WS-17-1386Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 176319 Permit Number: WS -7 -12 -1386
Scheduled Inspection Date: September 06, 2012
Inspector: Bruhn, Norman
Owner: IVIE, GEOFFREY
Job Address: 710 NE 94 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: JULIAO GARAGE DOORS
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132060141720
Phone: 305 -826 -0250
Building Department Comments
REPLACE GARAGE DOOR
Passed ,2
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
ec-
September 05, 2012
For Inspections please call: (305)762 -4949
Page 12 of 26
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
DING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: %LO /V / 61 �.G - 7
JUL ? ,27017—
8 r: poem- ....e
FBC20i z�
Permit No. &P
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip: 53 /3g
Folio/Parcel#: I ®)20 _ / 2D
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): CledcY e IV % e Phone#;
Address: `f 10 N E - Gig
City: M 1� chi S i" Ores State: F L zip: 33 138
Tenant/Lessee Name: Phone#:
Email.
CONTRACTOR: Company Name: a f t) h a° E) Ull'c4 00000 Phone#: 0OJ(2 C — OZ6
Address: O �{ N. V L I 611 3' 4. it °D
City: ■ 1 O 'k Louts) State: FL
Qualifier Name: 1O '3U \ I l& o
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address: . QU,Y (fit thoC i ( ww ( t o (`i f .
DESI
Zip: 3361
Phone#:
0.1.10111k4 T1PM
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ofIVISHOSettiliii
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hope
1 1.6 ® Square/L i , Eooto$tWorka o
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1,2 i e.i olition
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Color thru tile:
**** ****** *** **** * * *** * ******** ********F ******************** Hai *** *****+x*******+a+ * **
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 m be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. ' absenc 4. uch posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature 4e. f Signature
Owner or Agent
The foregoing ipstrument was acknowledged before me this The foregoing instrument was owledged before me this
day of IA ,20 by 1Vit b./ re \V , day of 2GJf`1 ,2017,by , lLSr: JSltILa ,
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. - ntification and who did take an oath.
Co tr., for
NOTARY
Sign:
Print:
My Commission Expires: $'Y' 2
YARET K CASTILLO 'II I Notary Public - State of Florida 1
• My Comm. Blokes Sap 29, 201e / .
(li�::4 Sign:
t u r.
•
*I Print:
If a
NOTAR
IF rAto rag is
My Commission ' pires: Se-9 ?� I Zc 1l0
* aye* aye * * * * * *ee** * **** ***************************** * * * * * * *** * *e *es: * * ******* * ** *** *** * * *** * * * * * * * * *e *a * * * * **
APPROVED BY \7W2 610 Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
7/oil (/'"
939
t6
r_L -
liiL JUL 2 - 4 &.1.h2
11E2— Mi)
(2i q6ctitYl)
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND MINTY RULES AND REGULATIONS
Florida Building Code Garage Door Windload Design Pressures
Report # DPR- 120711 -E -01
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: Geoffrey Invie
710NE94ST
Miami Shores, FL 33138, Dade County
Garage Opening Size:16' 0" x 7' 0"
Mean Roof Height: 15' 0" Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 22' 6"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 0"
Positive Design Load: +33.8 PSF Negative Design Load: -37.4 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/94W8, 16'2" x 7'0 ", Approval # 12- 0125.20, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF.
Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 16'2" x 7'0 ", Approval # 12- 0125.07, Dwg # 101488, Windload Capacity: +46.6/ -52 PSF.
The design Toads 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 2010 Florida Building Code for
windborne debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final determiner of the suitability of the garage door connections for the particular building 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.
Scott I ton, .E.
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
7/11/2012
,,twu I IIII,,
gGO•\.GENS;:•�.i, ∎,.
°.c �• •
• • : No 63286
. * ▪ _
:• -321 STATE OF .'��
�`•
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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: 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 15 dated 01/2012, 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, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and 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 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.
