' 1'D.D. LOCATION WITH (2) 1/4"x3/4" SELF TAPPING
NOM--� 2000 PSI MIN.CONCRETE I/4' x 1-3/4'MIN. EMBED TAPCON CONCRETE ANCHOR 14 1/4' 1'O.D. SCREWS.
Miklti ProlLial c.mul
2000 PSI MIN.CONCRETE 3/8'X I-3/4' MIN.EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 13 1/2' INCLUDED 13 GA. MIN. GALV. STEEL BOTTOM BRACKET.
BY 4000 PSI MIN,CONCRETE 3/8' X 1-3/4' MIN.EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS. j
WOOD FRAME(SYP 0.55 SG) I/2' x 3'IN. LAG SCREW(ASTM A307,GRADE A) 1-5/8'EMBED INTO STRUCTURE 14 3/4' 1'D.D. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. I
14GA STEEL(0.060' MIN.) 1/4'-l4 x 1'ITW BUILDEX TEKS SELF-DRILLING FASTENER 6' 1' O.D. 1
I2GA STEEL(0.105' M ) L/4'-14 x 1'ITW HUILDE% TEKS SELF-DRILLING FASTENER 10 3/4' 1' O.D.
SECTION A-A (SIDE VIEW)
"' 1/8'STEEL l/4'-14 x I' ITW BUILDE% TEKS SELF-DRILLING FASTENER 12 3/4' 1' D.D.
E (BOTTOM) •• ••• • • •
- ' FIRSTBOTTOM ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED •
AT LEAST AS H!GH AS THE DOOR OPENING. • • • • • • • • ••• MANUFACTURING PRODUCT CODE
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. • 0 0• •
• • • • _ DSIU-1F477
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE: 2-1/2 •�"•
EXCLUDING STUCCO THICKNESS. EXCEPTION FOR F •� •,
TAPCON -- MINIMUM EDCE DISTANCE FOR TAPCON FASTENER IS 1-1/4", EXCLUDING STUCCO THICKNESS. J}ESIGN LAPIbSi �46.V;PSf &=52'0`PS>—
• ••• • PART NO.: N/A
Clopay WINDLDAD RATING }
A l umeee s a a othe was u �j -8585 Duke Boulevord A
TOLERANCES are Mason, 51-7 USA g D P 4 6
�. Tel.Na.513-770-4800
.0 = 1.031 Builddrxl Pmduds Company Fax No.513-770-4853
. /._ ,, ''-� • • • 000- GQO05 DESCRIPTI N:MO ERN STEEL 2" INTEWCORE +46/-52 PSF TO 16' W I
F,, ^, • • • .oa-D y t.b01 tlRAWN !Y:EH • DATE: 12/2015 SCALE: Nis DWG.R
DESIGN ENC3V R:--. •• *Degree= *1/2'• GHEr•I(E B M DATE: 5/25/201 BEET 3 OF 4 SIZE JJ 1
MARK WESTERFIELD. P.E. • U#eA smtw•te«.1..•
FLORIDA KENS No. 48495 •• DIRENSIONS AIg•1yNCH G. NO.: It05002• VER: M-0
i
4 3 2 1
. ••• •
4 3 2 1
BRAND MODERN STEEL COMMERCIAL DOORS SHEET- REVISIONS
FLUSH GROOVED FLUSH GROOVED 4OF4 REV. N0. ZONE: DATE: ECN N0. APPVD:I DESCRIPTION
y CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 7208 7209 -- C7R20
luNGl_F MOUNT JAMB CONFIGURATION D
D HORIZONTAL TRACK
SUPPORT BY DOOR 2z6 SYP JAMB(IF PRESENT:
INSTALLER(TO SUIT). SEE JAMB NOTES ON SHEET 3).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
2" TRACK CONFIGURATION. DOORS UP TO 800 LBS. VERTICAL TRACK TO BE CONTINUOUS
13 GA CALV.STEEL FLAG BRACKET ATTACHED TO BRACKET MOUNT JAMB CONFIGURATION OR REVERSE ANGLE. 12 GAA. TRACK
NOTE DOUBLE TRACK JAMB WITH(3)5/18'X 1-5/8"LAG SCREWS DOOR CUPS ATTACHED TO WALL ANGLE
HEIGHT "L" 1'ODOR OVERLAP(EACH SIDE)—{ WITH TWO 1/4'RIVETS PER CUP.
