WS-12-1350Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 176148 Permit Number: WS -7 -12 -1350
Scheduled Inspection Date: August 20, 2012
Inspector: Bruhn, Norman
Owner: FLECHET, ERIC
Job Address: 955 NE 92 Street
Miami Shores, FL
Project: <NONE>
Contractor: J &G CARPENTRY INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number (305)335 -0870
Parcel Number 1132060060050
Phone: (561)333 -5042
Building Department Comments
CHANGE OUT 1 DOOR
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
August 17, 2012
For Inspections please call: (305)762 -4949
Page 14 of 33
Miami Shores Village P-mnit-ETIVED
JUL 9 iel8
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
1.7L,,12
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS: qc S t T s T
City:
Folio/Parcel #:
FBC2OIC) 2
Permit No. WS 1 2 -1 b
Master Permit No.
ROOFING
Miami Shores
County: Miami Dade
I l 3 ?-o!o • vv6,- 005 0
Zip: 3 I
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): F ` � o.+ 1 er-L . nem ; Phone#: 305 -'7 q/
Address: '4? SS (G L 57
City: fri. L4I 5 hvY&s state: - zip: 33/-6?
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name:
Address: f L't/ I s{ e:C
City: (.l),&} )°1 e1 - �(��± •
Qualifier Name: 05 7) 'O.-(1t6
State Certification or Registration #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
- rpe,--f-yzi 1 k c
Phone#: 5& 1 e:) b5 g05Z
State: Ft-
C&L-o - 3 1
zip: 3 6 ai 2®
Phone #: gSS 405)-
Certificate of Competency #:
Value of Work for this Permit: $ / c-214 3. CH Square/Linear Footage of Work:
Type of Work: °Addiitti�on °Alteration ) UNew epair/Replace
Description of Work: ( ha. i' j F 00 <1 J 1 door, n a ,1": e CI / r ✓ ge
°Demolition
Color thru tile:
******** ** ****+x************ **** : ******* Fees**** ********* ********:x, *** **** **** ***+x*+x** **
Submittal Fee �(� Permit Fee $ //CO o 3 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ ` Co ��
Bonding Company's Name (if applicable)
Bonding Company's Address
City State A / 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, BOTI.ERS, 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 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
e . r Agent
The foregoing instrument was acknowledged before me this 5
day of Sum , 20 I a., by En t� 14 • F I eche* ,
who is personally known to me or who has produced PL-tk C
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Contractor 9
The foregoing instrument was acknowledged before °meethis
day of , 20 LAS, , by,�Gl.V✓�e5 b S)2.1/11 ,
who is g re zonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Si
UZZA 4C-L
My Commission Expires: 4-1.)61 >011
s BUZZANELL
MY WN M SSR)N # DD 976361
EXPIRES: April 26, 2014 M
4ttP.�1 0.`i' Boruled Tluu Notary Pubec, 201 miters
ommission Exp
ANGELA YOUNG
MY
COMMISSION # EE188835
EXPIRES ApdI 12, 2016
(40?) 301.0153 Plone NaUryes M,. can
***** ** ********** ****** *+x******+x******** ** ********* *+ r,**** ****+ x******** **+ x***** *** * ****** * ***** ****x *** ** * * **
APPROVED BY
%fie f/2 Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
7
ECEIVE
JUL 1 9 2Z
- --
Miami Shores Village
EPRC) \'FD
- Ofll,NlG DEPT
°.! DC; DEPT
P..!ECT 10 C(.P,IPI.IANCE W111-1 ALL FEDERAL
r (,Ir�, { HLLES AND REGULATIONS
1
36" X 80"
REPLACE DOOR IN 1 OPENING ONLY.
NEW DOOR TO BE IMPACT RESISTANT -
HURRICANE SHUTTERS NOT REQUIRED.
OPENING
NO. WDTH. HGT.
SQ.
FTG.
WIND
ZONE
OPENING
PRESSURES
POS. NEG.
PRODUCT
APPROVAL
(N.O.A. #)
DESIGN
PRESSURES
POS. NEG.
COMMENTS
1 I 36 I 80
20.00
4
38.2 I -41.6
FL14569.1
60.0 1 -60.0
LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS.
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN ROOF HEIGHT = 11 FT 5 IN
FLETCHET RESIDENCE
955 N.E. 92ND STREET
MIAMI SHORES, FLORIDA
DOOR REPLACEMENT PLAN
04/09/2012 - 4:42pm gabriels
F:101 Project FUes\_2010- MPS\400 Wind Chart&Reference\00- MPS10-400 Series C&C (Current).dwg
2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD"
DESIGN LOADS FOR COMPONENTS AND CLADDING
INTERIOR ZONE 4 PRESSURES
Mean
Roof
Height
• IGN PRESSURES PS - ZONE 4
10
15
��
/ 20
iv Ight
.
