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WS-11-670I/
r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 158483 Permit Number: WS -4 -11 -670
Scheduled Inspection Date: August 01, 2011
Inspector: Bruhn, Norman
Owner: RUSHING, DERK
Job Address: 1351 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: SUPERIOR REPLACEMENT WINDOW
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132050230170
Phone: 786- 298 -7624
Building Department Comments
REPLACE 21 WINDOWS WINTH IMPACT RESISTANT
AND FRONT DOOR
Passed ,d(Tik/)(
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
C
July 29, 2011
For Inspections please call: (305)762 -4949
Page 8 of 30
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
TAX FOLIO NO. f/ 3&05 023 0/70
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1 111111111111111111111 1111111111111111111 1111
FN 201180257068
OR Bk 27660 Ps 32424 (1gs)
RECORDED 04/20/2011 13 :.30:52
HARVEY RUVINr CLERK OF COURT
MIAMI -DADE COUFITYr FLORIDA
LAST PAGE
1357 /f- ,5f67 di/4„„SSpace above reserved for use of recording office
1. Legal description of property and street/address: LOT 3 in' /3Lo€`k 'y cs61-- Jb4 /1 /�SJaoRE5 64/PAA?Q/< s r4TES
C' ►� i� �L 7Ne-46 A5 4.--"to 'O N' - , . / /LP4-
2. Description of improvement: f CPLAI C & W I At no W- DOORS 00614.5-4- Ar 101466=
3. Owner(s) name and address: p6Rk 1.11X/4 451-f /Nl 'fF l 1� �: ((7 Z +'1yv c►►�11
Interest in property :'`' 33 ►� Y
Name and address of fee simple titleholder: , 4
4. Contractor's name, address and pho = number:
o2la�Z `/! c
5. Surety: (Payment bond required by owner from contractor, i any)
Name, address and phone number: W/M►
Amount of bond $ tJ /A
6. Lender's name and address: //'
7. Persons within the State of Florida designated by Owner upon wh
origkel
nt
b
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s)
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDINOr OUR NOTICE OF Cs `/ CFMENT.
Signature(s) of 0 r(s l or t0
7( Prepared By /- A �C
Print Name
Title /Office ®WP✓ CA
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
l
rued Officer /Director /Partner /Manag
1 Prepared By
Print Name /4/ -/ah-I tc..s'/-2,'As
Title /Office OW/V612
J
1`3 ) L 1'02 S-C
m i Q '7 1;45°1- j I -3-5V3 r;
The foregoing instrument was acknowledged before me this /6 day of "Y-1,9,/2-/-F
By 1 G. '�'
❑ Individually, or ❑ as 1- �S
1:11 Personally known, or produced the following type of ide
VERIFICATION PU
ties of •
is sta - d
Under pen
that the f
Signet
By
123.01 -52 PAGE 3 11/07
) of
UANT TO
ury, I d
n it are.
for
cat
Signature of Notary Public: .yam
Print Name:
(SEAL)
92. 25 FLORIDA STATUTES
re that have read the foregoing and
to th be of my knowledge and belief.
CTIO
uthorized Officer/Director /Pa
By
•
/3R
S ` TTE ANN RUFFIN()
Notary Public - State of Florida
• My Comm. Expires Feb 28, 2014
Commission # DD 966271
Bonded Through National Notary Assn.
i Manager who , •
abo e:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204-Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit
Master Permit No.
APR 1 5 2111
Permit Type (circle): Building Roofing
Owner's Name (Fee Simple Titleholder) ()Egg RUSIi /th +7'1 /R//,J f u5M /Vtv Phone # (305) 7S% -o i /
Owner's Address /357 WE /a n d S TR6 f T
City Al /Afl/ S/-l'RES
Tenant/Lessee Name // /4
State j I_
Zip 33/3
Phone # N /A
Job Address (where the work is being done) 1357 NT /42,7d S rAe-e /
City Miami Shores Village
County Miami -Dade Zip 33/3 ?
FOLIO / PARCEL # I I V h.' • 0.23 0/ 70
Is Building Historically Designated YES NO X
Contractor's Company Name it-4 4
Contractor's Address r9) ,( - r "
Phone #
City State 11'
Qualifier Name rl N'ir-F- y, ''
State Certificate or Registration No. 757 C R /
Zip
Phone #t(�
Certificate of Competency No.
Architect/Engineer's Name (if applicable) C'' e A Phone #
„tc;y
; ":qr0 e;i
Value of Work For this Permit $
Type of Work: ❑Addition
Describe Work:
Square / Linear Footage Of Work:
14/Alteration ONew
6'W1? 4,'
❑ Repair/Replace
❑ Demolition
0114
Submittal Fee $ � Permit Fee $ �D De*" CGF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $.
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side -,
Bonding Company's Name (if applicable) ! V 14
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) NIA
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 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 pprov ' • and ''reinspection fee will be charged.
