WS-17-2912 Permit NO. WS-12-17-2912
Miami Shores Village Permit Type:Windows/Shultters
4. 10050 N.E.2nd Avenue NE
F,• �' Perill 't' Work Classification:Garage Door
Miami Shores,FL 33138-0000
Permit Staters:APPROVED
Phone: (305)795-2204
F�oRioP Expiration: 06/10/2018
Issue crate: 12/12/2n17 p�
Project Address Parcel Number Applicant
355 NE 93 Street 1132060136290
Miami Shores, FL 33138-2854 Block: Lot: ADAM &JESICCA NEWMARK
Owner Information Address Phone Cell
ADAM &JESICCA NEWMARK 355 NE 93 Street
MIAMI SHORES FL 33138-2854
Contractors) Phone Cell Phone Valuation: $ 2,400.00
HOME OWNER
Total Sq Feet: 0
Type of Work:GARAGE DOOR REPLACEMENT Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:GARAGE DOOR REPLACEMENT Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# WS-12-17-65874
$2.00 12/12/2017 Credit Card $82.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 12/12/2017 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $132.80
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. I
OWNERS AFFIDAVIT: I certify at II th oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo Futh mor ,I a orize the above-named contractor to do the work stated.
December 12, 2017
uthorized Sign Are:Owner / Applicant / Contractor / Agent Date
Building Department Copy
December 12,2017 1
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 .Fax:('303)756.8972
Inspection Number: INSP-293739 PermitNumber: WS-12-17-2912
Scheduled Inspection Date:January 19,2018 Permit Type: Windows/Shutters
Inspector: Naranjo,Ismael
Inspection Tye: Final
Owner: NEWMARK,ADAM &JESICCA Work Classification: Garage Door
Job Address:355 NE 93 Street
Miami Shores,FL 33138-2884 Phone Number
Parcel Number 1132060136290
Project <NONE>
Contractor: HOMEOWNER
Building Department Comments
GARAGE DOOR REPLACEMENT oComments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Fabled
Correction
Feeder!
Re-inspection D
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
January 18,2018 For Inspections please calk(305)7$2-4949 Page 16 of 32
i
Miami Shores Village RECEIVED
Building Department (.jC' 12 1 �
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
1 Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20��
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
I ,`
F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF :❑ CANCELLATION ❑ SHOP
��^^�� c CONTRACTOR DRAWINGS
JOB ADDRESS: 3.`,s
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: ( ����G 01� C`*4A0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: ! " Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Title oldor): fk °�'"` �qo k Phone#:
Address:
City:�J" ��'^'Jr e S State: Zip: 33
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name0�P'r Phone#:
t
t
Address: I
City: State: Zip:
Qualifier Name: Phone#:-
}State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: 7 Phone#: -
Address: City: j State: Zip:
Value of Work for this Permit: 09 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New --X.Repair/Replace _❑;Demolition
Description of Work:
+ t 6t.C•gr � H,�1K.a�,N/pJ�.y..a j» �".'i_ y -
r3t
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ t Radon Fee$ DBPR$ Notary$
t
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
r TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City ` State Zip
Mortgage Lender's Name(if applicable)
,I
Mortgage Lende'r's Address
City t' 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 Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
Q / day of �' 1 , z0_ by day of 20 by
-�(dnM NPS who is personally known to who is personally known to
me or who has produced k!:� L ( ` me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
7►' MAHARAI K.GONZAL
Print: ...........
'= rtnUMMION#00044602 Print:
=„ EXPIRES:November 2,2020
Seal: '='•F oP: gondedThruNotaryPublicunderwriters Seal:
#########################�•#•#�#,## ##�#/�,#�##,###################################################################
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
I
t I
i
f oREs�t Miami Shores Village
Building Department
" 10050 N.E.2nd Avenue
�RW4 Miami Shores, Florida 33138
Tel:(305)795.2204
Fax: (305)756.8972
t Adav_,�-
�O/WNER BUILDER DISCLOSURE STATEMENT
NAME: . Alt wU"wk DATE:
ADDRESS: ME E a3 r� I-
i
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have
read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption
allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the
construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a
cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or
lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built
for sale or lease,which is a violation of this exemption.You may not,hire.an unlicensed person as a contFactor.It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances:Any person working on
your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and
with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all
applicable laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an
exemption from the'law.The exemption specifies that 1,as the owner of the property listed,may act as y own contractor with certain
restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is re ponsible for the construction and
is not hiring a licensed contractor to assume responsibility,
Initial
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect'myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and nt cts.
t
Initial 4
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial
building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be'built or substantially
improved for sale orllease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete,the law will presume that I built or substantially improved it for sale or lease, hic folates the exemption.
Initial,
5. 1 understand that,as,the owner-builder,I must provide direct,onsite supervision of the construction.
Initial `
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It
is my responsibility t I ensure that the persons whom I employ have the license required by law and by co my c r municipal ordinance.
