REV-17-2713" \\V2,\\
Miami Shores Village
Building Department
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
El PLUMBING ❑ MECHANICAL
JOB ADDRESS: 1441 NE 102 St
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
P W ED
NOV 2017
By:
9tV
FBC 201 41 -
Master
Master Permit No. LUS n- 133 Z
Sub Permit No. PCN' f 713
❑ ROOFING Q REVISION ❑ EXTENSION El RENEWAL
❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#:11-3205-04-0170
Occupancy Type: residential Load: Construction Type:
OWNER: Name (Fee Simple Titleholder): William Howell
Address:1441 NE 102 St
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
Phone#: 305-766-9375
City: Miami Shores
State: FL zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Automated Home Services, Inc
Address: 2010 NW 94 Ave
Phone#: 305-594-3810
City: Miami State: FL
Qualifier Name: Donald M Lewis
zip: 33172
Phone#: 305-594-3810
State Certification or Registration #: Certificate of Competency #: 000011303
DESIGNER: Architect/Engineer: AI-Farooq Corp
Address:9360 Sunset Dr, suite 220
Value of Work for this Permit: $
Type of Work: ❑ Addition ❑ Alteration
City: Miami
Phone#: 305-264-8100
State: FL
Square/Linear Footage of Work: / 16x7
New
33173
❑ Repair/Replace ❑ Demolition
Description of Work: Change of product - replace existing garage door with impact rated garage door
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ 35 ,C1. CCF $ CO/CC $
Q
Scanning Fee $ 1 Radon Fee $ DBPR $ Notary $
Training/Education Fee $ Double Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $ l''
TOTAL FEE NOW DUE $ 4 -
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 . d a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrum nt was ackn ledged before me this
I day of i1 DV ,20 by
William Howell
me or who has produced e as
identification and who did take an oath.
NOTARY ' • :
dbida
szimirz
r
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product Approval Menu > produrt or Application Search > Anoliration I isi > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authori
FL21372-R0
New
2014
Approved
Raynor Garage Doors
—1181 EashRivet Road
Dixon, IL 61021
(815) 285-728
garyw@raynor.
ATE ___�-
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
garyw@raynor.com
Gary Wedekind
1101 E River Road
Dixon, IL 61021
garw@raynor.com
Nathan Stralow
1101 East River Road
Dixon, IL 61021
(815) 285-7443
nstralow@raynor.com
RECEIVED
NJJV 1, 2017
Exterior Doors
Sectional Exterior Door Assemblies
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Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
John E. Scates
PE -51737
UL LLC
07/31/2020
Gordon Thomas, P.E.
"•11 Validation Checklist - Hardcopy Received
FL21372 RO COI Cert of Ind Scates 2016 s.Ddf
Standard
TAS 201
TAS 202
Year
1994
1994
1994
•
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
10/20/2016
10/20/2016
10/24/2016
12/15/2016
09/19/2017
FL #
Model, Number or Name
Description
21372.1
AV300
2-7/8" thick Aluminum Rail and Stile Full View Sectional Door
with Impact Resistant Windows
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +42.0/-52.0
Other: Maximum door width = 16' -2"
Installation Instructions
FL21372 RO II P -3338-A s.pdf
Verified By: John E. Scates 51737
Created by Independent Third Party: Yes
Evaluation Reports
FL21372 RO AE EvaluationReoort AV300 r0 s.pdf
Created by Independent Third Party: Yes
Back
Next
Contact tJ :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
• •
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 9latement :: Refund Statement •
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to d a4,106c•-cords regyes!, tont send e� jr�y` •
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact•850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the e•pfr*ge•t with an emailDaddress if they have •
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply alualbfidl •
address, please provide the Department with an email address which can be made available to the public. To determireff ace a licen4vipa chapter 435, F.S., •
please dick here . •••• •
Product Approval Accepts:
• •
71 WI .CMV Ill
Credit Card
Safe
SC'cu r 11 VM 1- 1''i 1 CS
• •
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• • ••
• • •
•• •
•
• •
••
•• • • •
•
• •
•• • ••• • • •
• •
TOP FIXTURE 1 1 /4" X 5/8"