Signature
Owner or Agt
The foregoing instrument was acic owledged before me this / 6
20 LL,
day o
who is p rs ow
Knn t
��As ide
NOTAR _..i LIC:
-� •
I - i t i
er v.*, CHAR
fibtoryfRbIthiceStakootidorida
•; = My Comm. Expir s Feb 28. 2014
Commissi '# DD 966271
S��UF Fi.`,�
�wmra` ded Thry,! National Notary Assn.
Signature
Contractor
The foregoing instrument was acknowledged before me this 1 C.)
day of aA \ , 20 ,1, by `(I1 C F r
ho is personally known to me or who has produced
Pri
My Commission Expires:
fv241,';C�
as identi 't cation and _w
NOTARY
Sign:
Print:._ `11
caOt
My Commission Expires:
CIARA I. GUEVARA
MY COMMISSI0t4 I DD 787000
EXPIRES: May 12, 2012
Bonded Thru Notary Pulg10 Undervniters
`‘
`
a
0 CtA
************** * * * * * * * * * * ***********: *** **** *** * * * * ** *** *dc: x**************** ** **x: x: ** ********** ** *m**** * * ****
APPLICATION APPROVED BY:
(Revised 07/10/07)
Plans Examiner
Engineer
Zoning
Hom a 1I1iIi1 Ruing
Props rose 351 N 02 i Shores, FL 33138
Comment,
4 „x4„ .,'
Existing steel columns w
C 1)
�8
c m
'N l
8116
o1 11!
BLL�ao
kl
5 `.01'x'
(9a /9b /9c)
` l a/ I I b/ , lc PR 1
OIp
°°
• a
o
cv
o
o
12
Florida
� �s ....
Egress
O6
O
Egress
Mullins
13
j Bedroom
1 #2 room
TJ
1
Kitchen
Laundry [
j 14
l
15
Contractor.
Superior Replacement Window & Door, Inc.
Lic. # 03BS00463, SCC131150259
21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786.298.7624 Fax. 305.256.9411
Bath i
1
Living
Front Door
room
! -
I
[
16
I
I Bath
L
19
[
Bedroom
#I
O O
[C)
Garage
j
Garage Door
Master
Bedroom
O 2p
O
DS %-- (D
0
r)
Egress
1
'
Mores VII agi
2nd floor
APPROVED
BY
DATE,
ZONING DEPT
_
N
BLDG DEPT
\
For Window /Door type, dimensions $ calculated DP
See Page 02 of 02 /%
SWAM FEDERAL
STA1E AND COUNTY ANDJI.A1lONS
/
/
Homeowner Miriam Rushing
Property address 1351 NE 102 st, Miami Shores, FL 33138
Comments
Mark
Window 1 Door Type
Approvals
Width
Height
DPS ( +)
DPS ( -)
Thrriatrtr Smooth Star / Fiber glass door 6 panels t "X Single door
7730.2
80
80.
2
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XOX'
NOA # 09 -0312.08
106 1/4
50 518
70
-80
Series -200" Aluminum Horizontal Rolling Window / "XO"
NOA # 09- 0312.08
37
50 5/8
71
an
4
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO"
NOA # 09 -0312.08
37
50 5/8
70
-80
ituer
/' Alumina
Hi
oiling l3'in
-e
NOA # 09.0
12'
/6
8
7i
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO"
NOA # 09 -0312.08
37
38318
70
-80
8
ea
ird Seri
-200" Aluminum Horizon
Foll'ing
indct
ass
NOA .# 09- 031208
8
50 /8
70
"Eco -Guard Series -200" Aluminum Horizontal Roiling Window / "XOX'
NOA # 09 -0312.08
106 1/4
50 518
70
Ec
uard Series
00" Aluminum Horizonntal Rolling'
ndo7
NOA #
12.08
74
63
70
-70
9c
SE
widows
aerie
umihurn Tubular
ulli
09
1x4x62
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window
"Ox,
NOA # 09- 0312.08
74
63
70
-70
10
Series RD45 Aluminum Entrance Door / "X' Single
NOA # 09 -0630.07
37 1/2
78 1/2
80
-80
"Eco-Guard Series- 200" Aluminum Horizontal Rolling Window / "XO"
NOA # 09- 0312.08
74
63
70
-70
SE
widows / aerie Aluminum Tubular Mullions
NOA # 09-0 25.03
1x4x82
11 c
12
CO-Guard Series-20
Aluminum Horizontal Rolling Window
"Ox,
NOA #
-0
2.08,
74
63
70
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO"
NOA # 09 -0312.08
74
63
70
-80
d Senes -200" Aluminum Horiz`o
al
llin
ndowl "XO"
2.08
74
50 515
70
14
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO"
NOA # 09-0312.08
37
383/8
70
-80
15
16
co -Guard Series -200" Aitiminum Horizo tal Rolling Wi do'
"XO"
Nf
2.08
37
7
Eco-Guard Series -100 Aluminum Single Hung Window / 1/1
7
Aluminum -Ri -45 French `[9oiir / "X Single
NOA # 09 -0224.07
NOA # 09- 0630.07
19108
36
38 3/8
75
-90
80
0
18
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window t "XO"
NOA # 09 -0312.08
53 1/8
38 3/8
70
-80
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO"
NOA # 09- 0312.08'
37
38 3/8
70
20
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO"
NOA # 09 -0312.08
53 1/8
50 5/8
70
-80
22
"Eco- GuardSeries- 200" Aluminum Horizontal Rolling Window t "XOX'
"Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO" Egress
NOA # 09-0312.08
1.061/4
505/8 !