+ Initial
I .�
i
f
I
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously
implies that the property owner is providing his or her own labor and materials.1,as an owner-builder,may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
- .*1
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me,which means tliat I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow
these may subject to serious financial risk.
L
Initial // ,
11
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and
requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States
Small Business Administration,and the Florida Department of Revenues.I also understand that I mVcontactFlorida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi
,
Initial
,
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and financially responsible for th proposed construction activity at the following address:
ss
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of thrmation that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or
employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain,an owner-builder
permit and wish to hire a,licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
,
s
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
I
Was acknowledged before me this 2 day of _D C-C , 20
131Y�16 (y)� Y h was personally known to me or who has =?o
6 �
Produced the Licens as identification. a o
2 m;
/ o to N_
/ U Z
� X
iT
OWNER NOTARY o
� N
Florida Building Code Garage Door Windload Design Pressures Report#DPR-171207-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"components and cladding"
(Exposure C), 175 mph ultimate wind speed for Dade County,
Address: Adam Newark IT
355 NE 93 St
Miami Shores, FL 33138, Dade County
Garage Opening Size: 9' 0"x 7'0"
'i,fl
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 29'6"
Measurement of Nearest Garage Door Opening to Building Corner: 21011
Positive Design Load: +37.5 PSF(see page 2) Negative Design Load: -41.7 PSF Csee gage 2 ••••••
The following Clopay Building Products Company Doors meet the requirements for the stated tdtis: •
.. ......
Clopay Model 9208/9209//372813729W8,9'0"x 7'0",Approval#16-0627.02, Dwg#105024,Windload•Gapacity: +54W-62 RSF. :••••
.Goo . •••••
...... .. . .....
.. .. . .. ......
RECEIVED
. . . . ......
DEC 12 2017 .
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.
- r
* No 63286 ..
OF ;�� Miami Shcr-as Villa e
Scott H ilton, .E .�-��. • O R 1 O P.•���;� APPROVED
BY
Florida
8585 Duke Blvd nse No.63286 DATE
�i,'s`�I�NA���J��►`, ZONING DEPT
Mason, OH 45040
(513) 770-4800 BLDG DEPT
SUBJECT ro CCA,IPLJ/'NCE WLF,y ALL FEDERAL
STATE ANL)cr r_N' '� ?UL S AND PEGUf_ATIOP•JS
12/7/2017 ____ `^�
Florida Building Code Garage Door Windload Design Pressures Report#DPR-171207-A-01
Page 2 of 2-Retrofit Calculations for the Designated Door for Adam Newark
NOA and Site Specifics and Components
1. Dade County,coastal region,flat terrain,no escarpment.
2. Existing building,enclosed structure,Exposure C(FBC 1620).
3. Mean Roof Height=Less than 15'
4. Building plan and front elevation indicating the designated retrofit door opening:
i� emcac iYld33Cv;
Pian 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 C;velocity pressure coefficient Kz=0.85 for Less than 15'mean roof height • •
0000..
(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). ••••' :0000:
7. External pressure coefficient,GCp:There are three external pressure coefficients,GCp,for components sn*J cladding Adilo;efore
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 regSMM the corner 6Lthe •••
building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof height),whi'cheOLtr is smaller,6dt not
less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting ZorVC.;';
See Figure 30.4-1. • • • • ••••••
.000.0
For the subject building,the Zone 5 region is defined as 3 ft.Since the garage door opening is located 70 from the comer,tij •
means that 1 ft.of the door is within Zone 5,and 8 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'=27 sq,ft.
+GCp= 1.1766-0.1766*log(A) =0.9238.
-GCp(zone 4)= -1.2766+0.1766*log(A) =-1.0238.
-GCp(zone 5)= -1.7532+0.3532*log(A) =-1.2476.
8. Velocity pressure qz=.00256*Kz*Kzt"Kd"V asd2 in Ib/ft2(psf)per Section 30.3.2.
qz=(0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)=33.91 PSF
9. Design pressure,p=qz*(GCp-GCpi).
Positive design pressure: p=(33.91)*(0.9238+0.18)=37.44 PSF.
Negative design pressure for Zone 4:p=(33.91)*(-1.0238-0.18)=-40.83 PSF.
Negative design pressure for Zone 5:p=(33.91)*(-1.2476-0.18)=-48.42 PSF. �,���� NAM��
Since 89%of the
(door is in Zone
2)(11 d 11%of 67 a door is in Zone 5,the weighted average is: ��� +.�iG"ENS fi.a�'.��'
F.
Rounding up to the nearest tenth,the final design loads are:+37.5 PSF>an � :* No 63286
Scott Hamita eP.E n t
'.
Florida P.E. License No.63286 :� STATE OF 4110 ., tv
* 8585 Duke Blvd. +��, �:':;L O R NoMason,OH
513)770-4800
0 'f�s�����A�
12/7/2017
MIAMaDiA�
® MIAMI-DARE 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 DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mi#midade.gov/econom_y
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(AHI).
