WS-14-1620Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217644 Permit Number: WS -7-14-1620
Scheduled Inspection Date: August 13, 2014 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: MORILLO, FRANCISCO $ TRISHA Work Classification: Garage Door
Job Address: 9826 NW 1 Avenue
Miami Shores, FL Phone Number (305)252-1772
Parcel Number 1131010240060
Project: <NONE>
Contractor: A SUPER GARAGE DOORS, INC Phone: 305/252-1772
comments
REPLACE THE EXISTING GARAGE DOOR
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-217377. CREATED AS
REINSPECTION FOR INSP-216630. NO ACCESS NO ONE HOME
No access, no one home. Second time
Failed /
Correction S�2
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
August 12, 2014 For Inspections please call: (305)762-4949 Page 18 of 32
%-5'J�
Miami Shores Village
Building Department JUL 28 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 0
BUILDING ` �✓`� Master Permit No /ZVO
�®
PERMIT APPLICATION�J� Sub Permit No.
�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR
DRAWINGS
JOB ADDRESS: I S 2(o
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
OWNER: Name (Fee Simple Titleholders)
Address:�lXZ�p �jXj tSLZ Vb-- /-
City: AAM ��5 State: Zip: 3�c�
Construction Type: Flood Zone: BFE: FFE:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: 4� r( C-�
N
City: ` ter State: Zip:
Qualifier Name: 2— Phone#: P
State Certification or Registration #: Certificate of Competency #: i�J �!j®'o J �'
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit:
hone#:
City: State: gg��aa 6 Zip:
� j�/
Square/Linear Footage of Work: � `�
Type of Work: ❑ Addition /❑ Alteration ❑ New `Repair/Replace ❑ Demolition
Description of Work: J�1—r`'� �� /��n
Speclff t616r of color thru tile:
Submittal Fee $ . Permit Fee $ 1 0 �}� CCF $ CO/CC $
Scanningfee $ Radon. Fee $ DBPR $ Notary $_
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $,
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 persdn
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.
Signatu t Signature / 1
OWNER or AGENT NTRAC
CTO
The foregoing instrument was acknowledged before me this
day of )MAI 20 — by
Yic-�Ig1e r // d who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Seal::'GA, aoe� Notary Public State of Florida
Joanna M Feliciano
v� My Commission FF 082753
Norwoa Expires 0l/12/2018
APPROVED BY `& ? Iyb /1-1
(RevisedO2/24/2014)
The foregoing instrument was acknowledged before me this
J day of L 20 by
r % % ,%fl , who is personally known to
me or} ho has producedAL(W6 1� 4Z, as
identification and who did take an oath.
/
NOTAttY PUBLIC:
.-v
Print:. 6
Seal:
Plans Examiner
Structural Review
ARTURO AVILES
Notary Public - State of
Commission #G4
EE 219057
Zoning
Clerk
Miami -S
4
twilding
wTr
h ores Village
DOartment
potq N.I .Ind Avenue:
SFMies, flnrida 331$8
Tel: (305) 795 '.2204
Fax: (306) 756.8972
Notice to Owner — Workers'-Ompensation insurance Exemption
Florida Law requires Workers' Compensation m- surance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows Corporate officer in the construction industry to exempt themselves from this requirement for any construction project
prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
,An employer in the CQKWtructioti WdustLy who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compenmtiiOn coverage, Corporate
officers or members of a limited liability company (LLC) ill the canstruCtiorx industry may
elect to be exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or it, the can
of ata LLC-, a statement attesting to the minimum 10 percent ownership;
2, The officer is listed as an. officer of the corporation in the records of the Florida
Department of State, Di6sion of Co*rations; and
3. The eotporatiozr is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members
are allowed to be exempt. Construction .exemptions are valid for a period of two years or until
a voluntary revocation m fled or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. in these circumstances, Miami Shores 'Village
does not require verification of workers' compensation in3urajace coverage from the contractor's company. eref)re, you ma b -e
personally liable for a worker compensation iniuries of anKperson allowed to work udder this permit.. Please check with your
insurance carrier since most property insurance policies; DO NOT cover this type of liability,
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ 'PHIS Nt7TIC>J AND UNDERSTAND ITS
CONTENTS.