70
-80
NOA # 09-0312.08
53 1/8
505/8
70
-80
O
N
0
0
O N
IMM
M
74
NOA# 09- 031208
RATED: ±70 PSF
74
NOA# 09- 031208
RATED: ±70 PSF
II I
--I 4I--
I I l I I I I I
MULLION
TRIBUTARY 1x4 STD MULLI ❑N
MODULE: --- NOA# 09 -0825. 03
RATED: ±89. 1 PSF
404-3° ANCHORAGE
AS PER NOA
11
WIND ❑W ANCHORAGE
AS PER NOA
GENERAL NOTES:
1- CODE FLORIDA BUILDING CODE 2007 ED.
2- DESIGN LOAD BASED ON ASCE 7 -05, V =146, MPH, EXPOSURE: C,
1=1.0, MRH= 23' - -- PD= +50. 8, -55. 1 UNIT LOCATED IN ZONE 4
3- ALUMINUM TUBE VERIFIED BASED ON THE ALUMINUM DESIGN
MANUAL 2005 AND NOA# 09- 0825.03.
4- CONTRACTOR TO USE THIS DRAWINGS IN CONJUNCTION WITH THE
MANUFACTURER PRODUCT APPROVAL,
5- CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR
FABRICATION.
CONTRACTOR:
SRW &D
SUPERIOR REPLACEMENT
WINDOW & DOOR, INC.
21032 SW 91st COURT
CUTLER BAY, FLORIDA 33189
TEL: 305 256 -1411
W W W.FLW INDO WANDDOOR.COM
JOB: WINDOW REPLACEMENT
Rushing
Residence
1351 NE 102ND STREET
MIAMI SHORES
FLORIDA
Engineering:
EngT
3314tr.
CA 8116
5595 Orange Dr. 201
Davie, 8.33314
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
ENGCO @AOL.COM
o
'9� oa ©o°�° °ems®
®� FIGUgo ��o
SE ® o
6o9
cc
Date: 04/13/11
Scale: NA
Design by: PPMF
DRAFTING:
PK DRAFTING a MORE
Drawing Number
11 -074
Sheet
1 of 1
ENGCO, m.
Engineering Services - CA 8116
5595 Orange Drive Suite 201
Davie - Florida - 33314
Tel: (954) 585 -0304 Fax: (954) 585 -0305
Email: Engco@AOL.com
REF. #: 11 -74 Date: 4/13/2011
Contractor Superior Window/Door Replacement
21032 SW 91 Court - Miami, Fl - 33189
Job: Miriam Rushing
1351 NE 102nd Street - Miami Shores, FL - 33138
Design by: PEDRO DE FIGUEIREDO, PE 52609
Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -05 (method 2)
Florida Building Code 2007
Building Mean Height
23.00
Feet
Cladding Elevation
23.00
Feet
Minimum Width
53.00
Feet
Buildings with MRH < = 60' and 60' <MRH < =90'
(MRH =Mean Roof Height)
Roof Slope
1Roo Slope � 0 degrees
Roof Slope Reduction Factor
1.00
Import. Factor (I) 1.00
(Section 6.5.5 - Table 6.1 (V >100 mph) / Table 1.1: Category I - 0.77 Category II -1.0 Category III & IV - 1.15)
Basic Wind Speed 146 mph
(Section 6.5.4 - Fig.6 -1) FBC 1620.2 - HVHZ -146 mph Dade County & 140mph Broward County
positive
Psf
Exposure C a Zg ,5
(Section 6.5.6.2 & 6.5.6.3) 9.5 900
Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions
zone 4
Building Type Enclosed 1 L i
( Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions
zone 5
Kd - Section 6.5.4 - Table 6-4 0.85 0.85
Kz - Section 6.5.6.6 0.93
Kh - Section 6.5.6.6 0.93
Kzt - Section 6.5.7 1.00 To be used when hill height H >= 15'
Velocity Pressure (qz) 43.08 Psf
Velocity Pressure (qh) 43.08 Psf
qz= 0.00256. Kz . Kzt . Kd . VA2 . I
qh= 0.00256. Kh . Kzt . Kd . VA2 . I
Section 6.5.10
Section 6.5.10
Tributary Area
10
ft2
GCpi ( Int. Pressure )
GCp ( Ext. Pressure )
0.18 I -0.18
Section 6.5.11.1
zone 4 ( +) 1.00
zone 4 ( -) -1.10
(Section 6.5.11.2)
zone 5 ( +) 1.00
zone 5 ( -) -1.40
Wind load Psf
positive
Psf
negative
Psf
Zone 5 for units located less than 64" from building corners
zone 4
50.8
-55.1
zone 5
50.8
-68.1
End zone (a) 64
INCHES
Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller.