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 requirementsof i
applicable building code. ••••••
This product is approved as described herein, and has been designed to comply with the AwiJa Luildin •Code •
including the High Velocity Hurricane Zone. ••• •• •• ••
DESCRIPTION: Modern 2"Intellicore W8 DP54T Steel Sectional Garage DMftp to 9'-2" ,• •
Wide w/Optional Impact Resistant Lites •••• •
. .....
PROVAL DOCUMENT: Drawing No. 105024,titled"Modern Steel 2"Intellicore+54/-¢i.�+..tp 9'2"j ide'; ..;.•'
sheets 1 through 4 of 4,dated 06/1512016,prepared by Clopay Building Products Company,signedj&40aled bJ Mark' ......
Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the NoticpAfAWeptance •'
number and approval date by the Miami-Dade County Product Control Section. •
......
MISSII.E IMPACT.RATING:Large and Small Missile Impact Resistant •••••
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,n;M1 n;mber,thlr'. ••'
positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing
reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dada
County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
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
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 consists of this page 1 and evidence pages E-i and E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 16-0627.02
the Expiration Date: August 4,2021
Approval Date: August 4,2016
Page 1
Clooay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 105024,titled"Modern Steel 2"Intellicore+54/-62 psf to 9'2"Wide",
sheets 1 through 4 of 4,dated 06/15/2016,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 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 9'x 8',29ga{0.016.)gtet=j •,
garage doors Model 9202W6 with Lexan polycarbonate windows,l3Y8d by• •• ••••••
American Test Lab,Inc.,Test Report No.ATLNC 0824.02-15,dateW01/t 1/2015, :....:
signed and sealed by David W.Johnson,P.E. ••••••
.... . .....
2. Test reports on 1)Uniform Static Air Pressure Test,Loa lrer F$•CC*TTAA S 202x94..' •
......
2)Large Missile Impact Test per FBC,TAS 201-94...... .'
3)Cyclic Wind Pressure Loading per FBC,TAS 20;-94 ; ••; •••• •
4)Forced Entry Test,per FBC,TAS 202-94 ; .0.
5)Tensile Test per ASTM E8 00 ' "' •
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
06/15/2016,signed and sealed by Mark Westerfield,P.E.
0911701 i
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 16-0627.02
Expiration Date: August 4,2021
Approval Date: August 4,2016
E-1
Clopay Buildine Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their
Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on
07/17/2018.
2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC(MA)for
their Makrolon Polycarbonate Sheets, approved on 12/06/2012, expiring on
08/27/2017. 0
:00909
3. Test report on Surface Burning Characteristics of the polyurethane fdam iusulatpq per •
ASTM E84,prepared by QAI Laboratories,Test Report No.RJ281V-3,:d'ted
10/14/2013,signed by Greg Banasky.
4. Test report on Ignition Temperature of Plastics of the polyurethane fqqp,i1isula4en• ,•• ••
per ASTM D1929,prepared by UL LLC,Test Report No. 47863"241I.F5692,Aated ..:..'
05/20/2014, signed by James Smith. '
.. .. . .. ......
. . . . ......
F. STATEMENTS •
1. Statement letter of code conformance to 5U'edition(2014)FBC issued by Clopay •
Building Products Company,dated 06/15/2016,signed and sealed by Mark
Westerfield,P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 0611512016, signed and sealed by Mark Westerfield,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 16-0627.02
Expiration Date: August 4,2021
Approval Date: August 4,2016
E-2
4 3 2 1
a BRAND MODERN STEEL COMMERCIAL DOORS SI#ET. REVISIONS
FLUSH G V FLUSH GROOVED _ 1 OF `* REV. NO. ZONE:I DATE: ECN NO. APPV_D:_ DESCRIPTION
CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - 6/2036 - M1VW REVISED FOR RELEASE.
SP REVISED MPC.
HOLMES 7206 7209 -- C7R20 MIXED GLAZING SHOWN.
D (1) 20 GA.BACKER EXTERNAL OPTIONAL IMPACT RESISTANT GLAZING. D
PLATE AT EACH INTERMEDIATE MAXIMUM GLAZING SIZE (DLO) IS
HINGE LOCATION,ATTACHED 39-1/4`x13-1/4". GLAZING MAY BE
WITH DOUBLE SIDED ACRYLIC SHORT-PANEL OR LONG-PANEL. SEE
ADHESIVE TO BACK OF DOOR. SECTION B-B ON SHEET 2 FOR DETAILS.
GLAZING MAY BE INSTALLED IN ANY
LOCATION IN ANY OR ALL SECTIONS.
-t A /144/8`SHEET
DOOR HEIGHT • Lt R
METAL SCREWS
SECTIONS U-BARS T-STRUTS , ,
6'3' TO 8'0' 4 1 4 —- i A ( P< '
! y / SEE ENO HINGE VFW B.