HEADROOM, HI-LIFT TRACK, AND TO TRACK WITH(2) 1/4"RIVETS. 8_8 OPTIONAL STOP MOULDING _ TRACK CUPS ARE ATTACHED 70
FOLLOW-THE- ROOF 7_ W B>'INSTALLER(TO SUIT). TRACK WITH ONE 1/4"BOLT AND
TRACK,AND VERTICAL UFT 7_g ... .:,f:i 16 GA GALV.5-3/4"WIDE STEEL n;;Ajr)j.;; NUT. FOR WOOD JAMBS:ONE
TRACK ARE AVAILABLE w AS ROD:SPACING NTE 14.O.C. DOUBLE-END-STILE FASTENED WITH (1)#8 X 5/16'X i-5/8'LAG SCREW AT
OPTIONS. - EACH TRACK CUP LOCATION.ALSO
TRACK CONFIGURATION a -6� 1 2"WAFER SCREW AT LEAST TWO LAG SCREWS LOCATED
ABOVE THE DOOR OPENING g 63- 2"GALV.STEEL TRACK, ,_6„ 2-1/2'x 12 GA.GALV.STEEL TRACK ABOVE VERTICAL/HORIZONTAL TRACK
DOES NOT AFFECT THE JUNCTION.
TRACK THICKNESS: 0.083". _ " BRACKETS FASTENED TO W000 JAMBS
WIND LOAD RATING. tl 1 1 WITH 5/18'x 1-5/8"LAG SCRLIVS.
50' 10-6 1 - NOT TO EXCEED 14"ON-CENTER. 7/16'I.D. ROUND 14 GA.GALV. STEEL CENTER HINGE FASTENED TO
PUSH NUi
w .L" 11-6 1 FASTENER. SECTION W/(4) EACH#14x5/8"SHEET METAL SCREWS.
VERTICAL TRACK TO BE BRACKET
s 38" MOUNT OR ANGLE MOUNT 12-O"13 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH/14x5/8' c
C z (CONTINUOUS OR REVERSE ANGLE, 1 - 142" SHEET METAL SCREWS AMC)(2) 1/4'SELF TAPPING SCREWS PER END HINGE.
w i-3/4"x2-1/4'x12 GA MIN.). ALL 13'-0" 2"GALV. STEEL TRACK FASTENED TO
ERACKETS/TRACK CUPS ARE 12 GA. 4"
Ll GALV.STEEL.BRACKETS/CUPS ARE 14-0 1 " 12 GA GALV.STEEL TRACK BRACKETS 2•DIA 7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL_OR NYLON TIRE.
ATTACHED TO TRACK WITH EITHER 14'-6.166" WITH EITHER(2) 1/4-DIA RIVETS OR
10" TWO 1/4-RUM OR ONE 1/4- 15'-O" 7 (1) 1/4'x 5/8"BOLT&NUT PER SECTION C-C
3_1/2" BOLT AND NUT. 1 '-6 TRACK BRACKET. LHR BRACKET(2-1/2'x 5-3/4'x 12CA)
PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH(2) 1/4"z 3/4"SELF TAPPING
USED WITHODO BLE END STILETE THAT LHR "AS ARE ALSO
SIN
ZONE 11-3 SHEET 1.
3"TRACK CONFIGURATION. JAMB CONFIGURATION pOypJF TRACK
CENTER HANG REQUIRED FOR FOR 3"TRACK, LOW HEADROOM OPTION
NOTE DOUBLE TRACK DOORS OVER 6' HIGH. (AVAIL FOR BOTH 2'AND 3"TRACK)
HEADROOM,HI-UFT TRACK, OUELE HORIZONTAL
FOLLOW-_E—ROOF L 1"DOOR OVERLAP(EACH SIDE) TRACK.
TRACK,AND VERTICAL UFT
TRACK ARE AVAILABLE 2x6 SYP JAMB (IF PRESENT: OPTIONAL STOP MOULDING BY DOOR INSTALLER(TO SUI). p
OPTIONS. 3'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 16 GA GALV. 5-3/4'WIDE STEEL DOUBLE-ENO-STILE B
B TRACK CONFIGURATION SEE JAMB NOTES ON SHEET 3). *ga*+p'^+Y".
ABOVE THE DOOR OPENING THICKNESS:0.101". ANGLE THICKNESS:OA80". HORIZONTAL TRACK FASTENED WITH (1) (8 X 1/2"WAFER SCREW,
DOES NOT AFFECT THE MIN.ANGLE DIMEN;,IONS 3-1/4"x 2-7/8". SUPPORT BY DOOR
WIND LOAD RATING. VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT).