Also (a) must not be less than either 4% of the least dimension or 3 feet. _
ENGCO INC HAS NOT VISIT THE JOB SITE. INPUT DATA PROVIDED BY CONTRACTOR.
THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA
THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED
THE PRODUCT APPROVAL DESIGNED RATING.
Sheet W I I
Aluminum Design Manual - 2005 edition
Calculation for Single span beam (hollow retangular tube) under Uniform Load
Umbraced Span: Lb=
63 °
Inches
Tributary module: Tm=
41
Inches
Shape:
1/8 -1x4
8,
Alloy
6063 -T6
1
Modulus of Elasticity E:
1.E +07:._
Psi
Bending Stress Fbt:
15000
psi
Bending Stress Fbc:
13997
psi
Bending Stress Fb:
15000
psi
Shear Fv:
8500
psi
Section Modulus Sx:
1.02
in ^3
Moment of Inertia Ix:
2.04
in ^4
Web Shear Area:
0.94
i02
Uniform Load based on
Allowable Moment
28.7
lb/in
Uniform Load based on
Allowable Deflection
35.1
lb/in
Beam
Beam
Component
Component
Date: 4/13/2011
Job: 11 -074
Allowable Design
Pressure Pda (psf):
Project Designed
Load Pd (psf):
Check
100.0
55.1
Max. Allowable
Moment Ma (in.lb):
Max. Service
Moment Ms (in.lb):
14,259
7,783
Ok
Max. Allowable
Shear Va (Ib):
Max. Service Shear
Vs (Ib):
7,969
494
Ok
Max. Allowable
Deflection Def a(in):
Max. Service
Deflection Def s(in):
0.35
0.16
Ok I
Def. Ratio
1,80 _
Service Reaction Rs (lb):
494
•
Florida Building Code Online
1
Page.1 of 3
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications
Community
rod uct Approval
R. Public User
Product Approval Menu > Product or Application Search > Application Usk > Application Detail
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address /Phone /Email
Authorized Signature
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 Ucense
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
Sections from the Code
FL7730 -R2
Revision
2007
Approved
Therma -Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
(419) 298 -1740
sjasperson@tttechnologies.us
Steve Jasperson
sjasperson@tttechnologies.us
FBC Staff BCIS Site Map Links Search
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE -43409
National Accreditation and Management Institute
12/31/2011
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
FL7730 R2 COI CERTIFICATE OF INDEPENDENCE.pdf
Standard
ASTM E1300
ASTM E1300
TAS 201, 202, 203
Year
2004
2002
1994
http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgtuEQUn9GHIx... 4/13/2011
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
05/28/2009
06/02/2009
07/18/2009
08/11/2009
Page 2 of 3
Summary of Products
FL #
Model, Number or Name HDescription
7730.1
a. "ClassicCraft Rustic" Series
3'0 x 6'8 "Impact" Opaque Fiberglass Radius Top Single
Door (X) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.1 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.1.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EO- E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.1.pdf
Created by Independent Third Party: Yes
7730.2
x8 mpact" Opaque Fiberg'1ass ng e o r (X) -
b. "FiberClassi oothStar" k�3'fl
"ClassicCraft" oP=C ssicCraf
Rustic" Series
Inswing or Outswing ,'-'
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.2 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.2.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EO-E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.2.pdf
Created by Independent Third Party: Yes
7730.3
c. "FiberClassic ", "SmoothStar ",
"ClasslcCraft" or "ClassicCraft
Rustic" Series
3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with
Sidelite (OX or XO) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.3 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.3.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EO- E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.3.pdf
Created by Independent Third Party: Yes
7730.4
d. "FiberClassic ", "SmoothStar ",
"ClassicCraft" or "ClassicCraft
Rustic" Series
3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with
Sidelites (OXO) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.4 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.4.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EQ-E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.4.pdf
Created by Independent Third Party: Yes
7730.5
e. "FiberClassic ", "SmoothStar ",
"ClassicCraft" or "ClassicCraft
Rustic" Series
6'0 x 6'8 "Impact" Opaque Fiberglass Double Door (XX) -
Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.5 for Design Pressure Ratings,
any additional use limitations, installation instructions
Installation Instructions
FL7730 R2 II INST 7730.5.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EO- E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.5.pdf
http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgtuEQUn9GHIx... 4/13/2011
Florida Building Code Online
Page 3 of 3
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Created by Independent Third Party: Yes
7730.6
f. "FiberClassic ", "SmoothStar ",
"ClassicCraft" or " ClassicCraft
Rustic" Series
6'0 x 6'8 "Impact" Opaque Fiberglass Double Door with