8.3' TO 10'0' S 1 S o I ' ; , � 7/4"r3/4`SELF
10.3' TO 12'0' 6 7 1 6I, --'----'----'------- --'------ ---'-----
TAPPING SCREWS
I2'3' iD 34'0' 7 I 7 i0
14'3' TO 16'0' 8 t8 �ioz
C. TO 1 9 SEE INTERM. HINGE VIEW C. E......E.069TE Hoc-
'3• 6'0' 9 t = i t f i f !' i i , 14 �A ND HINGES 16 GA INT MAX SECTION HE]GHTN 24'
76IT
am N i i i fVIEW 'R- VIEW 'C` C
N --------
-- '
2�8 --------- N "`--"- TWO POINT LOCKING INTO TRACK.
O d
z SLIDE BOLT LOCK
ENDENGAGES INTO
STILE. VERTICAL TRACK.
ONE r-----
OCK ON
r,ZZ tz ------ ---------- L DE Or
W ____ EACHDOOR.
4 T-STRUT. LOCK 8017
L SNAP MATCH ENGAGES LOCK OPTION.
ONTO VERTICAL. TRACK. END
ONE SNAP LATCH ON STILE.
OPTIONAL OUTSIDE KEYED L___i,..A 3. U-BAR EACH SIDE OF DOOR.
B LOCK POSITION p
MAX. DOOM WIDTH m 9'-2" OUTSIDE B
MAX. OPENING WIDTH - 9'-U'. IDLE. LOCK BAR
SEE JAMB NOTES ON SHEET 4. OUTSIDE KI-11E
ND ENGAGES iN
KEYED ILE. TRACK ON
HANDLE. EACH SIDE
REPRESENTATIVE GLAZING PATTERNS, HANDLE OF Dom'
WIKEYFO WITH Ot1T51QE KEYFQ OCK WITH
CN/LP ATH K OPTION LOCK BAR LO(OCING.
.......'
6KAWJFACIURING PRODUCT CODE
' DStUA-IF477
q r _' Ap�awle.a..aL7iy.arr, •••DESIGN LOADS: +54.0 PSF & —62.0 PSF PART NO.: N/A
'r L~ ••�•. & tb • • JTOLERANCES steed Ott.<isa BSBS 3AAe SaAevora v A
'ry / dE • • • • rj� 8� Moron, 4w4ouse �tNOL�Pr�' 513-770-E&700 +.037 Mdx41
00 a 3.015 DESCRIPTION:MODERN STEEL 2`INTEL CORE +54/-62 PSF TO 9.2`W
. GLAZING MAY BE Id ANY LOCATION IN ANY OR ALL SECTIONS. THESE0 m +.005DESIG;t' NbNtER;.'', PATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. 00 = 1.001 DRAWN BY: SHDATE: 12/2075 SCALE: NTS .MARK Wr NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. .` z1/2' CHECKED BY: Mww DATE:6/15/76 SHEET 1 OF a SI7.EJ_,3STERE LD;•P.��_'f L O CONSULT FACTORY FOR DETAILS. .m<BA �CENSc NO 8495 • ••• ••• ••• • , K�DWG. NO,; 105024
y—y—_— VER:M-0
4 3 0 2 .
. •• . • •• • • ••
.•• • • • • •
• • •••
. . . . . . . . . .
. •• •• . • . •• ••
... . . . ... . .
BRAND MODERN STEEL COIaHERCIAL DORS SHEETS REVISIONS
(LUSH GROOVEDFLUSH GROOV D 2 OF 4 REV, NO.1 ZONE:I DATE: ECN NO. APPVD: DESCRIP71ON
CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 O1REVISION HISTORY ON SHEET ONE.
HOLMES 7208 7209 -- C7R20
D
D
IMPACT—R SI TANT .nNSrRurrina.
SOLID DOORS(NO GLAZING)OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
IMPACT-RESISTANT.OPT10IIAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRMAE AND SARK:IP LEXAN 9034(VERSIONS ALSO APPROVED:MRIO, 9030,
90318, 90316, 90317,90311, 90314,90355)OR BAYER MAKROLON GP(VERSIONS
ALSO APPROVED: SL,AIR. IS), APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FEC
2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FOC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE VATH THIS SECTION MEETS THE
WIND LOM REOUAREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
C CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT.
C
SECTION 8-8 (IMPACT—RESISTANT GLAZING OPTION}
INSULATED DOOR SECTION. INTERIOR OF DOM
DECORATIVE FACADE.
EXTERIOR OF DOOR. /8-18 x 1/2'SELF-TAPPING
SCREWS (12)FOR SHORT
LITES; (16)FOR LONG UTES.
3/4"GLAZING SITE.
