PL-17-928 Permit NO. PL-4-17-928
y� Miami Shores VillagePermit Type: Plumbing-Residential
I3_ , b10050 N.E.2nd Avenue NE � i
Work Classification:Addition/Alteration
Miami Shores, FL 33138-0000
`
Permit Status:APPROVED
* Phone: (305)795-2204
FlOFt to
Issue Date:4/19/2017 Expiration: 10/16/2017
Project Address Parcel Number Applicant
349 NE 99 Street 1132060135510
Miami Shores, FL 33138- Block: Lot: J HENRY VIDAL
Owner Information Address Phone Cell
J HENRY VIDAL 349 NE 99 Street
MIAMI SHORES FL 33138-2436
Contractor(s) Phone Cell Phone Valuation: $ 750.00
EDWARD ROJAS PLUMBING CORP (305)944-6788
Total Scl Feet: 0
Type of Work: INSTALL 3 FIXTURES BATHROOM REVERT Available Inspections:
Type of Piping: Inspection Type:
Additional Info:INSTALL 3 FIXTURES BATHROOM REVERT Top Out
Bond Return
Final
Classification:Residential Scanning: 1 Review Plumbing
Underground
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
Invoice# PL-4-17-63571
DBPR Fee $2.25
DCA Fee $2.25 04/19/2017 Credit Card $ 109.10 $50.00
Education Surcharge $0.20 04/05/2017 Credit Card $50.00 $0.00
Permit Fee $150.00
Scanning Fee $3.00
Technology Fee $0.80
Total: $159.10
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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction andz 9i . Futhermor , 1`auth rize the above-named contractor to do the work stated.
AAA A 10 April 19, 2017
Auth z Signa e: wner / Applicant / Contractor / Agent Date
Buildi g Department Copy
April 19, 2017 1
Miami Shores Village
Building Department _ AP 5 2017
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 '
Tel:(305)795-2204 Fax:(305)756-8972 IBY'----
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201 st-h
BUILDING Master Permit No. PC I(o -5�c)9
PERMIT APPLICATION Sub Permit No. PL 17 — I28
F-IBUILDING F-] ELECTRIC ❑ ROOFING ❑ REVISION F-1 EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
a G� y,tJ 1 CJ CONTRACTOR DRAWINGS
JOB ADDRESS: S "t ! 1
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Phone#:
Address:
City: State: Zip:
Tenant/Lessee Name: Phone#:
Email:
0
CONTRACTOR:Company Name: neM 7F6,, y&,
Address: 2 X01 & �� S/
City: J �/ State: F/A l Zip: 3-8)61
Qualifier Name: t7 Phone#:
State Certification or Registration#: �L, (���> � �j Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition Alteration ❑ New //❑ Repair/Replace ❑ Demolition
Description of Work: 7— $ "8 U (Tv e-P 04 070
Specify color of color thru tile:
i
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
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)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
,&
OWNE rAGENT Jo-
NTRA OR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
5 - day of Avy-1 f 120 I by �� day of � 20 by
who is personally known to _dQA GkVd r Ck5 ,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:
Sign: iSNVy<'� �C �rMM" Sign: NMS
Print: Print: RAV_Y-'(
.11
Seal: " %3;?,; ANA PARRILLA Seal: ;CSPµ Pbe(i ANA PARRILLA
Notary Public-State of Florida =of
Notary Public-State of Florida
My Comm.Expires Apr 21,2017 My Comm. Expires Apr 21,2017
OF F Commission#EE 867787 °
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revisedo2/24/2014)
`SgaeEs Get
t
gigs Miami shores Village
Building Department
ACR'IDA 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
'fe1l:-C3Q5 L795.2204
Fax: (305)756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers 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 construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if-
1.