E:61
)
b
Ni..: „x„
0a,
) °
4-
•
,, :0
4er
�••;
x
i
30
-15ft
16ft
+40.6
-42.4
+39.0
+39.5
- 41.6
+38.2
• '
-41.1
+37.7
+38.2
40.�
+372
+37.7
E
1 I
17 ft
- 44.6
+41.1
- 43.5
+40.0
- 42.8
+39.3
- 42.2
+38.7
- 41.7
+38.2
-4"
+37.8,,
18ft
-45.1
41.6
-44.0
+40.5
-43.3
+39.7
-42.7
+39.1
42.2j
+38.6
+36.4
+36.1
+35.9
-54.4
1 .Y
19 ft
- 45.7
+42.1
- 44.6
+41.0
- 43.8
+40.2
- 43.2
+39.6
- 42.7
+39.1
-42
+38.7
?
dJ,L
20 ft
-46.2
42.6
- 45.0
41.4
-44.2
+40.6
- 43.6
+40.0
- 43.1
+39.5
- 42.7
+39.1
- 42.3
+38.7
- 42.0
+38.4
-41.7
+38.1
21 ft
-46.6
43.0
- 45.5
+41.9
-44.7
+41.1
- 44.1
+40.4
- 43.6
+39.9
- 43.1
+39.5
- 42.8
+39.1
- 42.4
+38.8
-42.1
+38.5
22 ft
-47.1
+43.4
- 45.9
42.3
-45.1
+41.5
- 44.5
+40.8
- 44.0
+40.3
- 43.6
+39.9
-43.2
+39.5
- 42.8
+39.2
-42.6
+38.9
23 ft
-47.5
+43.8
- 46.4
+42:7
-45.6
+41.8
-44.9
+41.2
- 44.4
+40.7
- 44.0
40.3
- 43.6
+39.9
- 43.3
+39.5
-43.0
+39.2
24 ft
-48.0
+44.2
- 46.8
+43.1
-46.0
+42.2
- 45.3
41.6
- 44.8
41.1
- 44.4
40.6
- 44.0
+40.2
- 43.6
+39.9
-43.3
+39.6
25 ft
-48.4
44.6
- 47.2
+43.4
-46.4
+42.6
- 45.7
+41.9
- 45.2
+41.4
- 44.7
41.0
- 44.4
+40.6
- 44.0
+40.2
-43.7
+39.9
26 ft
-48.8
+45.0
- 47.6
+43.8
-46.8
+42.9
- 46.1
+42.3
- 45.6
+41.8
- 45.1
41.3
- 44.7
+40.9
- 44.4
+40.6
-44.1
+40.3
27 ft
-49.2
45.3
-48.0
+44.1
- 47.1
+43.3
-46.5
+42.6
-45.9
+42.1
-45.5
+41.6
- 45.1
41.2
- 44.7
40.9
-44.4
40.6
28 ft
-49.5
45.7
- 48.3
+443
- 47.5
+43.6
-46.8
+43.0
-46.3
+42.4
-48.6
-�
�
+•i�"
iA
•
iax
29ft
- 49.9
4
+46.0
- 48.7
4
+44.8
- 47.8
43.9
- 47.2
+43.3
-46.6
+42.7
+38.5
L `
,.
, (I
30 ft
-50.3
46.3
-49.0
45.1
-48.2
44.3
-47.5
43.6
-47.0
43.0
F ` °
"
22 ft
,x.43.4
42.3
32ft
-51.0
+47.0
- 49.7
+45.7
-48.8
+44.9
- 48.2
+44.2
-47.6
43.6xx
l '
+38.9
23 ft
r"t
r
V J�
35ft
-51.9
+47.9
+479
-50.7
+46.6
- 49.8
5.7
+45.7
- 49.1
+45.0
-48.5
4 4.5
)
i
;,--.1
•
40 ft
-53.4
+49.2
-52.1
+47.9
-51.2
+47.0
-50.5
46.3
-49.9
+45.7
-49
+45.2
- `a ,
J
''''. 6:
'.�
45 ft
-54,8
+50.5
-53.4
+49.1
-52.5
+48.2
-51.7
47.5
-51.1
+46.9
-50.6
+46.4
-50.2
+45.9
- 49.8
+45.5
-49.5
+45.2
50 ft
-56.0
+51.6
-54.6
+50.2
-53.7
49.3
-52.9
48.5
-52.3
+47.9
-51.8
+47.4
-51.3
+47.0
-50.9
+46.6
-50.6
+46.2
55 ft
-57.1
+52.7
-55.7
+51.3
-54.7
+50.3
-54.0
493
-53.4
+48.9
-52.8
+48.4
-52.4
+47.9
-52.0
47.5
-51.6
+47.1
60 ft
-58.2
+53.6
-56.8
+52.2
-55.8
+51.2
-55.0
+50.4
-54.3
49.8
-53.8
+49.3
-53.3
+48.8
-52.9
+48.4
-52.6
+48.0
0
Yo
O
z
z
0)
0
O
O
I
3
U)
1-+
O
t-�
REMARKS
INIT ISSUE
DRWN
GSS
CHKD
TSB
EXTERIOR ZONE 5 PRESSURES
Mean
DESIGN PRESSURES PSF - ZONE 5
Roof