18-18 x 1/2' B
SELF-TAPPING SCREWS: CELLULAR PVC RETAINER. L7
(8)FOR SHORT UTES 6063-TS ALUMM"
(I2)FOR LONG UTES. FRAME.
1/4' THICK POLYCARBONATE
GLAZING.
=MPACT—RESISTANT GLAZING DETAILS
,�• 4r
MANtr
ACTURING PRODUCT COOE
DSIOA-1F477
•.� .ra. •" "; ; ; �•� ; ; :"DESIGN LOADS: +54.0 PSF & —62.0 PSF PART NO.: N/A
m o • • •• • • • • • uw.s smtx4 an...an
• •• • • • • ••• • TOLERANCES f �y !°Ima Ott 4 vtNOLOAD RATING A
j' • • • •
0.0
• • • • Ttl.I,St3-TD-48p0
is + •• ••• •• ' • • •• ..00 a 3.06 Aoexw. F.Ra 513-T/6-4655 8 DPS 4
to DESCRIPTION:MODERN STEEL 2'INTELLICORE 154 -62 PSF TO 9'2"W
ow`-t 1.005 / __
DESi t GINEEk oo00 DATE: 12/2015' SCALE: NTS DWC.
CT T' ky ams . z A01 DRAWN 8Y: SH
MARK x�Sj FIE lb. P.�,.� �` /r CHECKED 8Y: MWW DATE:6/15/16 SHEET 2 OF a SIZE
F 1 000 000 *00- • �.+s ARE x MINIM DING. NO.: 10502a VER: M-D
4 � .' .'
. .. . . .. . . ..
• • • • • • • • • •
• •• •• • • • •• ••
BRAND MODERN STEEL COMMERCIAL DOORS SHEET' REVISIONS
FLUSH GRAVED FLUSH GROOVED 3 OF 4 REV. NO. ZONE: DATE: �ECNNO.jAPPVD: DESCRIPTION
CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 01 - - - SEE REVISION HISTORY ON SHEET ONE.
HOMES 7208 7209 -- C7R20 2'THICK
V:- DENSITY
CONE FILLED CHANNEL SEPARATES
BAC($KIN OF DOOR.
HORQONTAL(TDP)JMIBURETHANE CORTE0N0 Lao`RowoDat) JAMB TO SUPPORTING STRUCTUR ATTACHMENT 2.4 P.C.F.
mo.ILL
ITHE LOAD FROM THE DOOR IS TRANSFERRED 70 THE TRACH AND THEN FROM THE TRACK TD
THE 2x6 VERTICAL STP(GRADE/2 OR BETTER)AWSS.HO LOAD FROM THE DOOR IS T
TRANSFERRED To THE HORIZONTAL(TOP)JAMB.
FASTENER 2.EACH VERTICIL,RUB SEES A MAXIMUM DESIGN LOAD OF+243 LS t-279 IS.PER LINEAR
TYPEFOOT of JAMB.
3.ALL JAMB FASTENERS MAY BE(BUT ARE NOT REO(AtED TO BE)COUNTERSUNK TO PROvtpE A (2) 12 C0. GALV, STEEL TOP
FLUSH MOUNTING SURFACE. 2T C0. WN, STEEL GALV ROLLER BRACKET. EACH
4.A 1/3 STRESS INCREASE FOR WIND LOAD WAS tlflT USED IN THE CALCULATION OF ALLOWABLE EXTERIOR27 SKIN WITH BAKED-OM BRACKET ATTACHED W/(4}
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY, PRIMER SK AND A BAKED-ON BR#14.5/8'BRACKET
SHEET METAL
Max.O.C. POLYESTER PAINTED TOP COAT. SCREWS,
M4TP:2x6 WOOD,LAMBS ARE NOT REOUI
NED WITH CONTINUOUS ANGLE mom TRACK.HOWEVER. MIN. YIELD 29.6 KSI � TONGUE AND GROOVE JOINTS.
W DESIREO ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS.APPROVED FASTENERS AS
�'
DBELOW SHOULD BeINCREASED IN LII BY t-,/2'AND INSTALLED DIRECTLY 4"
ETMIED .�:� 14 GA. GALV. STEEL ROLLER
C THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK W MINCE. EACH FASTENED TO END
2x6 VERTICAL JAMB WALLS.ANCHORS CAN (B(tf ARE HNO7 RCOVRSD TO GOIRNIERSUNK 70 PR04gE A FtI/5H _ 4 TALL TAPER STRUT. STILES W/(4) 014x5/8" SMELT C
REINFORCED MOUNIM BLOCK WALL LOOR�3.000 PSIS MN.CONCRETE COLUMN OR STETRACK CAN BE ANCHORED LE JAMBY 10 S 4-I/4 0.057" MIN• GALV. STEEL. w METAL SCREWS AND (2) 1/4"X3/4"
L 50 KSI MIN. `I SELF TAPPING SCREWS
�LYI W "
1 S r 3 TALL U-BAR. "`ONE 4"7-STRUT PER SECTION SEE
20 GA. MIN. CAIN. STEEL,
SO KSI MIN. VIEW "D7. EACH T-STRUT ATTACHED
2x6 JAMB TO SUPPORTING STRUCTUREATTACHMEN AT EACH HINGE LOCATION WRAP (2)
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS) 1/4"x3/4"SELF TAPPING SCREWS.