owin
Print
signature°"� � �
State of Florida) .cl
Couxty ofh iami-Dade )oo
Sworn to and su scribed bef6re. me this
day of
r/
By Zl cc
(Sl Ea)
1 r I C—tr—t r
Print Name:
Signage:
State of Florida )
County of Miami -Dade )
Sworn to and subscribed before me this
day of " , 20,
OLQALYSCOUKARRO ,
Notaty Public - SWEc of Fonda
MyCO(nm Epees :.an 3' ?Gfl
Commissron # EE 8703b6
D'2 -4C)
City of Hialeah
Business Tax Receipt
Mayor Carlos Hernandez
2013-14
651 E 7 ST
Validating No.: 0000 Expires September 30, 2014
nffS SNOTA AL
OVA"- --a- Umac.
,A 5000 GARAGE DOOk
196
o1-.=
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPENSATION LAW 0
EFFECTIVE: 03/28/2012 EXPIRATION DATE: 08/28/2014
PERSON CARLOS RUIZ
FEIN 28008287e
BUSINESS NAME ARID ADDRESS:
A SUPER GARAGE DOOR INC
651 E 7TH STREET
HIALEAH, FL 33010
SCOPE OF BUSINESS OR TRADE
1- GARAGE DOOR INSTALLATION
Tax. The
or
IMPORTANT
P Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
O elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation under this
D chapter.
Pursuant to Chapter 440.0502), F.S., Certificates of election to be
H exempt.. apply only within the scope of the business or trade listed on
E the notice of election to be exempt.
R
E Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt
and certificates of election to be exempt Mail be subject to revocation
if, at any time after the filing of the notice or the issuance of the
certificate, the person named on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
department shall revoke a certificate at any time for failure of the
person named on the certificate to meet the requirements of this
section.
QUESTIONS? (850) 413-1608
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WORST CASE DESIGN PRESSURE CHART clopays
RETROFIT GARAGE DOOR
146 MPH, EXPOSURE C BUILDING PRODUCTS
DADE CO.9 FLORIDA A Griffon Company
2007 FLORIDA BUILDING CODE (ASCE7)
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) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00)
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. NEON
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE
NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE =o
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 161x10' TO HAVE A LOWER DESIGN PRESSURE.
WORST CASE DESIGN PRESSURES
N
8'x8'
+40.9, -51.1
+41.4, -51.7
+41.9, -52.3
+42.4, -52.9
+42.8, -53.5
Fo
9'x7'
+41.0, -51.2
+41.4, -51.8
+41.9, -52.4
+42.4, -53.0
+42.9, -53.6
O
9'x8'
+40.6, -50.4
+41.0, -50.9
+41.5, -51.5
+42.0, -52.1
+42.5, -52.7
z
16'x7'
+39.2, -47.7
+39.7, -48.2
+40.1, -48.8
+40.6, -49.4
+41.1, -49.9
a
16'x8'
+38.8, -46.9
+39.3, -47.4
+39.7, -48.0
+40.2, -48.5
+40.6, -49.1
ol
18'x7'
+38.9, -47.0
+39.3, -47.5
+39.8, -48.1
+40.2, -48.6
+40.7, -49.2
a16'x8'
18'x8'
+38.5. -46.2
+38.9. -46.7
+39.4, -47.3
+39.8. -47.8
+40.3, -48.3
WORST CASE DESIGN PRESSURES
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOW INg j3RANDS: CJLOPAYf EAL9 AND HOLMES.
W
Ha i
DUKE
B
MASON; OHI
(513) 770-48
FLORIDA P.E.