f1. The officer owns at least 10 percent of the stock of the corporation,or in the case of
an 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,Division of Corporations;and
3. The corporation 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 is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to..work on your project.In these circumstances,Miami Shores Village does not require verification of
workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
JL,4-k - /
Signature:
caner
State of Flori ea
County of Miami-Dade
The foregoing was acknowledge before me this 5y
i I% �N
day of ,20 (—1 . LL N
By, 1hYlr1 Von S (',�i��jdal who is personally known to me or has produced o co 2
Cn$
Y'1V'e �l C`er1S'eidentification. }0 a FE
�xm
W a
0 0
Notary: m
'��:�••va•. YANADYPR!ETO ;y: •do;
SEAL. ,Y COMMISSION#FF 214031
",r• 4: F: March 25,2019
�hr:;:4-,;.±.ry Public Underwriters
aava.s..•,,�„v...no
MMIA MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DTPA_RT.&vv' .—it i ORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
%_uDE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 PERA-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. PERA reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Ins. Steel Sectional Garage Door up to 16'-2" Wide w/Optional
Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 101488,titled"M/N 4300/01/10,4400/01,HDG/L, 66/7/8,
H300/01/10,H400/01", sheet 1 and 2 of 2,dated 07/06/1995,with revision 16 dated 07/2012,prepared by
Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade
County Product Control revision stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufactgringaddress;rneael •
number,the positive and negative design pressure rating, indicate impact rated if dppMc4ble, i"allgtion •
instruction drawing reference number,approval number(NOA),the applicable test0staidards,an$"e 6066:0
statement reading`Miami-Dade County Product Control Approved' is to be located4tpthe door's-side track
bottom angle,or inner surface of a panel. •••• 6 •
666..
RENEWAL of this NOA shall be considered after a renewal application has been filed and dere has been no change iri
the applicable building code negatively affecting the performance of this product. 0•:••: 0000 0000
0000
TERMINATION of this NOA will occur after the expiration date or if there has been a •0 �6 or chane the 0 0• •
P� �YLSlCrl g .� .'
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an erklorSer0ent of any product, fjgr.6;
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with atry'slettion of
this NOA shall be cause for termination and removal of NOA. .. 6 0 6666 6•••'••
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and fvlfo,;ed 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 revises and renews NOA# 12-0125.07 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 12-0716.04 ~
Muar+aoaoelslymm Expiration Date:-September 26,2017
Approval Date: October 18,2012
10120" Page
e
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101488,titled"M/N 4300/01/10, 4400/01,HDG/L, 66/7/8, H300/01/10,
H400/01", sheet 1 and 2 of 2, dated 07/06/1995,with revision 16 dated 07/2012,
prepared by Clopay Building Products Company, signed and sealed by Scott
Hamilton,P.E.
B. TESTS "Submitted under NOA # 08-0402.12"
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 16'2"x 8', 27ga steel
garage door Model 4300 with windows,prepared by American Test Lab, Inc., Test
Report No. ATLNC 0128.01-08, dated 03/13/2008, signed and sealed by David W.
Johnson,P.E.
"Submitted under NOA # 07-0809.02"
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 :••••• ••••;•
Along with marked-up drawings and installation diagram of 1.6'2;'x,8',23ga steel '.
garage door Model 4300,prepared by American Test Lab,Inc.,•%e t Report go. ;••••
ATLNC 0509.01-07, dated 07/11/2007, signed and sealed byl�*yid W. J.&Aon, P.B.••••:
.0000.
0000 . . 0000.
"Submitted under NOA # 07-0807.14" . .. 00•00.•
0000..
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvan�&ed coated Vanels, 0069:6
prepared by Stork Materials Technology, Test Report No. 301MV463365, dited •••,;•
01/26/2005, signed by John D. Lee, P.E. 0•.... .
4. Test report on Accelerated Weathering Using Xenon Arc Light-Apparatus;peg.4STN4••
G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane En ne8ring
&Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E.
ro jo9 fzo 12
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 12-0716.04
Expiration Date: September 26,2017
Approval Date: October 18,2012
E- 1
1
t y
t ,
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continued) "Submitted under NOA # 07-0807.14"
5. Test report on Self-Ignition Temperature per ASTM D1929,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.
6. Test report on Surface Burning Characteristics,per ASTM E84 of Type I EPS,
Report No. 3082960-500,prepared by Intertek Testing Services,NA, Inc., dated
10/04/2005, signed by Javier Trevino.
7. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,
Report No. 3082959-500,prepared by Intertek Testing Services,NA,Inc., dated
09/16/2005, signed by C. Anthony Penaloza.
C. CALCULATIONS "Submitted under NOA # 08-0402.12"
1. Jamb anchor calculations, complying with FBC-2004,prepared by Clopay Building
Products Company, dated 03/31/2008, signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None. •
F. STATEMENTS •• '• "'•'
.. .. .... ......
1. Statement letters of code conformance to 2010 FBC and no financiab"esest, issued by •,
Clopay Building Products Company,dated 07/10/2012, signed and sealeJ by Sggiq J-hmiltott'•'••
P.E.
•• • •f.•
"Submitted under NOA # 08-0402.12" 00
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 03/31/2008, signed and sealed by Scott Hamilton, P.E.
0 09 ��12
arlos M.ttrera,P.E.
Product Control Examiner
NOA No 12-0716.04
Expiration Date: September 26,2017
Approval Date: October 18,2012
E-2
rREV DATE DESCRIPTION REV DATC• • • • • DESCRIPTION
CLOPAY MODELS 4300. 4301, 4310, 4400, 4401, HDG. HDGL. H300, H301, H310, H400, H401 •
HOLMES MODELS 66, 67, 68, 6200, 6201, 6203: IDEAL MODELS SP200. SE200. SF200 14 2/2008 UPDATED QTY OF BACKER PLATES & STRAPS. 9 8/2003 AD ERT; EIGFIT tat/N; DEL. 2400/01; 2 PAGES
20 GA X 2" GALV. STEEL BACKER PLATES. (3) EXTRA PLATES/STRAPS ONLY (2) 1/4" X 3/4" 7EK SCREWS 15 1/201 2 AFFIRMED COMPLIANCE WITH FBC 2010,
10 2 2004 M&ATifAEHMENT•Wtt)GE DISTANCE NOTES MODIFIED
PLATES PER SECTION AT 16'2"W FOR SOLID REQUIRED FOR DOORS WITH AT THE TOP OF THE PLATES 16 7/2012 INCREASED MAX HT. TO 16'; UPDATED HOLMES MODELS 1 1 4 2004 ADDED VARIOUS COMPONENT DIMENSIONS
OPTIONAL IMPACT-RESISTANT ON THE TOP SECTION AND AT
ODORS; (5) PLATES PER SECTION A7 16'2"W. LITES AT 16'2"w. THE BOTTOM OF THE PLATES 16 GA DOUBLE END STILE. EACH 12 8/20,04 ADDED •JAM BIC JAMB•FASTENER, AND END STILE NOTES
FOR DOORS WITH IMPACT-RESISTANT LITES. ON THE BOTTOM SECTION. END STILE MEASURES 5-3/4" X ® PAGE 1 0 F 2 1 3 7/2 07 Uf7DATEp JGyo FAStN*%—
PLATES ATTACHED WITH DOUBLE SIDED ACRYLIC 2-1/8" x 3/8" AND IS ATTACHED ' bESIGN•ENGINEER YVpyS 1t eWESTERFIELD.
ADHESIVE TO BACK OF DOOR. A WITH (1) p8xt/2" WAFER SCREW. '6* ADDED•b�'TTdNAL IMPACT RESISTANT LIGHTS
_ �I�y-=t'
IREVI • • •• •• • DESCRIPTION
CLOPAY MODELS 4300 4301 4310 4400 4401 HDG HDGL H300 H301 H310 H400 H401 •
HOLMES MODELS 66, 67, 68, 6200, 6201, 6203: IDEAL MODELS SP200. SE200. SF200 16 7/20A :E'•E E•I •ON �IlS70RY ON PAGE ONE.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT PAGE 2 OF 2
END SLIDE BOLT
NOTES: STI LE• •�D LOCK ENGAGES
i. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRAD!; #2 OR BETTER) JAMBS. NO LOAD FROM THE INTER#STfLt ••• • •� •; LpCEw ;;TILE INTO VERTICAL
DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. • • •• BAR • • • TRACK. ONE
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -416 LB. PER LINEAR FOOT OF JAMB. OUTSIDE• •• GUIDIC• ••• LOCK ON
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. EACH SIDE
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. HANDLE OF DOOR.