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 revises NOA # 08- 0402.12 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.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /sera/
NOA No 12- 0125.07
Expiration Date: September 26, 2012
Approval Date: April 5, 2012
Page 1
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 15 dated 01/2012,
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 3.2A, 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 16'2 "x 8', 27ga steel
garage door Model 4300, prepared by American Test Lab, Inc., Test Report No.
ATLNC 0509.01 -07, dated 07/11/2007, signed and sealed by David W. Johnson, P.E.
"Submitted under NOA # 07- 0807.14"
3. Test report on Salt Spray per ASTM B117 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.
4. 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.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 12- 0125.07
Expiration Date: September 26, 2012
Approval Date: April 5, 2012
E -1
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 Pefialoza.
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 Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012,
signed and sealed by Scott Hamilton, P.E.
"Submitted under NOA # 08-0402.12"
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.
D2
Ca los . Utrera, P.E.
Product Control Examiner
NOA No 12- 0125.07
Expiration Date: September 26, 2012
Approval Date: April 5, 2012
E -2
CLOPAY MODELS 4300. 4301. 4310 4400 4401 HOG 14D01. H300. H301. 8310. 14400. H401
HOLMES MODELS 66 67. 68: IDEAL MODELS SP200. SE200. SF200
20 GA X 2" GALV. STEEL SACKER PLATES. (3) A RE REO FOR � Z117
PLATES PER SECTION AT 16'2"W FOR SOUS OPTIONAI. IMPACT - RESISTANT
DOORS; (5) PLATES PER SECTION AT 16 "2"W. UTES AT 16'2"W.
FOR DOORS WITH IMPACT-RESISTANT UTES.
PLATES ATTACHED WITH DOUBLE SIDED ACRYLIC
ADHESIVE TO SACK OF DOOR _
xTiNM1L�NrN1rNN ��Ti13 .-
YeEngriigiRIMIMEEMEMIOt
revivil
r "
YI
2r.RrrrrW.TrarlrN ImMONN INNImIlmli.OwlmMRNh_ T r
& 2ifiiiMEZZAligargqiir + ► Mi
7! 1.r'' N =11. ! it=SiZ iNYiillilNl SiFf -.' i-t 1:77%
NEV
RAT
DESCRIPTION
14 2/2008 UPDATED QTY OF BACKER PLATES &
au
()TIE TOP / THE PLATES 15 1/2012 AFFIRMED COMPLIANCE WITH FBC 2010.
ON THE TOP SECTION MID AT 18 DOt>aLE ENO STILE EACH
ONE 11680 OF THE PONTES END STILE MEASURES 5-3/4" X
ON THE BOTTOM SECTION. 2 -1/8" X 3/8° AND 5 ATTACHED®
WISH (1) 18X1/2" WAFER SCREW.
LOCATION OF OPTIONAL. VENTS, A OPTIONAL OUTSIDE KEYED LOCK POSITION
TOTAL VENT OPENINGS: 60 IN' PER VEHICLE
MAX. DOOR WIDTH I6' -2"
IN8106 ELEVATIONS
ITHIS DOOR MEETS THE REQUIREMENTS OF THE I
LARGE MISSILE IMPACT AND CYCLIC TESTING.
THIS PRODUCT CONFORMS TO
THE REQUIREMENTS OF THE 2007
AND 2010 FBC.
TRACK CONFIGURATION
DOORS UP TO 8'0" HIGH
STRAPS.
PAGE 1 OF 2
ONE ROW OF IMPACT- RESISTANT GLAZING IN EDHER
TOP SECTION (3110141) 08 NEXT -TO- THE -TOP
SECTION (NOT SHOWN).
MAX. GLAZING SIZE IS 18-1/2' x 11".
GLAZING IS INJECTION MGM GE [ELAN SLX24327.
AN APPROVED CC2 PLASTIC IN ACCORDANCE TBT11
IBC 2808.
SU SECTION 0 -8 FOR ASSEMBLY DETAILS.
LOCK POSITION (BOTH SIDES).