Sidelites (OXXO) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.6 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.6.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE E0- E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.6.pdf
Created by Independent Third Party: Yes
7730.7
g. "ClassicCraft Rustic"
3'0 x 6'8 "Impact" Opaque Fiberglass 180° Round Top
Single Door (X) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 7730.7 for Design Pressure Ratings,
any additional use limitations, installation instructions
and product particulars. (Note - ASTM E1300 -02 utilized
for areas Inside the HVHZ)
Installation Instructions
FL7730 R2 II INST 7730.7.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL7730 R2 AE EO-E84- 00- 04.pdf
FL7730 R2 AE EVAL 7730.7.pdf
Created by Independent Third Party: Yes
Back
Next
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399 -2100
(850) 487 -1824, Fax (850) 414 -8436
© 2000 -2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statement I Accessibility Statement I Plug -in Software, I Customer Service Survey I Contact Us
Product Approval Accepts:
ill
httn: / /www.floridahuildinlr.orr /nr /nr arm dtl acnx9naram= wCTFVXOwtfnfihFClTTnQM-Mr
11/1 /701 1
8
V
THERMA TRU®
THERMA TRU DOORS
1 1 B INDUSTRIAL DR., EDGERTON, OH 43517
TEL. (419)298 -1740
FIBER CLASSIC
CLASSIC CRAFT it CLASSIC CRAFT RUSTIC
GENERAL NOTES
FIBERGLASS DOOR
INSWING / OUTSWING
tf"ImPAci,
T. 1h u os loncewitt the- 3607-Rorid0 11d nq oC de (FBC) structur'alf
-- tequkementr{neldding- . ' - • • • : • _" NVHZ
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall
be beyond wall dressing or stucco.
3. When used in the °HVHZ° this product complies with section 1626 of the Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile
level °D° and includes Wind Zone 4 as defined In ASTM El 996.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using threshold item #4 meet water infiltration requirements far"HVHZ °.
8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water Infiltration
requirements for the °HVHZ° and shall be installed only in non - habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is
less than 45 degrees."
TABLE OF CONTENTS
SHEET tt
DESCRIPTLON
1
Typical elevations, design pressures & general notes
2
Door panel details (Smooth Star)
3
poor panel details (Classic Craft)
4
Door panel details (Classic Craft Rustic)
5
Door panel details (Fiber Classic)
6
Horizontal cross sections
7
Vertical cross sections
8
Buck & frame anchoring -2X buck masonry construction
9
Frame anchoring -1 X buck masonry construction
10
Bill of materials & components
37.75° MAX.
FRAME WIDTH
35.93" MAX.
PANEL WIDTH
e�1
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0
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SCALE, N.T.S.
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FL- 7730.2
SHEET J ov j
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0
a
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5
0
P
0
9
INSWING
■ 1.y
STAR
37.75° x 82.25°
+75.0 -75.0
37.75"—i-80:75"--
: o i
iiimr
-100.0
OUTSWING
CLASSIC
CRAFT
INSWING
37.75°x82.25°
+100.0
OUTSWING
37.75° x 80.75°
+100.0
-100.0
RUSTIC
INSWING
37.75° x 82.25'
+90.0
-90.0
OUTSWING
37.75' x 80.75°
+90.0
-90.0
FIBER
CLASSIC
INSWING
37.75° x 82.25'
+75.0
-75.0
OUTSWING
37.75' x 80.75'
+80.0
-80.0
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SCALE, N.T.S.
DYKI. Err: AL
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DRAMS Bo.:
FL- 7730.2
SHEET J ov j
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0
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5
0
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0
9
8
0
0
ID
DETAIL A -A
O 40 DOOR PANEL
Smooth Star
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0000 0
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44
28.86% OPEN •
AREA MAX.
DETAIL A -A
Panel reinforcement
EXTERIOR
INTERIOR
m 0
III 111 1 Iii 1 Ilk
°HORIZONTAL CROSS SECTION
2
t-1.53" 1
TOP RAIL
OHINGE STILE
0
4.10"
1
I1IlItIlIiJlIiII
OLOCK STILE
h1.53"
ROTTOM RAIL
EXTERIOR
INTERIOR
°VERTICAL CROSS SECTION
0
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FL- 7730.2
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EXTERIOR
INTERIOR
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0 HORIZONTAL CROSS SECTION
3
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DETAIL A -A
ODOOR PANEL
Classic Craft
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TYP. 4
CORNERS
OF PANEL
DETAIL A -A
Panel reinforcement
00
44/1
28.86% OPEN
AREA MAX.
0.34"
TOP RAIL
x1.44 i
\11'
OHINGE STILE
4.06°
0.32" -
-7
® LOCK STILE
7
55 BOTTOM RAIL
EXTERIOR
INTERIOR
3 22 VERTICAL CROSS SECTION
m
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DRAWING NO.:
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iIIJIIiiIIttIlI.!!
DETAIL A -A
0
30 DOOR PANEL
Classic Craft Rustic
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DETAIL A -A
Panel reinforcement
TYP. 4
CORNERS
OF PANEL
00
qr'
4f.