SELF -TAPPING
r
SCREV
TOP FIXTURE
ER
ROL
ROLLER
KEEPER PVC
TOP FIXTURE DETAIL GLAZING
CHANNEL
CENTER HINGE
4I4II1/4' X (
SELF -TAPPING
SCREW (4) PER
CENTER HINGE
—Y�
CENTER HINGE DETAIL
3.25 MAX.
SPACING
WINDOW
DETAIL
IMPACT RESISTANT
GLASS CONSISTING
OF TWO PIECES OF
1/8" TEMPERED
GLASS WITH A
.090 THICK
PVB INNER
LAVER
ALUMINUM
GLAZING
RETAINER
SCREW
#10X11/2"
ADHESIVE - 3M 540
POLYURETHANE USED TO
BOND PVC GLAZING CHANNEL
TO IMPACT RESISTANT GLASS
CENTER STILE DETAIL
.063 THICK ALUMINUM
WALL EXTRUSION
BOTTOM RAIL DETAIL
.075 THICK ALUMINUM
WALL EXTRUSIONS
ALL RAILS AND STILES ARE MADE
FROM ALUMINUM ALLOY 6063-T5
UBAR TRUSSING
LOCATED INSIDE
THE MEETING RAILS
JI ��
1
=
ROLLER
vv ROLLER
I' SELF -TAPPING
SCREW (4) PER
EDGE HINGE
EDGE HINGE
EDGE HINGE DETAIL
CORNER
BRACKET
CORNER BRACKET DETAIL
V
MAMiMUM DOOR
HEIGHT
1
i —�
///
J1
k
1
1
9.27 MAX. SPACING
I +
1
6
MAX. GLASS SIZE = 43-5/16" X 17-3/4"
CLEAR OPENING = 41-15/16" X 16-3/8"
1/4"X5/8"
SELF -TAPPING
SCREW (6) PER
CORNER BRACKET
HIGH TENSILE LONG
STEM ROLLER
KEEPERROLLER ' /ONAt1/11 •° ••
` •:• ••• ••• •:•• •••
• •
• • • • • •
• • • •• • • •
JOHN E SCATES• • • • • • • • • •
FLORIDA P.E # 5177• • agita Ily sir silAS by JIM n E. Scats, P.E. •
3121 FAIRGATE DRIVE Date: 2016.10.19 19:16:20-05'00'
CARROLLTON TEXAS 75007
DOOF
24' 0'
8"-0" HI
SEE
FOR
SEC
TOP RAIL DETAIL
.075 THICK ALUMINUM
WALL EXTRUSIONS
MEETING RAIL DETAIL
.075 THICK ALUMINUM
WALL EXTRUSIONS
END STILE DETAIL
.075 THICK ALUMINUM
WALL EXTRUSIONS
SECTION A -A
t HEIGHT
MAXIMUM
SHOWN
MAMiMUM DOOR
HEIGHT
INTERNAL STRUTS OFTS
//
///
. ///;
/•
6
AA
B -D`
6
'
N
VV
B`
1'
-'
'JM
V V
i
IUANTRY A
:TIONS
LOCKS
REQUIRED
2 2'
/1
/�
/1;
///:/%.CHART
11
eL
2'
33
12
vv
■
/.1
////;.
V
///
/1
VV
MAX. SECTION
HEIGHT = 26-3/16"
\1
v v
�1
�1
0
��
-A'/
�1
V V
50.13/16' MAX — 46.3/16' MAX mil
DOOR WIDTH
16' 2' MAXIMUM
011111111/1/4
:let 6' !C4/•&_/
••• • •• •• •• • ••
1
No. 51737:•_
6 �•y •
6 * 61 .
• •
STA O ••• •• • • • ••
A
16'-2" SHOWN
SEE SHEET 2 OF OTHER DOOR WIDTHS
INTERIOR ELEVATION
QUANTITY OF
SECTIONS
MAMiMUM DOOR
HEIGHT
INTERNAL STRUTS OFTS
6' 2.
6
4
B -D`
6
6
B`
1'
4
2 2'
14
16
]0
1
18
11
]O'.1P
2'
33
12
24
24
RELEASED FOR PRODUCTION
re-
DOORS TESTED PER
TAS 202-94
FOR STATIC AIR PRESSURE
TESTED PER
TAS201-94/203-94 FOR
LARGE MISSIL CT AND
CYCLIC 1D PRES
MAXIMU
DOOR W II'TH
16' - 2"1.