1/7/2011
File: DADE C
i0mi shores Village
o :E -ROVED BY DATE
AUG DEPT
riwa��ITi�r�QR�FC1L FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
.7
+42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL
42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL 0 2014
Ml
L1
LG
GJ
L'F
L7
8'x7'
+44.1, -55.4
+44.5, -55.9
+44.9, -56.4
+45.3, -56.9
+45.7, -57.4
w
N
8'x8'
+43.7, -54.6
+44.1, -55.0
+44.5, -55.5
+44.9, -56.0
+45.2, -56.5
Fn
9'x7'
+43.8, -54.7
+44.1, -55.1
+44.5, -55.6
+44.9, -56.1
+45.3, -56.6
0
9'x8'
+43.3, -53.8
+43.7, -54.3
+44.1,-54.7
+44.5,-55.2
+44.8,-55.7
z
16'x7'
+41.9, -50.9
+42.3, -51.4
+42.6, -51.8
+43.0, -52.3
+43.4,:52.7
a16'x8'
+41.5, -50.1
+41.8, -50.5
+42.2, -51.0
+42.6, -51.4
+42.9, -51.8
18'x7'
-.20O
+41 5
+41.9, -50.6
+42.2, -51.1
+42.6, -51.5
+43.0, -51.9
18'x8'
+4117-49.3
+41.4, -49.8
+41.8, -50.2
+42.2, -50.6
+42.5; -51.1
THIS CALCULATION SHEET IS ONLY VALID FOR THE
FOLLOW INg j3RANDS: CJLOPAYf EAL9 AND HOLMES.
W
Ha i
DUKE
B
MASON; OHI
(513) 770-48
FLORIDA P.E.
1/7/2011
File: DADE C
i0mi shores Village
o :E -ROVED BY DATE
AUG DEPT
riwa��ITi�r�QR�FC1L FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
.7
+42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL
42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL 0 2014
Ml
.7
+42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL
42.9,-
+41.5,-
+41.1,-
+41.1,-
+40.7,-
JUL 0 2014
Ml
I W -U -BADE COUNTY
PRODUCT CONTROL SECTION
11805 SSV 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
NO'T'ICE OF ACCEPTANCE (NOA) www.miamidade. o� v/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: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide iv/
Optional Impact Resistant Lites (DP +42.0, -48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant
Lites", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 1400 West Market Sheet, Troy, OH 45373,
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 the statement reading
'Miami -Dade 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 lias 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.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official,
This NOA renews NOA # 12-0125.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 13-0625.06
Expiration Date: August 21, 2013
Approval Date: August 15, 2013
f�c� � alizo 1.7 Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 08-0618.03"
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 2411 3.2.1, TAS 202-94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 08-0618.03"
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated
06/13/2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
*A16101
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Date: August 21, 2018
Approval Date: August 15, 2013
E-1
Clonay Building Products Comnany
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E.
2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T634, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E.
4. Test report on Self -Ignition Temperature per ASTM D 1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC
Laboratories, Test Report No. ETC -06-1024-17496.0, dated 05/26/2006, signed by
Joseph L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and
sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton, F.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Irate: August 21, 2018
E-2 Approval Date: August 15, 2013
4
CLOPAY MODELS 84A, 94, 98, H94
IDEAL MODELS: 4RST, H4ST, 4F
HOLMES MODELS: 48 i
gX�
S
3
END SIRES ATTACHED TO DOOR SKIN VAIN PATE YED TOG -L -LOC SYSIEIL EO STUES
WWE (2) TOO -L -LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE:
• 21' SECTIONS MVE (8) roc -L -LOC CLINCHES:®
8' SECLOYS WINE (4) TOG -L -LOC LUNCHES.
ATTACHED WITH TOG -L -LDC ((2) AT TOP & 81FITOM)
O URETHANE ADHESIVE (ALONG GERBER).
MEROW a< NPACt-avoss wr aw" w EO6B
Prot M(y5.0-)HORSffi RE. -TO -VE -TOP
a a a SING IS O MON LLCM SLz24321.
AN APBPaRORED = PLASM w ACCORDANCE Mw
wwcz R -e — /BSEMO.Y DETRIM
NIERME0. HRm£
SEE END HNGE MAN.
SECTION 8—B
I wTAIL •°•
OEIAB.._D. � %� �4wn
(1) INTERMEDUTE SME BETWEEN EACH EMBOSS.MUPUR
tUPACT REWANT -'-
OSE -PETE XUECRON,
MOLDED GE LEXAN
SLXC432T FRONT
FRAME & GLAZING.
P0.YSOrS a 8CTANCA
FASTENED TO FRAME RUN
(10 1.8
;AP P HEAD
TABLE 1
NLSYNAFIR REAR NUMBER
DOOR KE09 OF
C eaa 4e xQaorwaAv TEXTURE. RASE° PARE- GVV. INTERSIDLES SECTIONS'
M 15'OpOGwAw FLUSHI P K WIE0. S14E9 8 T 1
LO(7LiON OF '�A I - R .