MAXIMUM
ON-CENTER 27 CA. STEEL GALV INTERIOR SKIN
DISTANCE STEEL WITH A BAKED-ON PRIMER AND A
BUILDING TYPE 'EASTENER TYPE BETWEEN K WASHERS BAKED-ON POLYESTER PAINTED
REQUIRED TOP COAT.
B
HOLLOW LIR/BLOCK VALE 1/4'x 1-1/4'MIK ENDED ULTRACON CONCRETE ANCHOR 6 3/4' 1'D.D. pp
GMT-FILLED CHU BLOCK 1/4'x 1-3/4•KIK ENDED ULTRACAN CONCRETE ANCHOR it 1/4' 1•QQ ONE 3" U-BAR ON THE BOTTOM OF THE U
21100 PS[KIM CONCRETE 1/4'x 1-3/4•ISIK EMBEII UI,tRACa4 CONCRETE ANCf4 - BOTTOM SECTION (SEE VIEW "I EACH
23 3/4' 1.O.D. �I U-BAR ATTACHED AT EACH HINGE LOCATION
2000 PSI MIN CONCRETE 1/4'x 1-3/4•HIM ENDED TAPCON CONCRETE ANCHOR 21 3/4• 1•QD. N WITH (2) 1/4'x3/4"SELF TAPPING SCREWS.
2000 PSI MIK CONCRETE 3/B•X 1-3/4'MDA CMBED WEJ-17 AMOR TITE SLEEVE AN(•INOR 20 1/2• INCLUDED
4000 PSI KN.CONCRETE 3/B'%I-3/4'NIK ENDED V/CJ-17 MI(R 117E SLEEVE AMCFpR 24• INCLUDED ATTACHE-WI13 TH x 4 QALY. STEEL BOTTOM 9RACKET.
( ) /14x5/8" SHEET METAL SCREWS,
WOOD FRANC(SYP 0.55 SW V2'x 3'LAG SCREW(ASTM A307•GRADE A)t-5/9•EMBED INTO STRUCTILUE 22 U4' }'0.9.
14GA STEEL(DNA'MR) 1/4'-14 x I'ITV BUILIEX TEKS SELF-DRILLING FASTENER 9 1/4' 1.0,p, ALUMINUM EXTRUSION VINYL WEATHERSTRIP.
12GA STEEL(0.105'KIN) 1/4•-14 x 1'ITV BUILDCX TEKS SELF-DRILLING FASTENER 16 1/2' 1'OQ SECTION A—A (SIDE VIFW)
i/B'STEEL 114-14 x V ITV B UI TEKS SELF-DRILLING FASTENER 19 i/2' I'0.0.
• FIRST(BOTTOM)MCI"WATNG AT 140 MORE THAN HALF OF THE MA%NRMi ON-CENTER DISTANCE.HKiEST ANCHOR NSIALLEO
HE OR
AT LEAST AS HIGH AS TDOOPOSND.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS, ACTURING PRODUCT CGDE
�,•`•
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE:2-1/2'.EXMUD94G STUCCO THICKNESS.ExCEPTON FOR DSIUA-IF477
A TAPCON--M WJM EDGE DNSIANCE FOR TAPCON FASTENER IS 1-1/4',EXCLUDING STuCCDfta NEIc.• • • • • • ••DESIGN LOADS: +54.0 PSF & —62.0 PSI PART NO.: N/A
<�, • • •• • • • • • IAAYx sw"OlMrxhe /� p�r�
( N = •i�MK • •• • • • • ••• • TOLERANCES x.. Wd 8r T4 vMa EIAD RATING. A
PlaBlli
/•t*'r• • 2< = c.. ((I ..• ..: •.: •.• : : ..• .0>e *.03t Pw•xU Fa Na 5,3-TM-4653 8 D P 5 4
oo- *Lots
r` p r. .-• iT .BAH Z �x i 00S
DESCRIPTION:MODERN STEEL 2"IN1Ell)CORE +54/-62 PSF TO 9`2'W
DEST2J'CN E,k°R:'�, : ooa0" *.001 DRAWN BY: SH DATE: 12/2015 SCALE: NTS ]DING.
MARKW�OE RF D, P.C.". CHECKED BY: MWW GATE: 6/15/16 SHEET 3 OF a SIZE
F RI ,}��1�`E'NO:• • •s• ••• 000
••• • $1°� y�.DWG. NO.: i OS024 VER:M-D
•
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... . . • • 0:0•• . .