DESIGN LOAD
+42A 1 -52�
wax NONE
SPEC. WIND LOAD
AVd00
c�Ra.mn ry GARAGE 00.9
umaA�D6,6 47 NO. P-3338 I, s 2I
•••
•
•
•
•
•••
• • • • • • • •
• • • • • •
• ••• • • •
• • • • • • • •
• •• • • • •• ••
• • ••• • •
1 PANEL WIDE
4'-7-7116- MAX. WIDTH
2 PANELS WIDE
8' - 5-5/8' MAX. WIDTH
3 PANELS WIDE
12' - 3" MAX. WIDTH
//
<4;
//
//
v
4 PANELS WIDE
16' - 2" MAX. WIDTH
CENTER STILE AND PANEL LAYOUT
INTERIOR VIEW
INTERMEDIATE SECTION SHOWN
JOHN E SCATES
FLORIDA P.E # 51737
3121 FAIRGATE DRIVE
CARROLLTON TEXAS 75007
v e�+
2.62
1-T
2.00
l�
SCALE: 1:2
U -BAR
.049 80 KSI GALV. STEEL
2.61
0
4.06 2.38
SCALE 1:2
CORNER BRACKET(.086 MIN)
GALV. STEEL
2.55
0
0 0
SCALE 1:2
SLIDE LOCK
CASE .086 GALV. STEEL
.75 625 THICK
•
SCALE 1:2
TOP FIXTURE
.086 GALV. STEEL
0 .52
2.26+
2.62
.62
SCALE: 1:2
CENTER HINGE
.055 GALV. STEEL
0 f28
O 2.
1.93
.27-L
TI
R .22
SCALE 1:2
EDGE HINGE
.086 GALV.STEEL
9.38
9
SCALE: 1:2
2" TRACK
.086 MIN. GALV. STEEL
1.50
3.18
SCALE: 1:2
3" TRACK (OPTIONAL)
.105 GALV. STEEL
SCALE: 1:2
ROLLER CARRIER
.116 GALV. STEEL
ATTACHED TO LIGHT COMMERICIAL TOP FIXTURE
WITH (2) TRACK BOLTS AND WHIZ NUTS
4 25
SCALE: 1:1
SHEET METAL SCREW
2.31 I-� 1.00
x.65
• •• • • • • ••
• •
• • • •
• •4"w7• • • • •
• • • • , VARI6 WITH • • • •
DOOR HEIGHT
0 .42
0.65 6
SCALE: 1:1
RETAINING NUT
SCALE: 1:1 SCALE: 1:1
5(16' X 1" SELF DRILLING 5/16' X 5/8' THREAD
SCREW CUTTING SCREW
• .•. • ••• ••• •••
• • •
• • •
AL 1:2
• •
• •• •• ••
E MOU T
••• .0 GALV. STEEL• • • •
:0 A3
SCALE 1:2
TRACK ROLLER
80 KSI TENSILE STEEL SHAFT
0 .59
.75
.62 0
SCALE 1:1
TRACK BOLT
1.75
SCALE: 1:1
3/8" X 1.3/4" LAG
SCREW
Ink! 09/011-111
GARAGE DOORS
SPEC. WIND LOAD
AV=
No.P-3338 a oF , n
•
•
• • • • • • • • • •
• • • • • • •
• • ••• • • •
• • • • • • • • •
•• •• • • • •• ••
• • • • ••• • •
. S B1
THE HORIZONTAL TRACK ASSEMBLY
DOES NOT AFFECT THE WIND LOAD
RATING OF THE DOOR
3/8" KWIK BOLT 3 —
2-1/2" MINIMUM
EMBEDMENT WITH
13/16" O.D. WASHER
36"
24' MAX. ON CENTER
MAX. O.0 SPACING FASTENER SPACING
12"
TRACK TO ANGLE ATTACHMENT
TYPICAL BOTH JAMBS
01111 1 144,
No.51737 \ S
*; t*_
Ir- A:6 ; ; 8TA,EOF :.
/ SOON' `,
JOHN E SCATES
FLORIDA P.E 6 51737
3121 FAIRGATE DRIVE
CARROLLTON TEXAS 75007
2.50
12'
3B'X KWIK
BOLTS
1
OPENING_
WIDTH
5/16"X 5/8" THREAD -
CUTTING SCREW
WITH 13/16" O.D.
WASHER OR 5/16" X
1" TEK SCREW WITH
13/16" O.D. WASHER.