3-1/4"x 2-7/8"MIN. z 0.080"TAPERED
JUNCTION.TWO 1/4'BOLTS FROM LAST MOUNTING ANGLE.SEE LAC BOLT MOUNTING AT TRACK 14 GA.GALV. STEEL CENTER HINGE
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION CONFIGURATION BELOW. 7/16"L0. ROUND FASTENED TO SECTION W/(4) EACH
iPUSH NUT 114x5/8"SHEET METAL SCREWS.
rc ADDITIONAL MOUNTING SLOTS FASTENER.
o SPACED AT 12'CENTERS. Ia�W7ii•��
7�'
A.GALV. STEEL ROLLER HINGES FASTENED TO END
C 0.101'THICK 3"GALV.STEEL TRACK FASTENED
u •"� _ � J(>'.. TO TAPERED ANGLE, TRACK ATTACHED TO STILES W/(4) EACH #14x5/8"SHEET METAL SCREWS
12"ON CENTER D TAPERED ANGLE WITH ONE 1/4"x5/8"BOLT& AND (2) 1/4"SELF TAPPING SCREWS PER END HINGE
,.•' ,sir = �M---� NVT AT EACH MCUNTTNG SLOT.
46" � .. � •• ••• 3"DL�8-1.2"LONG STEM BALL BEARING STEEL ROLLER.
Do-
By ••
SECTION • • • • ••• MANUFACTURING PRODUCT COD
34" NE.Y.-TRACK BOLT AND NUT AT EACH PREPARATIONaO�-JAMeB�BYLgTICRSs�� DSIU—IF477
r�. p MOUNTING SLOT LOCATION. �.,Cc' • • p"�� -� _
ro �- DOOR VERTICAL ••✓ -ri71� :•%H .� ". —52. 1 PSF PART NO.: N/A ^
A HEIGHT TRACK LENGTH Uruess Stated otherwise {( 8585�Duke B.Al a l_, WINDLOAD RATING
22" 7-0 7 ®C Oria7 Mcst OH t".
USA
l .
8-0 a
TOLERANCES—s C J Tel.Na.513-770-4800 g D P 4 6
b —0 96' ONE 5 .0 = 1.031 Buikiny Products Compmry Fox No.513-770-4853
7•� •••• 10—0 108 /16"z 1-5/8'LAG SCREW SPACED AT THE SAME t .• .00 — 015
to" .+ •DESCRI ON:MODERN STEEL 2" INTELLICORE +46/-52 PSF TO 16' W
1R 12—0 132 DISTANCES AS THE TRACK BOLTS(I.E. 3-1/2". 10", 22 •S4,• • .000 Lf t•00�
14—0 158 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 207. 4 • ,0000• -" DRAWN•BY•SH • DATE: 12/2015 SCALE: NTS DWG.
-3-1/2" 16-0 180 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOW• i.
DESIGN ENGINEER: 17-0 4 VERTICAL/HORIZONTAL TRACK JUNCTION. • •Degrees =•tt/2y HUK WWW GATE: 5/25/201 HEET 4 OF 4 SIZE
MARK WESTERFIELD, P.E. 18-0 228 •• fMEENSIons`�ww t w' WG. 40.:•1050•a VER: M-D
FLORIDA LICENSE No. 48495
4 3 2 1
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE C, 2010 FLORIDA BUILDING CODE (ASCE7-10)
DADE CO., FLORIDA i clupaviv
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON
THE FOLLOWING ASSUMPTIONS: [3� ��t D�n�� n�����T�
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) l�) t_ i V PRODUCTS
ACCORDING TO ASCE7 CALCULATION METHODS. A Griffon COirpupy
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. ' •
• � � • 9999••
•• •s•• •
NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENINZgiE COMeLE E-LY IN •00 •
ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER44E'LWIVE DESIGN •+�•+•
PRESSURES THAN SHOWN ON THESE CHARTS. 696660 •...• �••+•�
9000 •
9999 9999•
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLES'-%&)r BEC'%uS EDfSIGN 99:99'
PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUM1b M HAVE 11-rE 3RME •••••.
DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO ZIA�E A LOWER IASIGN ••
0 • •••.••
WORST CASE DESIGN PRESSURES (PSF) :
MEAN ROOF HEIGHT •.
UP TO 15' 16' 17' 18' 19' 20' 21'
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
W 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
N
Fn 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; 8' +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
- 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
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
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'x8'1
+33.1, -39.8
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
22' 23' 24' 25'
8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4
W 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6
N
&5 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7
O 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
a 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, -44.7sts���#rs�x
18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 ...... [
THIS CALCULATION SHEET IS ONLY VALID �- No 6328 .}
FOR THE FOLLOWING BRANDS: CLOPAY,
IDEAL AND HOLMES.
STATE OF I�
Scott Hamilton, P.E. : 40B Vt ' � `
8585 DUKE BLVD. �t� �•'"".�- , C ,.
MASON, OHIO 45040 IL A1110111111`ist* i
(513) 770-4800 gnatur 5/17/2012
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT]
Fabian(') Awl', �(ar
CP3 U-E [ fav
yarn e X13
1-Story house, 12 Ft. max. main roof
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