TWO POINT LOCK5NG REQUIRED.
SEE LAYOUT OF EACH LOCK
OPTION ON PAGE TWO.
000RS WITH 2' TRACK USE (2) STACKED
LHR BRACKETS (2- 1/2 "x8 "x 12 CA) AS
INNER BOTTOM BRACKET ATTACHED WITH (2)
1/4 °113/4" SELF TAPPING SCREWS.
DOORS WITH 3" TRACK USE USE (1) 3-IN
ROLLER CARRIER (1- 1/8'x2 -t /4" x 12
GA) AS INNER BOTTOM BRACKET AITACNE0
WITH (2) 1/4x3/4" SELF TAPPING SCREWS.
OEV 841E
9 8/2003
10 2/2004
11 4/2004
12 8/2004
13 7/2007
IESCRWTION
ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES
JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED
ADDED VARIOUS COMPONENT DIMENSIONS
ADDED JAMB, JAMB FASTENER, AND END S11LE NOTES
UPDATED JAMB FASTENERS;
DESIGN ENGINEER WAS M. WESTERFIELD.
ADDED OPTIONAL IMPACT RESISTANT LIGHTS
IL
IAMB PREPARATION NOTE
THE METHOD OF ATTACHMENT TO 7HE SUPPORTING
STRUCTURE OF THE PRESSURE TREATED 24 W000 JAMBS
SHALL BE APPROVED BY TEE PROFESSIONAL OF RECORD
FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT
BUILDING CODERS ��TH THE UB1ED ON THIS DRAWING. BY O
PREPARATION ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK
SUPPORTS, AND ALL OTHER DOOR HARDNWRE TO BE
INSTALLED PER CLOPAY INSTAWITLON INSTRUCTIONS
SUPPUEO WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS
I:C,•_Tilna Ww1MNIFZ=?1l}' AI1,19M i""tN 'A79'`iit
Lrr,N I/'C 11.7 />•�PLi':� 1� `fti[ i.1910 r1
LJ.741 0 M.00 N� ?.fIE. filrt� SI7T'x'�
TRACK CONFIGURATION
DOORS 8'3" TO 12'0" HIGH
HORIZONTAL SU (TO ST) I�
SUIT) DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1 -5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
76" (7'6'H & 8'0111 DOORS ONLY)
11.�
1
. ADDITIONAL 22 CNTS .
1-12' ON CENTER
1
M A�
■
1
1
AL
NTER 14010 DOORS K 8 (40014 4ED FOR
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101". ANGLE THICKNESS: 0.080'.
MIN. ANGE DIMENSIONS 3-1/4° x 2 -7/8 ".
VERTICAL/HORIZONTA). TRACK I 14" MAMAS SPACING
JUNCTION. TWO 1/4 BOLTS FROM IAS1' MOUNTING
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION
1
2' CAW. STEEL TRACK
TRACK THICKNESS: 0.063'.
HEIGHT
TRACK LENGTH
iC4M11101 :1iN19Mlw
NE. 14" TRACK LT AND
MOUNTING SLOT LLOOCATION. NUT AT EACH
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT)
3 -1/2" ONE 5/16° x 1 -5/8' LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK BOLTS (LE 3 -1/2'. 10 ". 22 ". 34 ".
46', ETC.). ADDITIONAL LAG SCREWS `OCATEO AT 16'. 28 ". &
40" FROM BOTTOM. ALSO TWO LAO SCREWS LOCATED ABOVE
VERTICAL/HORIZONTAL TRACK JUNCTION.
TIP. 2 -1/2" X 12 GA GALV.
STEEL TRACK ACHED TO JAMB WITH (1)
24' 5/18' X 1 -5/8" LAG SCREW PER
TRACK BRACKET.
10"
3 -1/2'
_• . idTnU.I:LLt..
EKE: SUPPORTING STRUCTURAL ELEMENTS
SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER FOR THE WIND
LOADS SHOWN ON MIS G7AR(NG.