INSIDE SLIDE BOLT
WOOD FRAME BUILDINGS
• ; ,•• •L•QC1{UARe•• LOCK OPTION
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT •• ••� OE140GA ES IN
LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F•) FOR DOORS UP TO 8'0" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS T I YIE • R •EC ON • SNAP LATCH ENGAGES
VERTICAL TRACK.
OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR DOORS UP TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM LOCK L < ING OF DOOR. OONOE SNAP LATCH ON
FOOTING TO TIE BEAMS. EACH SIDE OF DOOR.
BLOCK WALL OR CONCRETE /144/8" SHEET METAL SCREWS
INTER. STILE
2x6 SYP (GRADE #2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR O
CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING C
BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS OUTSIDE KEYED END
TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY 0 o 0 HANDLE STILE
THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1/4"x3/4" SELF
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT TAPPING SCREWS. INSIDE HANDLE
14 GA. END HINGES 18 GA. INTERMEDIATE HINGE
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 7-1/2" x 2-3/4" 7-1/2" z 2-1/4" OUTSIDE KEYED LOCK
MAXIMUM MEW " " MEW "C' SNAP LATCH LOCK OPTION
ON-CENTER SILICONE FILLED CHANNEL SEPARATES
DISTANCE STEEL 6" —1 G—2" THICK FRONT AND BACK SKIN OF DDOR
BETWEENWASHERS
BUILDING TYPE FASTENER TYPE FASTENERS* REQUIRED? 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM
BLOCK WALL 1/4 x 1-1 4" MIN. EMBED TAPCON CONCRETEANCHOR 4-1/2" 1" O.D. 2-1/2" INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR
2000 PSI MIN. CONCRETE 1/4 x 1-3 4 N.
EMBED TAPCON CONCRETE ANCHOR 12-1 2 1" O.D. SPINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES, INC.
3000 PSI MIN, CONCRETE 1 2 x 1-3/4" MIN. EMBED SIMPSON STRONG-TIE WEDGE-ALL WEDGE ANCHOR -1 INCLUDED --I 5/8" (TYP.) '\ OR FALCON FOAM.
2000 PSI MIN. CONCRETE - " MI M ANCHOR 14" NCLUDED PTA
I " j TOP SECTION WITH LITES: (2) 18 GA. GALV. STEEL TOP ROLLER
W FRAM (SYP 1 SCREW ATM 7 A 1-5/8" M INTO 14- W 1 0.0. 6" TALFC-CHANNEL t ' BRACKETS (2-7/16" x 3-3/4"). EACH BRACKET ATTACHED W/(4)
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3", EXCLUDING STUCCO THICKNESS. 16 GA. GALV. STEEL 414x5/8" SHEET METAL SCREWS.
• FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER SOLID TOP SECTION: (2) 12 CA. GALV. STEEL TOP ROLLER
DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. BRACKETS (SECTION:
x 5-3/8"). EACH BRACKET ATTACHED W/(4)
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. /14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE 'ATTACHED TO
1" DOOR OVERLAP (EACH SIDE) JAMB CONFIGURATION TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET.
3" MIN. DOORS UP TO 8b" HIGH
2x6 SYP WOOD JAMB. SEE EEND
PTIONAL STOP MOULDING BY INSTALLER (TO SUIT). FROOMIF 1-1/4" WIDE x 16 GA. GALV. STRAP. (1) AT EACH
"JAMB PREPARATION NOTE". 6 CA GALV. STEEL DOUBLE-ENO-STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW. r Midl�Ie EXTERNAL BACKUP PLATE; (2) AT EACH END STILE.