3/16" MINIMUM
STEEL THICKNESS
OPENING HEIGHT
ANGLE TO STRUCTURE ATTACHMENT
TYPICAL BOTH JAMBS
2500 PSI MIN. CONCRETE JAMB
CONCRETE JAMB
416 LBS/FT TALL
3.5 MINIMUM
EDGE DISTANCE
AAI
NM 2.50 MIN
2.54
1.00
336 LBS/FT TALL
•
18"
MAX. ON CENTER
FASTENER SPACING
12"
8"
OPENING
WIDTH
3/8"X 1-3/4' LAG
SCREW WITH
1" O.D. WASHER
OPENING HEIGHT
ANGLE TO STRUCTURE ATTACHMENT
TYPICAL BOTH JAMBS
STEEL JAMB
CONCRETE JAMB WITH 2X6
416 LBS/FT TALL
E 1.72
1.00
STEEL JAMB
416 LBS FT TALL
,4iiI• • • • •• •
• • •
• •
• .• .
-Ii • • • •
PIMiimi5/16" X 5/8"
• • • CUTTING • • •
• •
• SAREY$ • •
• • • • • •
• • • •• • • • •
1/4"X4
TAPCON
- 3.00 MAX
1.89
18"
MAX. ON CENTER
FASTENER SPACING
1.00
12"
8,"
L_
$ 3"
OPENING..
WIDTH
2X6 82 SOUTHERN PINE
OPENING HEIGHT
ANGLE TO STRUCTURE ATTACHMENT
TYPICAL BOTH JAMBS
WOOD JAMB OR
WOOD OVER CONCRETE JAMB
SOUTHERN PINE
• • ••
•••
•••
••• •
• • •
••
STEEL JAMB
416 LBS/FT TALL
5/10' X 6"
TEK
•3dnLOW
•
336 LB ;ALL : • • • 38 LtiS!T TALL : •
JAMB LOADS PER FOOT OF DOOR HEIGHT
: • 336 LBS/FT TALL
DIMENSION A
FROM TABLE
6"
•
•
2X6 WHEN MOUNTING TO
CONCRETE CONSTRUCTION.
NO WIND LOAD APPLIED TO
THIS HORIZONTAL MEMBER.
2X6 82 SOUTHERN PINE
WHEN MOUNTING OVER
MASONRY, 2X6 MUST BE
TREATED. SEE CHART FOR
ATTACHMENT TO STRUCTURE
OPENING
WIDTH
OPENING HEIGHT
2X6 ATTACHMENT TO STRUCTURE
TYPICAL BOTH JAMBS
WOOD STRUCTURE OR
WOOD OVER CONCRETE JAMB
2XA ATTACHMENT TO STRUCTURE
STRUCTURE
TYPE
FASTENER TYPE
YNMUY
EMBEDMENT
NM
WRENS
EDGE
DISTANCENCE
Y NUM ON
CENTER
SPACING
G
oNENSpNA
f9CK
ALLOWABLE
TENSION
LORI
25PSI MIN CONCRETE
0D
WIHTM � APCON. LRUB1
O wAB ER
Y
25
7
26
99t
SOUTHERN PIKE
YB'X3'
WITH 1 -lar 00 WA WASHER
150'
ISO'
15P
27
620
SPRULE PINE FIR
YB'X3'UG
W211-11.1 Ar 00714.11£0.
Imo.
150'
150
IT
982
PEP. Br SW
090.9i utlt
AaStaIDIAI
GARAGE 0000.4
SPEC. WINO LOAD
AV300
No.P-3338
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office (972) 492-9500 1 fax (972) 492-0077
October 19, 2016
Raynor Garage Door
Gary Wedekind
1101 East River Rd.
Dixon, IL 61021
Re: Raynor AV300 Aluminum Doors
To Whom It May Concern:
At the request of Raynor Garage Door, I have reviewed the drawing and test listed below. The
test was conducted by Underwriters Laboratories according to TAS 201/202/203-94 (and -09) test
procedures. The pressures listed on the drawing is the direct result of these tests or conservative
engineering rational analysis from the actual tests, except that no extrtpolatan of impact .
pressures were used. I have concluded that the construction shown on thiwirpring ro npfies •.
with the structural requirements of the 5th Edition (2014) Florida Building Cocls...l certify that 1 . .
meet the requirements of "independence" as detailed in Florida Statutes. •
..• . •
Testing included all aspects of the TAS process, including:..'..'