Tribute Area • Ft
iv Ight
10
15
20
25
30
35
40
45
50
t
-53.6
-513
-50.0
- 48.9
- 47.9
- 47.1
- 46.4
- 45.8
-45.2
+40.1
+39.0
+38.2
+37.7
+37.2
+36.8
+36.4
+36.1
+35.9
-54.4
-52.2
-50.7
- 493
- 48.6
- 47.7
- 47.0
- 46.4
-45.9
40.6
+395
+38.8
+38.2
+37.7
+37.3
+36.9
+36.6
+36.4
55.1
-52.9
-51.4
-50.2
- 49.2
-48.4
- 47.6
- 47.0
-46.5
+41.1
+40.0
+39.3
+38.7
+38.2
+37.8
+37.4
+37.1
+36.8
-55.7
-53.5
-52.0
- 50.8
-49.8
- 48.9
- 48.2
- 47.6
-47.0
-'
+41.6
1.6
4 0.5
+39.7
+39.1
+38.6
+38.2
+37.9
+37.5
+37.3
-56.4
-54.1
-52.6
-51.4
-50.4
- 49.5
- 48.8
-48.1
-47.6
+42.1
+41.0
+40.2
+39.6
+39.1
+38.7
+38.3
+38.0
+37.7
20 ft
-57.0
+42.6
-54.7
+41.4
-53.1
+40.6
-51.9
+40.0
-50.9
+39.5
-50.0
+39.1
- 49.3
+38,7
- 48.7
+38.4
-48.1
+38.1
57.6
-55.3
-53.7
!�T
:�
-48.6
21 ft
+43.0
+41.9
+41.1
y:.
-
"
;,
+38.5
-58.1
-55.8
-54.2
' :
-
*
F ` °
-49.0
22 ft
,x.43.4
42.3
41.5
,x 4
11
,.= ,rey
" '
l '
+38.9
23 ft
+43.8
+42.7
+41.8
.,-, •®
•
5
+39.2
-50.0
24ft
+44.2
+43.1
42 2
151Q0.11-'''
+39.6
25 ft
59.7
+44.6
-574
43.4
-55.7
42.6
01
t.
R i.F
26 ft
+45.0
+43.8
+42.9
+40.3
27 ft
-60.7
+45.3
-58.3
44.1
-56.6
+43.3
-55.3
+42.6
-54.2
+42.1
-53.3 -52.5
+41.6 +41.2
-51.8
+40.9
-51.2
+40.6
NZ61.2
45.7
-58.8
443
-57.0
+43.6
-55.7
+43.0
-54.6
+42.4
-53.7 -52.9
+42.0 41.6
-52.2
+41.2
-51.6
40.9
En61.6
+46.0
-59.2
+44.8
-57.5
+43.9
-56.1
+43.3
-55.0
+42.7
-54.1 -53.3
+42.3 +41.9
-52.6
+41.5
-52.0
+41.2
CM-62.1
46.3
-59.6
+45.1
-57.9
+44.3
-56.5
433
-55.4
43.0
-543 -53.7
+42.6 +42.2
-53.0
+41.8
-52.4
41.5
-62.9
-60.4
-58.7
-57.3
-56.2
-55.3 -54.4
-53.7
-53.1
1
47.0
45.7
+44.9
+44.2
+43.6
+43.2 +42.7
+42.4
+42.1
-64.1
-61.6
-59.8
-58.4
-57.3
-56.3 -553
-54.7
-54.1
47.9
46.6
+45.7
45.0
443
+44.0 +43.6
+43.2
+42.9
en-65.9
+49.2
-63.3
+47.9
-615
+47.0
-60.1
+46.3
-58,9
+45.7
-57.9 -57.1
445.2 +44.8
-56.3
+44.4
-55.6
44.1
45 ft
-67.6
+50.5
-64.9
+49.1
-63.0
+48.2
-61.6
473
-60.4
+46.9
-59.4 -583
+46.4 +45.9
-57.7
453
-57.0
45.2
50 ft
-69.1
+51.6
-66.4
+50.2
-64.4
+49.3
-63.0
+483
-61.7
+47.9
-60.7 -59.8
+47.4 +47.0
-59.0
+46.6
-58.3
+46.2
55 ft
-70.5
+52.7
-67.7
+51.3
-65.8
+50.3
-64.2
49.5
-63.0
48.9
-61.9 -61.0
+48.4 +47.9
-60.2
473
-59.5
47.1
60 ft
-71.8
+53.6
-69.0
+52.2
-67.0
+51.2
-65.4
+50.4
-64.1
+49.8
-63.1 -62.1
+49.3 +48.8
-61.3
48.4
-60.6
+48.0
DATE
03/05/12
REV- ADJUSTED HEIGHTS
GSS
TSB
04/09/12
TWS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO,
P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART
WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, 9.5.
"ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER
MARIINOS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR Ctrtx u•ICATION.
WIND VELOCITY = 175 MPH
EXPOSURE 'C'
ENCLOSED STRUCTURE, FLAT TERRAIN
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENDED TO
DEFINED AS THE CR► Wx
USE OF CRITICAL C•
2. TABLES VALID 0
3. TABLES VALID F
LESS THAN 10° SHA ,. a • <=
4. IDENTIFY THE B 1 '
CANNOT BE IDENTI
5. ALWAYS ROUND
6. CALCULATE THE TRI ^:
THE SPAN LENGTH (HEIGHT) M
THAN ONE - THIRD SP .E
OPENINGS ONLY-
AREA OF AN OPE Li •af
BE USED. ALWAYS RO
MRH<_60'
BASED ON Kd = 0.85
ORST CASE' PRESSURES. 'WORST CASE' IS
WN VARIABLE AS DESCRIBED BELOW.
THESE TABLES.
ROOF HEIGHT AS LIMITED ABOVE.
APPLICABLE REDUCTIONS FOR ROOF SLOPES
INEER AS A SITE SPECIFIC CONDITION.
OF HEIGHT. IF THE MEAN ROOF HEIGHT
LE VALUE OR CONSERVATIVE ASSUMPTION.
E OP I14 QUESTION (HEIGHT * WIDTH) OR
Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
).a.._4THE AREA BETWEEN STRUCTURAL
RAL MULLS. IF THE TRIBUTARY
' • CRITICAL (10 SQUARE FEET) SHALL
70 THE LESSER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS TFI " ' B i SH "D, �- ° `-'' �' GEST PUBLISHED VALUE.
7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
8. READ OFF POSI7J:VE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A
FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
GENERAL NOTES:
1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN
METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE
CRITERIA AS OUTLINED HEREIN.
2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL. FACILITIES OR ASSEMBLY
OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) FOR USE
WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH
LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR
WALLS AND VERTICAL SURFACES ONLY
3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
ING WIND VELOCITY, EXPOSURE, AND OTHER
USE OF THESE TABLES AND COR
COEFFICIENTS LISTE
BUILDING DEPARTM
VALUE USE IS OFFE
5. THIS SPECIFICA
CERTIFICATION. RE
APPROVALS FOR DE
VALUES WHICH I5 T
6. ADHERE TO ALL
7. NO CERTIFICATIO
8. EXCEPT AS EXPRESSLY P
AFFIRMATIONS ARE INTENDED.
NTY FOR APPLICABILITY OF TABLE
ANY PRODUCT APPROVED
MITTED TEST CRITERIA AND OTHER
NATION AND APPLICABILITY OF THESE TABLE
CCORDANCE WITH GOVERNING CODES.
M ORDINANCES.
OF THE HOST STRUCTURE.
N, NO ADDHTIONAL CERTIFICATIONS OR
a= 10% OF '•Nmi 91i au "�4T T"•" t Sx.Yi, RH,
WHICHEVER IS SMA„.„y,e'V. L[e7.is' f4F LEAST HORIZONTAL
DIMENSION OR 3FT (1'�*' � _ - ^-'- ^° QUESTION. CONSULT
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
WALL ZONE FIGURES
2010 FLORIDA BUILDING CODE
ASCE 7 -10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7 -10
PEAK ROOF
HEIGHT
ISO
ENGINEERING
EXPRESS®
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 FAX: (954) 354 -0443
WWW.ENGEXP.COM
CERT OF AUTH 89885
Florida Building Code Online
Florida Department
Busines
Professi
Regulation
BCIS Home Log In User Registration
Product Approval
USER: Public User
Hot Topics Submit Surcharge I Stets & Facts Pubticatlons I FBC Staff I BC1S Site Map U
product Approval Menu > product or Aoolicatlon Search > AooIicatlon us; > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
JELD -WEN
3737 Lakeport Blvd
Klamath Faits, OR 97601
(800) 535 -3936
fbcOjeld- wen.com.
Janet Gerard
ftc@jeld- wen.com
Technical Representatve JELD -WEN Corporate Customer Service
Address /Phone /Email
Quality Assurance Representative
Address/Phone /Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535 -3936
customerservIceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard, Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
http : / /Www.fioridabuilding.org/pripr app_ dd. aspXT param= wGEVXQwtDquxNBjriRcYg% 2f DEHW1XNZWHXG1kgnWOgrT5F D0sQgaoQ%3d %3d[3/19/a012 8:44:27 AM)
Florida Building Code Online
DI affirm that there are no changes In the new Florida Building Code
which affect my product(s) and my product(s) are In compliance with the
new Florida Building Code.