. . . • . . . • . •
00
... • • 0 ••• 0 0
4 3 2
BRAND MODERN STEEL COMMERCIAL DOORS sHEcn REVISIONS 1
E7208
SH GROOVED FLUSH GROOVED 4 OF 4 REV. N0, ZONE: DATE: ECN N0. AP PVD —"
DESCRIPTION
jCLAYDPCC2 9209, HBPCR2 3728 3729 Ot - - - SEE REIRSION r.6TORY ON SHEET ONE.
ES 7209 -- C7R20
O 2"TRACK CONFIGURATION eg ,IAMB CONFIGURATION AMLE MOUNT JAMB
PPORTB TRACK
00 D
) S UP TO 8LBS. SUPPORT DOOR DOORS UP TO 800 BS. 2.6 SYP.TA118 K PRESENT:
7811E DOUBLE TRACK DOOR COUNTERBALANCE
INSTALLER(10 SIIF0 EM DOOR BRACKET MOUNT JAMB CONFI.0 ATION SEE.LAMB NOTES ON SHEET 2).
HEADROOM.HR-UFT TRACK. -_ HEIGHT -L" OPTION&V DOOR OVERLAP(EACH SDE) VERTICAL TRACK TO BE
FOLLOW- -RODE ••--- - 2.6 SYP 7H000 JAMB, OPTIONAL STOP MOULDING ,w._.,,.:....
CONTINUOUS Olt REVERSE ANGLE..
TRACK,AND VERTICAL LRT 13 CA GALV.STEEL FLAG BRACKET ATTACKED TO T'- 2.6REQSYP
FOR BRACKET B'INSTALLER(TO SUIT). .'S;, . 1-3/4"%2-i/4"X 12 GA
TRACK ARE AViW.tOtE AMB WITH(3)5/16'X 1/4-R LAG SCREWS 7_ MOUNT 18 a GALV.3"WIDE STEEL SINGLE EHD SRW.E : y:: CLIPS WALL ATOfLACFffD TGA,TRACK
O WALL ANGLE
TWA CONNKAIRATON AND 70 TRAGIC MIRN(2) t/4`RIVETS. FASTENED WITH(1)(8 X 1/2`WAFER SCREW. .•.�'-' .+�..:. WITH TWO 1/4-RIVETS PER CLIP.
ABOVE THE DOOR QPENIlIC SUBSEOIRNT TRACK BRACKETS 004 24" - TRACK CLIPS ARE ATTACHED TO
DOES NOT AFFECT THE i CENTERS. AS REOLARED:SPACING NKA 70 - 2-1/2'X 12 CA CALV.STEEL TRACK WITH EITHER TWO 1/4'
WIND LOAD RATING. EXCEED 30•D.C.FROM TOP TRACK - TRACK BRACKETS FASTENED TO /4-BOLT AND
g BRACKET NO FIM,BRACKET. _ WOOD JIu ss WITH 5/6`X MR. ONE 5/16 X 1-5/8"CAC
g 62"14' 2`GALV. STEEL TRACK, 1-5
/8-LAC SCREWS NOT To EXCEED -CMCC,T To _7/76` UT ROUND 14 CA.GALV.STEEL CENFER LO REW AT EACH;RACK L CLIP
PUSH lR/T FASTENER. LOCATION.ALSO TWO LAG
A "TRACK TlYCKF 55:0.060`. - HNGE FASTENED 10 SECTION SCREWS LOCATED ABOVE
W/(4)EACH/14.5/8`SHEET
VERTICAL/HORIZONTAL TRACK
A�/N•r1i METAL SCREWS. .ONKTKIN.
!{ee+LN a ��� 1• i 2•GALV.STEEL TRACK FASTENED TO 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4)EACH 114.5/8`
TYP.2-1/2"X 12 CA CMV. t - 12 GA CN.V STEEL TRACK BRACKETS SHEET METAL SCREWS AND(4) 1/4-SELF TAPPING SCREWS PER ENO HINGE.
3 36•]2• STEEL TRACK BRACCETS OR _ WITH ETHER(2) 1/4`OVA RIVETS OR
TRACK CLIPS,ATTACHED TO JAMA (i) 1/4"X 5/8`BOLT!MIT PER 2.OK.1-1 (/ ). C
WtTiR(t)5/I6"% t-5/8`LAG I TRACK BRACKET. 2' IA.. -1"LONG STEM(7/16"DTA SHAFT 10 BALL STEEL ROLLER WITH STEEL
SCREW PER TRACK BRACKET OR
■F TRACK CUP. SECTION C-C
10" -
3-1/2` - PREPARATION OF JAMB�BY OTHERS
LHR BRACKET(2-1/2".5-3/4-. 12")
ATTACHD WITH(2) 1/4".3/4-SELF TAPPING
SCREWS.