28.86% OPEN
AREA MAX.
EXTERIOR
INTERIOR
m
0
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OHORIZONTAL CROSS SECTION
4
OLOCK 8 HINGE STILE
T
TOP RAIL
!Arched!
EXTERIOR
INTERIOR
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0
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Sir 4 of 10
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DETAIL A -A
ODOOR PANEL
Fiber Classic
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VOL) 00000
DETAIL A -A
Panel reinforcement
00
28.86% OPEN
AREA MAX.
EXTERIOR
INTERIOR
1 HORIZONTAL CROSS SECTION
5
r-1.53°1
OTOP RAIL
—►{ 1.18"
OHINGE STILE
OLOCK STILE
OBOTTOM RAIL
EXTERIOR
INTERIOR
5 22 VERTICAL CROSS SECTION
o
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SS4
F rl1
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a
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aW
0
0
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0
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DATE: 5/7/08
N.T S.
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DRAWING ND.:
FL- 7730.2
srwEr 5 OF 10
z
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0
Z
0
K
d
a
N
0
©A% "©
vv vv
0 6
HORIZONTAL CROSS SECTION
Outswing shown - inswing
also approved
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
00 11
33 HORIZONTAL CROSS SECTION
6 Shown w /1X sub -buck substituting
concrete screws for wood screws per
Section 1714.5.4.2 of the FBC
INTERIOR
EXTERIOR
0.15'
CSINK
(fYP.I
00
0 IPrn
fl
irk
mom O 0
22 HORIZONTAL CROSS SECTION
6 Outswing shown - inswing
also approved
0
O W
0
1 -1/4" MIN.
EMB. (TYP.(
rm
0
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DATE: 5/7/08
DCALL N.T.S.
DWG. DEL
AL
ow. ar: LFS
DRAWING NO
FL- 7730.2
slim 6 or 10
2009 R.W. Bu1LCINO =Nat,
1 " MIN. FROM
MASONRY EDGE
(TYP.)
r MIN. FROM
MASONRY EDGE �►
(TYP.)
0
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o Plow- o LI td
EXTERIOR " "" " INTERIOR O
°VERTICAL CROSS SECTION
Outswing shown - inswing
also approved
EXTERIOR
INTERIOR
2 -1/2" MIN. FROM 2 -1/2" MIN. FROM
MASONRY EDGE _ — MASONRY EDGE
ITYP.) (TYP.)
INTERIOR EXTERIOR
INTERIOR EXTERIOR
22 VERTICAL CROSS SECTION
7
Shown w /1X sub -buck substituting
concrete screws for wood screws per
Section 1714.5.4.2 of the FBC
EXTERIOR
INTERIOR
C)VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for "HVHZ" water infiltration
requirements
°VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for I tVHZ" water infiltration
requirements
33 VERTICAL CROSS SECTION
7 Outswing configuration
see general notes, sheet 1
for "HVHZ" water infiltration
requirements
TERIOR EXTERIOR
VERTICAL CROSS SECTION'
Outswing configuration ;
see general notes, sheet -1
for "HVHZ" water infli trafion'
.a ernents
CC
0 °o
0°
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DATE: 5/7/08
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DRAWING NO.
FL- 7730.2
9ffEr 7 OF 10
zz
I
w
a
a
0
0
a
a
MASONRY
OPENING
2X BUCK
BUCK ANCHORING
DP <= 80 psi
MASONRY
OPENING
2X BUCK
BUCK ANCHORING
80 <DP<= 100psI
NOTES:
1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a
1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution
of equal concrete screws from a different supplier may have different edge distance and center
distance requirements. Concrete screw locations at the corners may be adjusted to maintain the
minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER"
must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete
screws may be required to ensure the maximum on center dimension is not exceeded.
f
N
N
L
HINGE JAMB
MASONRY
OPENING
FRAME
2X BUCK
FRAME ANCHORING
Masonry 2X buck construction
HINGE DETAIL
STRIKE JAMB
LATCH & DEADBOLT DETAIL
0
z °o
G
a
U,
z
0
to
0z
Dare: 5/7/08
scALL N.T.S.
mtg. Br: AL
Cut. BY: LFS
DRAWING NO.:
FL- 7730.2
stir 8 or 10
0
HINGE JAMB
NOTES:
MASONRY
OPENING
FRAME ANCHORING
Masonry 1X buck construction
1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4"
minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete
screws from a different supplier may have different edge distance and center distance requirements. Concrete screw
locations at the corners maybe adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw
locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints.
additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded.
2. 3/16" ITw concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4"
minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by
concrete screw manufacturer.
in
STRIKE JAMB
LATCH & DEADBOLT DETAIL
SEE NOTE 2
SEE NOTE 1
SEE NOTE 1
HINGE DETAIL
0Z
DI°
CJ
ON
O0
U
O
ce
N
ccz
O
to
cc
0
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DATE 5/7/08
SCAM N.T.S.