Documentation from approved Evacuation or Validation Entity QYas ONO ®N /A
FL14569 R2 COC SA14569 stoned and cert.odf
Method 1 Option A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
12/16/2011
12/16/2011
12/18/2011
14569.1 Steel, Wood Edge Door
6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing - LMI
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -60
Other: Product must be installed per manufacturer instructions as
stated on drawing JW050903
Certification Agency Certificate
FLt4569 R7 C CAC NI006255- R4.PDF
Quality Assurance Contract Expiration Date
09/30/2013
Installation Iinstrucdons
FL14569 R2 II JW0509- 03.PDF
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL14569 R2 AE PFR 1398 6- 13- 11.odf
Created by Independent Third Party: Yes
Contact Us •: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850- 487 -182g
The State of Flodde 1s an ANEEO employer Cnovrfaht 2007 -2010 Stata of Flndda. :: P1v cv Statement :: AMelidlgtataIA031aL •• EANEILSTAtamear.
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmasterl5dber.stale.8.us.
Product Approval Accepts:
Ea El
htl aJ: /jwww.floridabuilding.org/pr /pr_ app_ dd. aspx? param= wGEVXQ WtDquXTVBjdRcYg% 2fDEHW1XNZWHXdkgnWOcirTSFDOstagaoQ%3d%3d[3/19/2012 8:44:27 AM]
JELIIWEN® Steel
WOOD EDGE IMPACT GLAZED STEEL ODOR
OUTSWING SINGLE OR DOUBLE DOOR UNIT
LITILIZP/S COMPONENTS FROMM' INC. AND
ENDURA PRODUCTS WC,
GENERAL NOTES
I , Trif$ PROCUCT 41)65r.Apaa 10 =Piety win GURRVAT FLORIDA 81.ILDS6
CODS OBLVERSEON TIE SEWED ANDSEAIET)134 TE; WCUA704/3/4M7.010rt,45
(WINE-VAUNTED pi ADDEIRDINCE WM( THE ECALCAvaia
TA 6 26149 ASTI ETINS02 AS7V EISte09
FAS W2.91 ASTUE331-00 ASIII ERAN-09
149 Mel ASV 6283411
E. Ray, guERE ev °mots MUST DE AMNORED PROPERLY TO
LOOS 10 THE STRUCTuRe
1 PRODUCT ARMORS SNALL SE AS (67ED ANOVA= AS SWAM 0 N DETAILS
ANCHOR ENEEDIEERT 10 6456 MATER/At SMALLS E ENYOPIO WALL DRESSAVG
OR STD=
4. DESKISED PRESSURE RATIAG SO WILE 1 PAGE I
D. THIS PROPICT MEETS T1 WRYER REOUFZINEWIS FOR I varrcire
KA:MOW MAN PPA44
6 PROCIRK DOES NOT REOCERE SHUTTERS
INSULATED STEEL DOOR (Cogency b 80 !Milne CandINMS
DOOR LEAF OCWSTRUCTION:
Few sheets: 24 GA (0.02f • rein) thicamMe. Elalimatree sfeef A•E25
commemill query MOO per AVM= wffi avelage norriniter yield
stump Fyneml..70627 psi
Com AO= Expanded paewlynine WM 1.0 to i.25 maser. oy died-Wee WC
Panel Cerc~cm Thoth w err, Men*e panels eie ceeeflUCted Peet EA OA
raTlar minnalwarizad awe. The face shoes al fop Ere bagel are Eerie Weyer
toP 810 DM= MIS. The rap ree =awes 1.0 010 x I Stir wee The Woe
bOtrOm RP 'mastoid 121latMx 1.6er wide. The Seks o1 Ow face female am rell
femme Ilan ate LIM sc I Nage sales ~ measure 1.00' NORA 1.688' rotle The
inferrer owe/ iS Cod Oh ex parried eolysaiene The law sheets am game 10 Me
amended parnmme The peeks me art me tre ereiro-pl000 «XL Alfmendel
ALLEN frame L#fts ex glared w teRipasad lardnalad lima& r on
double daor sppicelitme Mac& a dace' N knee WM n mondial aturriman
aseagal 6M-75 altry, raanufaMuma by Endwa
The &Drees are canstnaled krtgerleinfed pine lambs
ireaserkig 441 t 1-11e. 7116 hemi jarztss m moraissa am, bunched to
the side pets. and Oath& xi* three (31 1SGA 7/16"C(DWO x ex79
saaples
011 each ea The aresNyoM is attached to the side iambs with
avec r J 1664 746 ° mem x beg stages en mach
gign 001. insdated Ole al r mere MIcarless, conelslIng al one (1)
parte oSO.1. ogss; 0.$ al/ 41.9ce: tee (2) paves of 0.12r
GAMOW WO .097 PVB frearleyer by Sayre. AD 61e$ am stiff
\....glazed Into Me panels.