J"T -K -KVJFIN=I IRATtnu
DOORS BOO LBS OAR JAJM CONFIGURATION pOLAbF TRACK
CENTER HMNC REOURRED FOR DOORS 800 LOS.AND DYER.
842E DOUBLE TRACK DOORS OVER 8'HIGH.
HEADROOM.HI—LST TRRM.'K, (AVNL FOR BOTH 2'AND 3"TRACK)
FOLLOW—TIME— ROOF BLE HORIZONTAL
TRACK.AND VERTICAL UFT i'DOOR OVERLAP(EACH SDE) TRACK.
G..G IL
� AVMA$E
(� S.
TRACK CONFIGURATION rk.,
-CALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2.6 SYP MALS OF PRESENT: OPTIONAL STOP MOULDING BY DOOR INSTALLER(TO SUR), p
ABOVE THE DOOR OPENINGT H�KN[S5:O.tOt".AFGLE THICKNESS:O.00". SEE J4M8 NOTES ON 5l1EET 3). t8 CA GN.V.S"WIDE STEEL SINGLE END STILE B
DOES NOT AFFECF THE 1N.ANGLE DIMENSIONS 3-1/4-x 2-7/6'. St�PORT BY IOOQR FASTENED ihTH 1 /2-WAFER SCREW.
WI.o Lao RAnNO ()tax ,
ERIX.K/IOMZONTAL TRACK WSTALLER(TO SIM).
RNCT1Ol1.TWO 7/4• Lis 3-1/4`.2-7/8"MN:.0.080"TAPERED
DOOR S? NITS FOR EACH TRACK. ANGLE SEE LAC BOLT MOUMING AT TRACK
HEIGHT LENGTH CONFGIRNTON BELOW. 14 CA GALV,STEEL CENTER HINGE
OD;SPACINGNTE 30'0t.BETWEEN TOP VERTICAL FASTENED TO SECTION W/(4)EACH
CK MOUNIING SLOT AND vERT,/Howz.TRACK JUNCTION 7/16-ID.ROUND ti4.5/8'SHEET METAL SCREWS.
PUSH NUT FASTENER
0.101'0 TA R CALM,STEEL TRACK EASED TO 14 GA GALV.STEEL ROLLER HINGE'S FASTENED TO END
` t F 70 TAPERED ANGLE.TRACK ATTACHED TO SIRES W/(4)EACH(14.5/8"SHEET METAL SCREWS
1 TAPERED ANq.E WiM Ott 1/4'x5/8'ALT!
ADDITIONAL MOUNTING SLOTS NUT AT EACH MOlI7TMKr SIDT. AND(4) t/4'SELF TAPPING SCREWS PER END HINGE.
,. SPACED AT 24'CENTERS.
•• J'Dbl.5-1/2"LONG STEP (7/16"DIA.SHAFT)BAIL BEARING STEEL ROLLER.
.At(1` u. cTrTla1 C-C ACIURING PR13DLICT CODE
• • • • • • PARATIOH OF.IAMBS eY OTHERS DSIUA-IF477
A V JK c $"TRACK BOLT AND NUT AT EACH
; . .• ; ; ; DESIGN LOADS: +54.0 PSF & —62.0 PSF PART NO.: N/A Q
_ MOUNTING SLOT LOCATION. • ••• • �� �� 8585 oaks Be,A.,ore VINDLOAD RATING
4,b f• • • • • • • • TOLERANCES,,. p Mm/n,OH aSDw USA
�wANW 8 DPS 4
•• •• •• • • • •• .0= 3.031 ihdNCW fta Na 513-770-a8S3
IO- ONE Via' THE TII WG BOLTSCRES
(SPACED AT to S34%AME ,DO= ;LOTS DESCRIPTION;MODERN STEEL 2"RNTELUCORE +54/-62 PSF TO 4'2`W
C` / r� ^?j y. ESTANCES AS Tiff TRACK BCLTS QE.3-1/2 10',34'.S8". LAAO= 1.005
DESKE rIN ER.,, 3-I/2• ETC.). TWO LAC SCREWS ALSO LOCATED ABOVE ,DDDD= k.00t DRAWN BY: SH DATE: 12 2015 DWG.
NH VERTWAL./fOR1ZONTAL TRACK JUNCTION. ... .. / SCARE: NTS
W�'ERf'LD,tJ?.E: r'.+ - - agreeF= m1/2' CHECKED BY: NnYw DATE:6/15/16 SHEET 4 OF 4 SIZE
• •.• ••• ••• ••• •f Sm.J(xnw.;se
' N 4 • • • • . • o0¢.aDNs AAE AR XNCNtcs.DWG. NO.: 105024 VER: M-D
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z A R. a zo r,v, zln OmC j c A W C N 7.5'
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m N p � Ac0 ;u » I 0.0', 9a s BRICK WALK a ,,,��6� I N
z < Z iH2 22 �_ �!, 25.1' rr yb.
N - ; lom nm O m 0
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