°P�N°L Y�'AX, coos qmM a Y•-0-� SECTION A—A 1 TDI o i
• 1racN � PAIN u• w ,.• w,
2
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CENTER NANG aEGWQD FOR LHR TDP BRACKET
oGlws aRER e• WIN. ITTaK ImwzoNra.
G siauGluRAL
. VTH (3) 3,W ATTAMCD TO RAG BRACKET
1xrH (1) 3/e'.3/e- fAR.WAGE ear.
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t xa°oIARm xRR AhI)TAOs/E1Is.T1O-1/2' xoToMo. uIESCIf.oYwI
is.
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8- lU 11
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2' CN.Y. STEEL TRACK• - 3-1 2 fo
,L• TRACK THICKNESS: Daw. 1 - TO
1 1
1
iI4 � NTP. 2-1/2'.12 W WLY.
sFEn laAa HraAaEr.
"3 PREPARATION OF JAMBS BY OTHERS
T-1 BOIEN 7HE TRERESSSP'IN791V281LTiT' OF THE SUPPORTING StKOVIDIi ELEMENTS SHALL
•X2',I- BE OF INC PRDFESS%X.L OF RECORD FOR THE
COR AND N ALCE MM WRREHT Bu1tMNc
•xi. CONS FOR THE LOAM LUED ON THIS OWING.
7-)/2' 7-I/2' WEaN1Tp1yktv4thft Florida
Immins CNO&
°
INSIDE ELEVATION 24 Da (°.m3° YIN Mme) oDs STEEL
(1mL TELn ss7 KSI) EXTEPoDN SIGN WITH -j
I- 2' i'G`K
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
�2� Crop) ,j
SECT R. EX U -BARS PER
SECTL�L EXCEPT 7HRO
SNAP HATCH L IMAM
OR10 VEIFICN, TRACK
0-40 OALVANOM BAKEO-ON PITHIER
PAWED
i� pgHR
SECT= WHICH PAS ONLY
7,W. By
Mlamf l PM4AHCf CQAmdI
NO
1.. AL THE LOAD FROM THE DOOR S TRANSFERRED ro THE TRICK NO THEN FROM 111E TRACK TO THE 2+8
ATTACHED ONE R.WITE EACH
U SELF
TAPPING SCREWS. (z)
JAMB CONFIGURATION
STOP YQRDWO BY DOOR
ONE SNM UT01 UY EA01''--77 END
xlYw / E
5 -/'7
STEEL MM (ASM Na A653X
3UADINc TYPE
FASTENER TYPE
VERMAL SW (GRADE 12 OR BETTER) JAMBS NO LOAD FAVIA NNE 0008 IS TRANSFERRED ro THE
ALL A IS F (TOP)EN •IDUs.
2. ALL JAVB FASTENERS WT 8E (BUT ARE NOT REWwEO m BE) COUNIERSUKK TO PROVtOE A RUA1
WASHERS
REgLNEE
13 W OY.V. STEEL BOTTOM
(}i/2- X 5-I/27
OR 1/4' x 3' (1-1/4' EMBED) FDY TAPCON CONCRETE ANCHOR (2-1/2' NON. EDGE DISTANCE)
INTER SIVE S E
BAH
OUTSmE CNmE
SURE B0.T LOCK
END ENGAGES INTO
SOLE
PA INTI. CONLCRf7E 1 4 a 4 1- 4 EMBEO RW APCNL E ANCHOR 2-1 YN.
I : 4 -1 0 SI sT/RVNG-rE -Au WE NtH. to ENSt-I
12 W O,V. STEEL IOP
S. AA 1/33 31(✓f54 FOR WIND LOAD WAS = USED W THE CALCULAGQN OF ALLOMIKE LOADS FOR
ANMGRS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY.
PPECRER
i x 4 1 -MEED IAC ASM 01ST
24
HAXOM
VERICN. 1RACK
ONE LOCK ON
N x 4 2-1 EMBED WFJ-R ANCHOR 2-1 GIST
BRACKET 'J�
11)Et
KCYF,U SME LOAN BAR
EACH SME OF
�R2O�LL�ER
EAcx�- x 5-3j2l6,.
WOOD FRAME BUILDINGS
IUWME N9RE it ml S W
�R.