1EF ASTRAGAL BOLT fltu # 12
DOURLS 0117SII,C UJ1IT (x.r1
scat v• —r
TIME 1 DEMNPRESSWIE RAMS
/0
APRROVER FOR USER14611E
PROTECTOR MR WATER
INFRTRATEW el MOIE°
w24311VE
WEAR*
SHEET
TABLE OF CONTENTS
MIR
3
4
6
DOWRY *Peed by Alex Sou
Reason: I am eppuovero Vt
document
Balm 2011.1007 e91:48
0400'
NOTES:
1 - ALL VIEWS FROM EX1ERIOR.
2 - FOR HORIZONTAL ANCHOR IN 1 X BOCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR OEMs.
3 - FOR toelictIOR IN 1X mac OPTION IN
SEE SHEET 4 FOR DETAILS.
i
6
I 0 r-
•
a
OW gels,*
a iii,
0 &a 2 0
.
Pitt; . .5 -, at re) ro
t,
16
el Oa CI tO.
a
2
x
VO. -4'1111? c
•VOpsoo!:e
4,;;IPIc444-0;0,
0
ItiO
11.6siiSerfroIdu
fteRaila.04.010.66,41
CEORtisir.11.144.
UM, AMINsirs'Avilat0E. as
MIR 153PARK, R. WM
MO MI. 00 AMMO:18SM
SAFFEU
.N1050-03
woo 1 or 7
aitCilth:
11111111:,, XITI7iL LT•:".,JOUr..4 1 an;ramoi
• IIKUt "111111MICIliriCEE',FETZTai :1111117'1111111111111
ariM11111111. I
Ell
11F1iaTrir2JEF-ar...1-innuirt7ilmazier
• ralEllEiLLAWtatu. C.,ID.F4P2.:17C1/111111111112.13111111111
Fir 111151FAZIEAFANTirrillilElliPalll
EMI l'z'MliirittilraZti.z.Arrtfillell111111111111111Eiiiiillill
iii; EI inW:D77111V.YDIIIIIII1111111111111111112(171723111
:Miff ij AIL X oictirilln11111111-114.=.11111111
OILAD
INEWIL1E7.7ZINIFIlli1.74111111111111111111111111111111111111111111
ELM CIII;74/11:4Y31-1111111111•111111111111111111111111111aW411111111
iru:
EiriT2.1P741M41-124/SILM11111111111111112122111:2111
Est210?1113:iltiCtie'4tiriti.231Ktiii.'111F11 I
=1F-.) :.p.D.A1•11111111i1110111111111111111111111111., 11111111
• c..5..01EAL.......4-.-1:AJL111311111111011111111111111111111111111111ut
• EK1111-flaTI:".......11111111111111111111111111111111111EADIA,
lift 7
tA• ill :Ai,' ;:s.c.,,X27:11[7/..-i-1111111}
• tra:A= pujEDA.A........ • ,r-3.17.
IP-11 t It. rQ7.11E.Pri3111F4F3111111111111111111111111111111
ki...,11;:q(01111111111111111111111111111111111111111111111•1111MI 111111BA1111113
r• i.:2201.11ILLIMIti-2...1.411111111113.02.311111111
Ear, orrram.,
,m777-•.6311
vori,g,r),,w,- ipzuju'Llte 1111EL..7'
riii reAll,',*,1111t;:wrio *
ell
tbartrinita) kk--sgaimaromuzi:amomr2T-44.1.
1:13P-11 t.1111107,111m
111
1111Z:
(/) ASTIEMAL ant
w 17E
WES
D Amin =MR SWAG OEM F. SiEET 11901. OF 14 WRIT*.
In LAM Ato maw 000E 0,0E5 bow TO Asta004. liMi AONsuak parr mon
aonp rota Ram ?sr r mars
RAT rIESS WOW SOM.
ERR*I VO SIASTRat RARTIONa0 PiAT Mgr C9DoNAL apr as may want
IDLAMA 1050,6ir ANO woo SCREW roam a*Paaa MOOS j5 * #341 SEE
9d17
rri FOR oaRaraNfAL N4007 Is ix RitSc moo pw arsomarrcoecrem saw • Pr*
WASS
t ‘410040
/TN arnakura FFOFOS seam or KM OR JAYS AS 1.016
AS WWII . •
0
E *
VS■ TATE or
Sao A• 10.74,11,..,4°S
14,
AO* t00030
um* P.E. NO. OW
dlif000001.10
0-1,01.0000 00.106.410
140000000" /am
000.0F 00000,200
oa EAG
IrrS, SAFFELL
ni0100
5O9-O3
goo or 7
1 /a• MAX.