DWG. BY AL
ate. art: LFS
DRAWING NO.
FL- 7730.2
sir 9 OF 10
02009 R.W. Buiuo
t •
0
8
6
Documents Prepared By:
PUILDINO CONSULTANTS. INC.
.O. Boo 230 Valrico FL. 33585
Phone No.: 913.859.8197
Florida Board of Professional Engineers
Certificate Of Authoriza8on No: 6813
��S +G S --709
Lyndon F. Schmidt, P.E. No. 43409
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
1X BUCK SG >= 0.55
WOOD
30
CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
B
2X BUCK SG >= 0.55
WOOD
31
DOOR SKIN 0.090 " THK. (CC RUSTIC) Fy = 6,000 PSI MIN.
FIBERGLASS
C
MAX. 1/4" SHIM SPACE
WOOD
32
TOP RAIL (CLASSIC CRAFT RUSTIC)
WOOD
D
1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW
STEEL
33
LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC)
WOOD /LVL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
34
BOTTOM RAIL (CLASSIC CRAFT RUSTIC)
COMP.
35
PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC)
STEEL
G
3/16" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
36
FOAM CORE
POLYURETHANE
H
1/4" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
J
1/4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.072" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN.
FIBERGLASS
L
#10 X 2 -1/2" PFH WOOD SCREW
STEEL
42
TOP RAIL (SMOOTH STAR)
COMP.
1
INSWING ADJUSTABLE THRESHOLD (IS300AJ)
ALUM./WOOD
43
LOCK STILE (SMOOTH STAR)
WOOD /LVL
2
INSWING THRESHOLD (15300HP5)
ALUM. /COMP.
44
HINGE STILE (SMOOTH STAR)
WOOD
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M)
ALUM. /COMP.
45
BOTTOM RAIL (SMOOTH STAR)
COMP.
4
OUTSWING COASTAL THRESHOLD
ALUM./WOOD
46
PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR)
STEEL
PRODUCT:
THERMA -TRU
FIBERGLASS DOOR
PART OR ASSEMBLY:
BILL OF MATERL4LS &
COMPONENTS
5
OUTSWING STANDARD THRESHOLD
ALUM. /WOOD
47
FOAM CORE
POLYURETHANE
6
INSWING THRESHOLD
ALUM. /COMP.
50
CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
7
DOOR BOTTOM SWEEP
VINYL
51
DOOR SKIN 0.090 "THK. (CLASSIC CRAFT) Fy= 6,000 PSI MIN.
FIBERGLASS
8
JAMB (PINE) SG >= 0.55
WOOD
52
TOP RAIL (CLASSIC CRAFT)
COMP.
9
JAMB (OAK) SG >= 0.55
WOOD
53
LOCK STILE (CLASSIC CRAFT)
WOOD /LVL
10
WEATHERSTRIP
FOAM
54
HINGE STILE (CLASSIC CRAFT)
WOOD /LVL
11
HINGE
STEEL
55
BOTTOM RAIL (CLASSIC CRAFT)
COMP.
12
#10 X 3/4" PFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT)
STEEL
13
#9 X 3" PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
14
LATCH STRIKE PLATE
STEEL
60
FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
15
SECURITY STRIKE PLATE -
STEEL
61
DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. ..
FIBERGLASS
16
#8 X 2-1/2" PFH SCREW
STEEL
62
TOP RAIL (FIBER CLASSIC)
COMP.
17
#8 X 3/4" PFH SCREW
STEEL
63
LOCK STILE (FIBER CLASSIC)
WOOD /LVL
REVISIONS
18
KWIKSET 200 SERIES PASSAGE LOCK
STEEL
64
HINGE STILE (FIBER CLASSICL
WOOD
19
KWIKSET 600 SERIES DEADBOLT
STEEL
65
BOTTOM RAIL (FIBER CLASSIC) %--
JTEEL
��.COMP.
5.85'
66
PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC '
67
FOAM CORE
POLYU ANE
5.77
1
\
e.
5.87'
4.57"
kT.1117:14.---. Ac•
'
Ill
��II1�t
&THRESHOLD O THRESHOLD
2
IN IA —
1 "� Gar -�«
1
--]
Inswing adjustable Inswing adjustable
OTHRESHOLD THRESHOLD
Inswing self-adjust \ O Outswing coastal
5.83"
4.56"
5.75"
I
_
r
DATE 5/7/08
r�' _ -�__�_
SALE. N. T.S.
J_ .
r
THRESHOLD . HEAD & SIDE
DRAMS NO.
FL- 7730.2
OTHRESHOLD
5 Outswing standard Inswing Jamb
max. dp rating = +1- 50.0 psf
saw 10 OF 10
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Report No.
Date:
ASTM E84 -00
EQ- E84 -00 -04
February 24, 2009
Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04
Conditioning:
Condition specimens to a constant weight at the
temperature and humidity stated below:
73.4±5 °F
50 ±5 %RH
Test Specimen:
20 -1/4" ±3/4" x 24' ±1/2 ", butted against vent end of
chamber.