Ckopay
Building Products
Com • an
211 CT EliVLIED
e riAgyalewilb dip Markle
Expliadox
,xifr�%r
MAX. 0.C.
{
N.T.E. 1/2 MAX. 0.0.
T-
1MPACT RESISTANT NJECTOON MOLDED FRAME & GU12IN0 WINDOW UTE
YY-- HORIZONTAL JAMB
(NO LOAD FROM DOOR)
FASTENER
2x6 VERTICAL JAMB
FIRST (BOTTOM) ANCHOR STARTING
AT NO MORE THAN HALF OF THE
MAXIMUM ON- CENTER DISTANCE.
(40:iEST ANCHOR INSTALLED AT
LEAST AS HIGH AS THE DOOR
OPENING.
PFBdIM Control
DOOR .
WIGHT
[Y,3i1•J�[1M1-
• - SECTIONS EITHER
18" OR 21" HIGH
NUMBER •F
SECTIONS''
TOLERANCES
Wen Wei Mambo
SECTION B -B (IMPACT RESISTANT GLAZING)
OPTIONAL OECORATNE
111rN -IN 8SER1.
/Z
12a611 .1L,
2.25
0.188
114PACT RESISTANT
ONE-PIECE 9LIECTION
8O1060 GE LEVAN
81.524327 FRONT
FRAME & CLA21(0.
MULTIPURPOSE KOH 8010 TAPE
(BETWEEN FRAME AND FACADE).
CAROM OECORATRIE
FRONT FA
61RUCTURSL SILICONE !MINT
(BETWEEN STEEL. SKIN AND FRAME).
POLYSTYRENE RETAINER FASTENED W FRAME WITH
(10) 60 x 3/4" PAN HEA0 MACHINE SLWLWB.
JMPACT RESISTANT GLAZING OPTION:
OPTIONAL IIJEC11ON M0LDE0 FRONT SYNC AND GLAZIN0 POLYCARDONATE UTES
AVAILABLE OPTIONAL POLYCARBONATE GLAZING IS GE [DAN SLX2422T. AN APPROVED
CC2 PLASTIC IN ACCORDANDE WITH MCA= 2W8.
THE BLAZING DESCRIBED IN TICS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE IARGE
FLORIDA BUILDING CODE MISSILE CY0LIC TEST REQUIREMENTS TS CODE
eHAPT 18 F25/�180)).
DESIGN LOADS: ' +46.6
8C41., L'... NTS
PSF & -52.0 PSF
7/6/95
1 OF 2
RAE. 812E
16'2'W x 12'0"H
RESCR1PTtav M/N 4300/01/10. 4400/01,
1000/1. 66/7/8, H300/01/10. H400/01
DOAVINO 114024 ME&
101486 M -D
CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDD. HDGL. H300. H301. H310. H400. H401
HOLMES MODELS 66. 67. 68: IDEAL MODELS SP200. SE200. SF2OQ
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
num ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x8 VERTICAL. SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE
DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -418 LB. PER LINEAR FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE
A. 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.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x8 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT
LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fe) FOR DOORS UP TO 8'0° HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS
OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fe) FOR DOORS UP TO 12'0° HIGH. STUD WALLS TO BE CONTINUOUS FROM
FOOTING TO TIE BEAMS.
PAGE 2 OF 2
BLOCK WALL OR CONCRETE #14x5/8 SHEET METAL SCREWS
2x6 SYP (GRADE 82 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR
CONCRETE COLUMN. BLOCK WALL CELLS SHAD. BE FILLED WTH CONCRETE AND REINFORCED WITH REINFORCING
BARS EXTENDING 11410 THE FOOTING AND INTO 11E BEAMS. ALL BARS SHALT. BE CONTINUOUS FROM THE TIE BEAMS
TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY
THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO 6E USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL. JAMBS OR SUPPORTING STRUCTURE
WADING TYPE
alilth•!:I• IxVI
D,.i•7nyW,•11F111•4;[43 +xIM •TAM 631;II26lAq'I:a•Waxx7NR[ «.X[•1:
FASTENER TYPE
1/4"x3/4° SELF
TAWDIG SCREWS.