0E704 A
9{f. 7
arif Amp
1 1/4'
III. E78
1 1/4'
secror Or' ron at sus As tam
am 2/5/08
NOTED
st CAD
tL ONRYICONCRETE INSTALL
TWNOFHEAD OR Jam
jlifrAIL A
SCALE- 3" -1 •-0Cr
DATAA B
Ls- 3 =r " -G"
i71•• BTATE OF •
%,�,p••,r 1047.11 q,
.6pR�0, '.�2•
MOO* aa44416111101
gee
tit w.. VAIMV444116,4111 9411.014
%[BQPiIbCA
WM
MOM CO47304,41,1211.4161./$444
owo. an EAG
au- ars. SAFVELL
MICRO
JWO5O9 -03
aL
4 9/14'
5 1/2.
5 112•
DETAIL 4 —111AVE MOONTIM
!WAIL B DivrAIL C
TBROVROLT PLATE 1121? BUD S17TXS PLATES 70 hytas
SCALE- r +=I —0' =ALB. 3,/r• —0"
DU. 3/8" ASTRAGAL RETAINER BOLT HOLE
TPRU 7144SSHOLEVIAASONRY 1-3fr DEEP
x 1/4° CU-0 SPACER
U.000 FVO
INTOILAYER UV
SOLUTIA
(N0 #08-0206.01)
5/5-
5.54kNBFR's dir
2/5/08
SAFF
scout,
EA0
—03
4 9/16-
2TIOD Ma flAVDRIOINTRL) PINS
SCALD 8" '1 –0"
—2 vr
,t.
@ASTRAGAL S?RIAT PLOT
XALD 6" .4.-0"
–16 r-9/16.
RIME 41:4-751, GA. MINESSION AWTH/12837WIP
LIS-660 SCALD: 6" =1.-6"
sc&z.e. r
RA ALUMINUM ASTRAGAL
SCALD: 6"
OLOCIT – MOOD
SCALD 6"
ASTRAGAL BOLT
T– CLR 87767Z 4IVP
& =ow crRamia.r
SCALD
6 –O
3/16. C –SINK
OTE
1–USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" IN. EMBEDMENT
WHEN INSTALLING 11110 W000 SUBSTRATE AT HEAD & JAMBS.
2–USE ge II 2 1/2" P111 W000 SCREW WHEN INSTALLING INTO %ARUM
3–USE 3/18" IT* TAPCON ANCHOR W/ 1 1/4" kiN. EMBED.
WHEN INSTALLING INTO CONCRETE/IMASCNRY SUBSTRATE AT &MUTE SILLS.
DATAIL 4 – COURTRIATIND PSTAIL
SCALD- I/4" 4.1
)1.1. ,1* 1
sous- I -a-
-11 11/1r
TOP RAIL (LVL)
NAM' STILT (LVL)
Lac" swis ekro
SCALD 6"
-----0131101111t0 NAMI
— 2 1/2" --
5/18" –.H-- 7/8
OMR! MRE G4 V.
srAza-
ASTRAGAL SILL
RIAD PLATA*
SCALD* 6" .4 –e"
1. 1".-- I
ODL ALLAN FRANZ
MINIM 6063 re
r
VINIODU
REGASIV
ettInteMAKS.7.60.
IV W. &MAWS Oat MAN,
4108MAPM404. $2763
MPS COMO, eart9.00,4000
WT8 2/8/08
mAk AS NOTED
aec. et
EAG
o res. SAFFEU
OWING NW
Ja0500-03
San 2- or
CertWorks ... It works
FBPE Certificate of Authorization No, 28520
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407.644.6957 PM
407.644.2366 FX
info @certwrks.com
Product Evaluation Report
of
Jeld -Wen Inc.
Wood Edge Impact Glazed Steel
Outswing Door
for
Florida Product Approval
FL# FL14569
Report No. 1398
Florida Building Code 2007
Per Rule 9N -3
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— A (Certificate Method)
Exterior Door Assembly
Swinging Exterior Door Assemblies
Wood Edge Impact Glazed Steel OS Door
Wood/24 Ga. Steel
74" x 80.75"
Prepared For:
Jeld -Wen Inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Alexis Spyrou
Florida Professional Engineer # 68101
Date: 6/6/2011
Contents:
Evaluation Report Pages 1 — 4
Installation Details Pages 5 & 6
„jllililtitlt
46
,§".0 S P S;$''�.
I: 13,.. . :ATE OF �:ii
L .•�+
ijtttltlt�414
Digitally signed by Alex Spyrou
Reason: t am approving this
document
Date: 2011.06.13 15:37:29 - 04'00'
Alexis Spyrou, P.E.
Florida Na. 68101
u �` CertWorks ... Itworks
:�
FBPE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Manufacturer: Jeld -Wen Inc.
Product Category: Exterior Door Assembly
Product Sub - Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Rule 9N -3.005 (1)(d)
Product Name: Wood Edge Impact Glazed Steel Outswing Door
(Impact)
74" x 80.75"
Scope:
Limits of Use:
This is a Product Evaluation Report Issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based
on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of
Community Affairs - Florida Building Commission.
Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or
distributing the product or in any other entity involved in the approval process of the product named
herein.