W/(4) /I4:d/B- SHEET
STUD WALLS OF DOOR CPOmO SHALL BE FRAMED SOW BY NOT LESS TOW (3) 2.8 PRESSURE 7RU1ED SYP YAK O
TRACK
dnsmF YlT'FR IQ(B rHnemr KMH IDEK EACH g6E
SNAP LUCH LOFX dRtM LOCK RAR 1OCKING OF DOOR.
N"s"" A'IO �T
LOCK OPTION
ALLY, SINEYS.
(GRADE /2 OR BEAM) WOM STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSN NOURIAL EXTREME FIBER
STRESS N BEN= a)• STUD WALLS TO BE COHTNOWS FROM FOOTING TO TE MUM
B
,4 W STEEL
BLOCK WALL OR CONCRETE
C,v
am
WALL OR
zU) STP (GRADE f, LO SERER) S JY48 SH,FI RE ANCHORED S GROUT REINFORCED VAIN CI
WALL CELLS SIVILBE WTPAt fpS REINFORCED FRIM R RLC
COLU03EUMM
2.8 YEABCAL JAYS
``
1 a 1455/8' SHEEN YET,
2-3/ }{� 2-)/aIWILT
94P IAP .m8Y15.
FASTENEDHim
TO ENO
SAES W 4) fla.s/8•
SHEET, usEuMRESIGNED
BEAUSILLED,
BUTSCONCRETE
B THE FOOTING AND INTO %M . BE HE TIE
M TO FOOTWO PER ®DC wa, OR iE TIE co Yat. BLOCK W�ALLs BE CONTINUOUS
t�UUN To BE
BY DIE BWLOM ENGINEER OR ARCHECT OF RECORDPRODUCTRENEWED
TAPPING SCREWS.
7-)/2' 7-I/2' WEaN1Tp1yktv4thft Florida
Immins CNO&
°
P1PO2x6 JAMBm3EoRnSUM
2-1/4- TALL . 20 W G4}V.
STEEL (YIN. WELD 8D NSn;
NO - OG
RX+CWB
SECT R. EX U -BARS PER
SECTL�L EXCEPT 7HRO
.
1853
SECT= WHICH PAS ONLY
7,W. By
Mlamf l PM4AHCf CQAmdI
/NNIW •
ATTACHED ONE R.WITE EACH
U SELF
TAPPING SCREWS. (z)
JAMB CONFIGURATION
STOP YQRDWO BY DOOR
SCREWS AT EACH END Aum
INIERYED. SME LOCATION.
NSTALLER (TO STAY)
3UADINc TYPE
FASTENER TYPE
20 W 1020. C,V..STEE. I STILE. 2-5/8•F2'.
20 W YON. CNV STEEL WIEPAL STRE 2Nd'
WASHERS
REgLNEE
13 W OY.V. STEEL BOTTOM
(}i/2- X 5-I/27
ATTACHED/'IRS/8• (O t
12 W E.N.V. STEEL YR,% - " SHEET YErAt SIGNER • llr N ?D�LSfA LEFO Ai 11� WAS iYAS�E Tii4N HALF 08.Ct
BRACKET FASTENED TO WOW LEAST MC `R 1 L
0.8 MLN ow S/,a'.1-1/2 ALUYNW EXIRU9@N & YRRL YiATNERSTRP. EXTRUSION` 1 L WOOD TAG SCREV PER BRAMET. ATTACHED FNH 18Y1/2' SELF Upm SCREWS AT 18'ON SCOTT ,,66,,
,a W MV. $IEA INNER IRR[J: iASrE2Q W FINER CENTER SPA.CINQ ((8) SCREWS ON 9W DOOR) /( C.
2' G,V. STEEL TRACK FASTENED STRE NAI) EACH 11444 SIM 1R3µ SEERS. TOLERANCES •00 � NOS 'i epS,.�yT,�
TBRASKEHT"ATT� MIM T/1aEACH- Hpwa PINRRR L4 RB,LID ON EAW ROl1ER SHIFT. ® VNen SloM4 olAv.isa .O� n t.grs : V\ N"'
1/4,4/87 �T & NUr gg TWO u M W.V STEEL. E D TITLE FASIENED m ENO SIDES NA.) FAM ® � � .0000 o 1.007 PATE,
�/4- mss. F1 -W SHEET MET, SCRftlS & (4) 1/4' SEF TAPPAQ sC12WS. OR4YGes v *r/z N
THLS PRODUCT CONFORMS TO i CLOPAY BUILD)NC PRODUCTS = . TRtAVN B,•.