14 GA. END 19IN13E9 18 GA INTEWEIXATE TITNGE •
7 -1/2° x 2 -3/4" 7 -1 x 2-1/4,
MAXIMUM J7 y1E1pL_S�
REV EATS
15 1/2012
DESL78P181N
SEE REVISION HISTORY ON PAGE ONE.
OUTSIDE
HANDLE
DISTANCE STEEL
BETWEEN *WASHERS
FASTENERS REQUIRED?
• 1 O.D.
4 MIN. EMBED TAPCON ..NCREFE CHOR
4" MI . x., +'ED SIMPSON STRON TIE WEDGE -AU. WEDGE ANCHOR
2•L7i:T3d1r6Yr *X.T mid
a3'( :71,: V • " x :1" oi
1'l Hl it
MINIMUM (30 DISTANCE OR BETWEEN R CENTER OF 082 114 AND EDGE OF E MAXIMUM ON-C: T EXCLUDING
FIRST (BOTTOM) HI ANCHOR STARTING INS LLD MORE THAN HALF OF THE D008 0 KING. TER
OLO CE 5111457 SUPPLY JAMB ATTACHMENT H AT LEAST ST HIGH AS THE DOOR OPENING.
CLOPAY 00E5 NOT SUPPLY JAMB ATTACHMENT FASTENERS.
STUCCO
KORII 1 O.D.
I� «
I81511T iI •11'
THICKNESS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE 3" MINI
".IAMB PREPARATION NOTE".
2 -1/2" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6° X 1 -5/8"
LAG SCREWS NOT TO EXCEED 14°
ON- CENTER MIN. OF (9) LAO
SCREWS REQUIRED PER JAMB.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1 {4° DMA. RIVETS OR
(1) 1/4° X 5/8 BOLT & NUT PER
TRACK BRACKET.
JAMB CONFIGUIRAAA ON
OPTIONAL STOP MOULDING BY INSTALLER (10 SUIT). DOORS UP TO 8 0 HIGH
16 GA GALV. STEEL DOUBLE- END -STILE FASTENED WITH (1) #8 X 1/2° WAFER SCREW.
END STILE DIM.: 5 -3/4 X 2 -1/8° X 3/8 ".
7/18" 1 ROUND gliK113 GA GALV. STEEL CENTER HINGE
PUSH NUT FASTENED TO INTER. STILES W /(4) EACH
FASTENER. 81425/8° SHEET METAL SCREWS.
14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 81405/8°
SHEET MEW. SCREWS AND (2) 1/4° SELF TAPPING SCREWS PER ENO HINGE
2" D1A 7 -1/2° LONG STEM, 10 BALL STEEL ROLLER.
SECTION C-G
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
'JAMB PREPARATION NOTE".
STOP MOULDING BY DOOR INSTALLER (TO SUR).
16 GA GALV. STEEL DOUBLE- END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
SCREW. END STILE DIM.: 5 -3/4 x 2 -1/8° X 3/8 °.
AM/3-131111:1211 OA1K
DOORS 8'3 TO 12 0 HIGH
3-1/4" x 2 -7/8° TWIN. x 0.080° TAPERED
ANGLE. SEE LAG 8OLT MOUNTING AT TRACK
CONFIGURATION ON PAGE ONE.
0.101" THICK 3° GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4 °x6 /8" BOLT &
NUT AT EACH MOUNTING SLOT.
18 OA
GALV. STEEL CENTER HINGE
7/18" I.0. ROUND FASTENED TO INTER STILES W /(4) EACH
PUSH NUT #1405/8" SHEET METAL SCREWS.
FASTENER.