This product has been evaluated for use in locations adhering to the 2007 Florida Building Code.
See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for
specific use parameters.
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code,
including, the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing JW0509 -03 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509 -03 for size and design pressure limitations.
Alexis Spyrou, P.E.
Florida No. 68101
Page 2 of 5
a � CertWorks _it works
�i
FBPE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Quality Assurance:
The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789)
Performance Standards: The product described herein has been tested per:
Referenced Data:
• TAS 201 -94
• TAS 202 -94
• TAS 203 -94
• ASTM E 330-02
• ASTM E 283 -91
• ASTM E 331 -00
• ASTM E 1886 -05
• ASTM E 1996 -05
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization # TST1589)
Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005
Report #: SPW2011 -070 Report Date: 06/03/2011
Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization #: QUA 1789)
3. Certification Agency
National Accreditation and Management Institute
(FBC Organization #: CER 1773)
Certification #: N1006255 -R4
Miami Dade BCCO
(FBC Organization #: CER 1592)
NOA #: 08 -0206.01
Products described herein are tested in accordance with standards listed above as required by the 2007 Florida
Building Code and do not require an impact resistant covering.
Alexis Spyrou, P.E.
Florida No. 68101
Page 3 of 5
CertWorks ... Itworks
FBPE Certificate of Authorization No. 28520
FL #:FL14569
Date: 6/6/2011
Report No: 1398
installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation instructions (JW0509 -03) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive
Negative
Alexis Spyrou, P.E.
Florida No. 68101
Page 4 of 5
CertWorks it works
FBPE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Installation Method
Jeld-Wen Inc.
Wood Edge Impact Glazed Steel Outswing Door
re.1 2
1//'
74
Alexis Spyrou, P.E.
Florida No. 68101
Page 5 of 5
/I\ BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407.644.6957 PH
407- 644 -2366 FX
contact @buildingdrops.com
December 12, 2011
TO: Whom It May Concern
FROM: Alexis Spyrou, P.E.
Registered Florida Professional Engineer #68101
MANUFACTURER: JELD -WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
FLORIDA PRODUCT
APPROVAL #: FL14569 -R1
PRODUCT CATEGORY: Exterior Doors
PRODUCT CATEGORY: Swinging Exterior Door Assemblies
SUBJECT: Product Conformance to the 2010 Florida Building Code
Dear Sir (Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found
all drawings, reports, referenced test standards, and associated ancillary tests as noted in the
currently approved documents listed below to be in compliance with the 2010 Edition of the
Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard
years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the
Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of
the Florida Building Code.
SECTION
DRAWING
REPORT
CERTIFICATE
CERT. EXP.
TESTSTDS.
14569.1
JW0509 -03
1398
N1006255 -R4
09/30/2013
TAS 201 -94
TAS 202 -94
TAS 203 -94
To the best of my knowledge, all referenced & included test standards, methods of installation,
details, and performance ratings have been found to comply with the 2010 edition of the Florida
Building Code.
This product is manufactured under a quality assurance program currently approved by the
Florida Building Commission.
Page 1 of 2
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407.644.6957 PH
407- 644 -2366 FX
contact @bulldingdrops.com
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial Interest with the Laboratory that performed
the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s).
t`collataaaa,,,�
Respectfully submitted, ,,�o� -(c,,7 cv �. 0 , ,,,,
r
• . No 0
*: *.
4 . w
..
= • /}. it
;. TATE OF W:
,4a iONA„040
Alexis Spyrou, P.E.
Florida Registered Professional Engineer #68101
ALEX SPYROU
2011.12.16`16 :29 :10
- 05'00'
Page 2 of 2
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NiQ06255 -R4
10/1412005
Structural
D; WF
06/08/2011
The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this fonn and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the Directory of Certified Products at
www.NAMICertiflcatlon.cont• Please review, and advise NAMI immediately if data, as shown, requires
corrections.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD -WEN Exterior Doors
JELD -WEN's "Steel Wood - Edge" Double
3737 Lakeport Boulevard
In- Swing/Out -Swing Entry Doors
Klamath Falls, OR 97601
w /ODL impact Glass or ODL Allen Frame and
Endura Ultimate Hurricane Astragal
Configuration :XX
Glazing: IG- 0.125" Temptered Glass/ Laminate -
0.125" Annealed Glass/ 0.090" PVB by Solutia/
0.12? Annealed Glass
Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1'10"
1-1- 6'11" H- 6'7" H- 5'4"
SPECIFICATION
PRODUCT RATING
TAS 201/202/203 -94
Design Pressure: +60/ -60 psf
Large Missile Impact Rated
Product Tested By:
Report No:
Expiration Date:
National Certified Testing Laboratories
NCTL- 210 - 3195 -1 (Structural/ Impact)/ NCTL- SJW2011 -070
September 30. 2013
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
TEL: (804) 684 -5124/ FAX: (804) 684 -5122