THE REQUORWENT5 OF THE 2007 V t0 GALL STEEL HOLLER (,-3J,6-+7/NEAR'} Building Products 8565 DUKE BLVD.
AHD 70tg TBC• WON STEEL OR Hit=
MASON. OHIO 45040 3 41CCIE � -
ComDCinY (S13 770-4800 sH
4
0
3
0
r�
V
LAN
BER DISTANCE.
GN LOADS: +42.0 PSF & —48.0 PSF. A
I OF I I 9VIN x 12VH
SCR(Pi1GW SWG1.E CAR W7 PAN DOOR
VRTH U(PACT RESISTANT UTES
B �"o,o 0
1
P1PO2x6 JAMBm3EoRnSUM
/NNIW •
DIV CENTER
DISTANCE
$TEEN
3UADINc TYPE
FASTENER TYPE
FE WEEN
IENIAS
WASHERS
REgLNEE
-90 BLOCK
OR 1/4' x 3' (1-1/4' EMBED) FDY TAPCON CONCRETE ANCHOR (2-1/2' NON. EDGE DISTANCE)
to- 1/2'
t' O.D.
PA INTI. CONLCRf7E 1 4 a 4 1- 4 EMBEO RW APCNL E ANCHOR 2-1 YN.
I : 4 -1 0 SI sT/RVNG-rE -Au WE NtH. to ENSt-I
24
I O.
iNq.WEE
OOD FRAME
i x 4 1 -MEED IAC ASM 01ST
24
P51 YIN.
N x 4 2-1 EMBED WFJ-R ANCHOR 2-1 GIST
4
11)Et
ATTACHED/'IRS/8• (O t
12 W E.N.V. STEEL YR,% - " SHEET YErAt SIGNER • llr N ?D�LSfA LEFO Ai 11� WAS iYAS�E Tii4N HALF 08.Ct
BRACKET FASTENED TO WOW LEAST MC `R 1 L
0.8 MLN ow S/,a'.1-1/2 ALUYNW EXIRU9@N & YRRL YiATNERSTRP. EXTRUSION` 1 L WOOD TAG SCREV PER BRAMET. ATTACHED FNH 18Y1/2' SELF Upm SCREWS AT 18'ON SCOTT ,,66,,
,a W MV. $IEA INNER IRR[J: iASrE2Q W FINER CENTER SPA.CINQ ((8) SCREWS ON 9W DOOR) /( C.
2' G,V. STEEL TRACK FASTENED STRE NAI) EACH 11444 SIM 1R3µ SEERS. TOLERANCES •00 � NOS 'i epS,.�yT,�
TBRASKEHT"ATT� MIM T/1aEACH- Hpwa PINRRR L4 RB,LID ON EAW ROl1ER SHIFT. ® VNen SloM4 olAv.isa .O� n t.grs : V\ N"'
1/4,4/87 �T & NUr gg TWO u M W.V STEEL. E D TITLE FASIENED m ENO SIDES NA.) FAM ® � � .0000 o 1.007 PATE,
�/4- mss. F1 -W SHEET MET, SCRftlS & (4) 1/4' SEF TAPPAQ sC12WS. OR4YGes v *r/z N
THLS PRODUCT CONFORMS TO i CLOPAY BUILD)NC PRODUCTS = . TRtAVN B,•.
THE REQUORWENT5 OF THE 2007 V t0 GALL STEEL HOLLER (,-3J,6-+7/NEAR'} Building Products 8565 DUKE BLVD.
AHD 70tg TBC• WON STEEL OR Hit=
MASON. OHIO 45040 3 41CCIE � -
ComDCinY (S13 770-4800 sH
4
0
3
0
r�
V
LAN
BER DISTANCE.
GN LOADS: +42.0 PSF & —48.0 PSF. A
I OF I I 9VIN x 12VH
SCR(Pi1GW SWG1.E CAR W7 PAN DOOR
VRTH U(PACT RESISTANT UTES
B �"o,o 0
1