14 GA GALV. STEEL ROLLER HINGES FASTENED TO END
5111ES w/(4) EACH 814x5/8" SHEET METAL SCREWS
AND (2) 1/4° SELF TAPPING SOWS PER END HINGE
3° 01A 8 -1/2" LONG STEM BALI. BEARING STEEL ROLLER
SECTION C -Q
2 -1/2"
"E' I--. 5/8" (1Yp )
8PTALL C- CHANNEL
16 GA GALV. STEEL
TONGUE AND
GROOVE JOINTS.
27 GA (0.018° MIN.) EXTERIOR STEEL SKIN
(MIN. YIESTRENGTH:
LD LITY)WITH 27
0-40 MIN. GALV.
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO, BOTH. SIDES OF STEEL SKIN.
Cljpay
Building Products
Company
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ENINfas ova
No
END
STILE
LOOK
BAR
GUIDE
LOCK BAR
ENGAGES IN
OU TSIDE KEY20 LOCK TRACK ON EACH LOCK BAR LOCKINQ OF DOOR.
-1 . 1-2° THICK
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SI ID? ROI T
LOCK OPTION
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER. STILE
OUTSIDE KEYED
HANDLE
END
STILE
INSIDE HANDLE
33.0.12E1101111.11:8
SNAP LATCH LOCK OPTION
SILICONE FILLED CHANNEL SEPARATES
FRONT AND RACK SKIN OF DOOR
1.98" THICK. 1# DENSITY EXPANDED POLYSTYRENE FOAM
INSULATION LAMMED TO BOTH EXTERIOR AND INTERIOR
SKINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES. INC.
OR FALCON FOAM.
1?? SECTION 31114 LIES: (2) 18 GA. GALV. STEEL.. TOP ROLLER
BRACKETS (2 -7/16" x 3- 3/4"). EACH BRACKET ATTACHED W /(4)
814x5/8° SHEET METAL SCREWS.
Stx10 10? Ct10 (2) 12 OA CALV. STEEL TOP ROLLER
BRACKETS (2 -1/2 x 5 -3/81. EACH BRACKET ATTACHED W /(4) SUM ATTACHED TO
10? BBRACKET 87TH (2) %4°x1/2 ADBJUST SAND NUTS PER BRACKET.
1 -1/4" WIDE x 16 GA. GALV. STRAP. (1) AT EACH
EXTERNAL BACKUP PLATE: (2) AT EACH END STILE.
EACH STRAP ATTACKED WITH (3) I/4 °x3/4° SELF
TAPPING SCREWS (TWO SCREWS TO 000R, ONE
SCREW TO C- CHANNEL).
14 GA GALV. ROLLER HINGE. EACH HINGE
FASTENED TO ENO STILES WITH (4) 81455/8"
SHEET METAL AND (2) 1/4 °x3/4° SELF TAPPING
SCREWS. SEE VIEW "8°.
ONE 6" TALL, 16 G1. C- CHANNEL PER DOOR SECTION,
ATTACHED WITH (2 1 /4°x3 /4" SELF TAPPING SCREWS PER
END STILE AND (1) 1/4 °443/4" SELF TAPPING SCREW PER
BACKER PLATE TION. SEE VIEW E
27 GA (0.016" MIN.) INTERIOR 51661. SKIN (DRAWING
A�pp���� WITH 0-40 MIN. GALV.. BAKED -ON PRIMER AND
BAKED -0N POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
13 CA G/14. STEEL BOTTOM BRACKET, ATTACHED WITH (4)
814x6 /8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A-4 (SIDE VIEW)
DESIGN LOADS: +48.8 P5F & -52.0 P5F
.00 m 4.03
.000 m 4.018 •
.0000 4.007
Degree* 41/2
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
SCALD
NTS
DATo 7/6/95
DESIGN ENG24660
sc01T
MAW
20F2
MAX. SIZE
18'2'W x 12'0"H
PESCRIHTDIN, 4300/01/10. 4400/01.
NDG /L, 66/7/8. 11300 /01/10, 11400/01
NEW
M -D