STILE DIM.: 5-3/4 X 2-1/8" X 3/8". Com. 2� �` EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF
TAPPING SCREWS (TWO SCREWS TO DOOR, ONE
2-1/2" X 12 GA GALV. STEEL I? TONGUE AND SCREW TO C-CHANNEL).
TRACK BRACKETS FASTENED TO GROOVE JOINTS. ' 14 GA. GALV. ROLLER HINGE. EACH HINGE
WOOD JAMBS WITH 5/6" X 1-5/8" 18 GA. GALV. STEEL CENTER HINGE Muni Product C.efwv+ FASTENED TO END STILES WITH (4) #'14x5/8"
LAG SCREWS NOT TO EXCEED 14" 7/16" I.D. ROUND FASTENED TO INTER. STILES W/(4) EACH SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING
ON-CENTER. MIN. OF (9) LAG PUSH NUT 14x5 8" SHEET METAL SCREWS. SCREWS. SEE VIEW "B".
SCREWS REQUIRED PER JAMB. FASTENER. /
`i
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" ONE 6" TALL, 16 GA. C-CHANNEL PER DOOR SECTION,
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. ATTACHED WITH (2) C-x3/4" SELF TAPPING SCREWS PER
2" GALV. STEEL TRACK FASTENED TO END STILE AND (1) 1/4"x3/4" SELF TAPPING SCREW PER
12 GA GALV STEEL TRACK BRACKETS 27 GA (0.016" MIN.) EXTERIOR STEEL SKIN BACKER PLATE LOCATION. SEE VIEW E.
WITH EITHER (2) 1/4` DIA. RIVETS OR 2" DIA. 7-1/2` LONG STEM, 10 BALL STEEL ROLLER. (MIN. YIELD STRENGTH: 27 KSI, DRAWING
(1) 1/4" X 5/8" BOLT & NUT PER SECTION C-C QUALITY) WITH G-40 MIN. GALV.
TRACK BRACKET. BAKED-ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
1" DOOR OVERLAP (EACH SIDE) JAMB CONFIGURATION 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING
2z6 SYP W000 JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). DOORS 8-3" TO 16'0" HIGH QUALITY) WITH G-40 MIN. GALV., BAKED-ON PRIMER AND
"JAMB PREPARATION NOTE". 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) #8 X 1/2" WAFER A BAKED-ON POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES Of STEEL SKIN.
L I I I . .. It
SCREW. ENO STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
13 GA GALV. STEEL BOTTOM BRACKET, ATTACHED WITH (4)
/14x5/8" SHEET METAL SCREWS.
ANGLE.
x 2-7/8" MIN. x 0.080" TAPERED 11pLUAlI(1�Cxp EXTRUSION & VINYL WEATHERSTRIP.
ANGLE. SEE LAG BOLT MOUNTING AT TRACK 18 GA. GALV. STEEL CENTER HINGE �9z � � ���f
A r'-a'
CONFIGURATION ON PAGE ONE. 7/16" I.O. ROUND FASTENED TO INTER. STILES W/(4) EACH SECTION A ') �,
PUSH NUT 14x5/8" SHEET METAL SCREWS. .` ,•"�•' !•`•.69SIG1a LOADS: +46.6 PSF & -52.0 PSF
FASTENER. TOLERANCES 00 1.03: Sj�. �" +•, `y :PAGE: MAX. SIZE
�.`.NTS 16'2"W x 160"H
0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
CID
Unless Stoted Olner•isa 000 = 1.016 t. • y 2 OF 2
TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH 114x5/8" SHEET METAL SCREWS .0000 - t.009,% gATEr `7«>
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. pay Degrees = 11/2r SR, ESQRIPTION M/N 4300/01/10, 4400/01,
NUT AT EACH MOUNTING SLOT. CLOPAY BUILDING PRODUCTS R ,.iN E NE s • C/L, 66/7/8, H300/01/10. H400/01
8585 DUKE BLVD. SeoTf= To',
Building Products FLS No. Q DRAVING NUMBER= VER:
3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER. MASON, OHIO 45040 . 101488 M-D
SECTION C-C : Corn Qn 513 770-4800