.
1. Static pressure testing••
•
2. Impact and cyclic testing •
3. Meeting the deflection recovery requirements •• •
4. Meeting the forced entry requirement •••
5. The aluminum extrusion were tested for hardness per ASTM B647, test report
SV30712-20161010-Report, dated 10/10/2016. This testing was included in the UL test
report
Additional HVHZ requirements were met:
1. The door is made of Aluminum extrusions with nominal wall thicknesses of 0.063" and
0.075", exceeding the minimum 24 gauge required.
2. The door is made of Aluminum extrusions. G90 galvanizing does not apply.
3. This door contains no plastic/insulation. Flame Spread & Smoke ratings do not apply.
Drawing
P -3338 -Rev A Model AV300 up to 16'-2" wide, +42.0/-52.0 PSF
Raynor AV300 Aluminum Doors
Test Report
Test Report
UL Report No: "SV30712-20161004-Report"
also designated as Miami -Dade Report No: "UL16007"
The test facility was located at:
UL LLC
750 Anthony Trail
Northbrook, IL 60062
This test report was dated 10/10/2016, with a 10 -year retention period.
The test report is signed/sealed by a Florida P.E.
Calculations
The tested jamb attachment was confirmed via calculations:
The fastener Toads to attach the track to the building were computed foo.rdnarison tou the
tested door configuration. For attachment to a concrete wall, the Kwik -Bolt 3'aisdhor limits were
determined from ACI 318-08 (and -11), Appendix D. Wood fasteners (lag screwltwere computed
using National Design Standard for Wood Construction (NDS). Steel screw allatyable IoVISNttre
taken from tabulated results in ICC ESR -1976. The minimum spacing of thewup+I•fastenp's were
chosen as the least result from the Test and the Calculations.
Installation
•
•
•
. .
. .
• • • .
•
• •
.. •
Anchorage Requirements:
••• •
..
The door drawing includes means to attach the door to Wood, Steel, or Concrete building
structure as detailed on Sheet 3.
This Evaluation Report does not address design of the wall/jambs themselves, but provides
the anticipated jamb loads that will be generated by this product, also tabulated on
Sheet 3.
Model Description
This Evaluation is for "AV300" Aluminum Full Vision Doors by Raynor. Door rails and
vertical end stiles are constructed of aluminum extrusions with nominal 0.075" thickness.
The vertical center stiles are constructed of aluminum extrusions with nominal 0.063"
2
•
Raynor AV300 Aluminum Doors
thick extrusions. Aluminum is 6063-T6. The shapes of these extrusions are shown on the
drawing.
Maximum section height is 26-3/16".
Glazing is impact resistant glass consisting of two pieces of 1/8" tempered glass with a
0.090" thick PVB inner layer. The glazing is attached with aluminum retainers secured to
the door with #10 x 1-12" screws on 9.27" max spacing. Additionally, a PVC lip ("glazing
channel") is secured to the perimeter of the glazing with 3M 540 adhesive to assist in glass
retention.
Maximum glass size is 43-5/16" wide x 17-3/4" tall, resulting in a "clear opening" of
41-15/16" x 16-3/8".
Limitations
The drawing cited above is an explicit part of this evaluation report. The text of this report
does not attempt to address all design details, but relies upon the illustrations and text of
these drawings and instructions as well.
•
•
Each door should be chosen based on the design "psf" requiremer; j ttrmin.ed fpr a
specific installation or locale. (The psf ratings for garage doors are iteet.results:witP an
overload/safety factor included, and thus are ASD results.)
The maximum opening width approved with this report is 16'-2".
....
. •
••••
The maximum door height approved with this report is 24' nominal. ••••••
•
•
•
•
• • •
•••
• • •
•• •
• •
•
• • . •
Door width may not exceed the tested door width. However, doors rorrower tharl'ttSted
width are allowed, but carry the same psf as the tested product toeineintain its•impect •
rating. • •
•
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both edges must be engaged with a lock prior to the wind event.
These doors have been evaluated for use in the Florida High Velocity Hurricane Zone
(HVHZ).
Digitally signed by;John E. Scates, P.E.
Date: 2016.10.19 19:14:47 -05'00'
John E. Scates, P.E.
FL PE #51737
MONO 1
No. 51737
* *
r0 '4 STATE OF
*
//,,& ONAL
3
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