Continuous length or joined end -to -end.
Truly representative of the materials for which results are
desired.
Upstream end of chamber shall have a 14" ±1/8" length of
16 gauge steel sheet placed on the specimen mounting
ledge in front of and under the leading edge of the
specimen.
Test Atmosphere:
73.4 ±5°F
50±5 %RH
Procedure:
1. Establish draft reading of 0.055 to 0.100 in. of
water column
Arithmetic average air velocity within the furnace,
at 73.4±5 °F, shall be 240±5 FPM.
3. Place the specimen in the chamber and place the
removable top in position over the specimen.
4. With draft operating, keep the specimen in place
for 120±15 seconds prior to applying test flame.
5. Ignite gas (natural or methane) burner adjusted to
5,000 Btu/Min.
6. Record flame front travel distance versus time at
30 second intervals or each 2' of flame front
travel.
7. Record smoke density photocell at 15 second
intervals
2.
ASTME84 -04
Conditioning:
Condition specimens to a constant weight at the
temperature and humidity stated below:
73.4 ±5°F
50±5 %RH
Test Specimen:
20" to 24" wide x 24'±1/2" long, butted against vent end
of chamber.
Continuous length or joined end -to -end.
Truly representative of the materials for which results are
desired.
Upstream end of chamber shall have a 14" ±1/8" length of
16 gauge steel sheet placed on the specimen mounting
ledge in front of and under the leading edge of the
specimen.
Test Atmosphere:
73.4 ±5 °F
50±5 %RH
Procedure:
1. Establish draft reading of 0.055 to 0.100 in. of
water column
2. Arithmetic average air velocity within the furnace,
at 73.4 ±5 °F, shall be 240±5 FPM.
3. Place the specimen in the chamber and place the
removable top in position over the specimen.
4. With draft operating, keep the specimen in place
for 120±15 seconds prior to applying test flame.
5. Ignite gas (natural or methane) burner adjusted to
5,000 Btu/Min.
6. Record flame front travel distance versus time at
30 second intervals or each 2' of flame front
travel.
7. Record smoke density photocell at 15 second
intervals
R:\LIBRARIES \Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc
Page 1 of 2
ASTME84 -00 Continued
Procedure continued
8. Plot flame spread distance, temperature and
change in smoke density photocell readings
separately.
9. Flame spread distance = observed distance minus
4.5 feet.
Flame spread index(FSI) calculation:
I. Determine the total area (AT) under the flame
spread distance -time graph.
2. When AT <= 97.5 ft-min., FSI = 0.515 AT.
3. When AT > 97.5 ft-min, FSI = 4900/(195 - AT).
Smoke developed index calculation:
I . Determine the total area (AT) under the smoke
density - time graph for the specimen.
2. Determine the total area (ARed-0ak) under the
smoke density - time graph for the Red -Oak.
3. Smoke developed index = (AT / Axed-oak ) times
100, then rounded to nearest multiple of 5.
ASTME84 -04 Continued
Procedure continued:
8. Plot flame spread distance, temperature and
change in smoke density photocell readings
separately.
9. Flame spread distance = observed distance minus
4.5 feet.
Flame spread index(FSI) calculation:
1. Determine the total area (AT) under the flame
spread distance -time graph.
2. When AT <= 97.5 ft-min., FSI = 0.515 AT.
3. When AT > 97.5 ft-min, FS1 = 4900/(195 - AT).
Smoke developed index calculation:
I . Determine the total area (AT) under the smoke
density - time graph for the specimen.
2. Determine the total area (ARC) under the
smoke density - time graph for the Red -Oak.
3. Smoke developed index = (AT / ARed -oak) times
100, then rounded to nearest multiple of 5.
Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84 -00 is
equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code.
Lyndon F. Schmidt, P.E.
FL P.E. #43409
R: \LIBRARIES \Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc
Page 2 of 2
R W R W Building Consultants, Inc.
B
C
Consulting and Engineering Services for the Building Industry
P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
Report No.: FL- 7730.2 R2
Date: May 27, 2009
Product Category: Exterior Doors
Product sub - category: Swinging Exterior Door Assemblies
Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic
Fiberglass Door
Inswing / Outswing
"Impact"
Manufacturer:
Therma -Tru Corporation
118 Industrial Dr.
Edgerton, OH 43517
Phone 419.298.1740
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
Schmidt, P.E. (System ID # 1998) for Therma -Tru Corporation based on Rule Chapter No. 9B-
72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -
Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 Florida Building Code
(2007 Edition)
See Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
Lyndon F. Schmidt, P.E.
FL No. 43409
May 27, 2009
PF1068 Sheet 1 of 3
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
(FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building
Code and does not require an impact resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this
product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact
resistant covering. This product meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E1996.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL- 7730.2 require further
engineering analysis by a licensed engineer or registered architect.
7. Outswing configurations using threshold item #4 meet water infiltration requirements for
8. Inswing configurations and outswing configurations using threshold item #5 do not meet
the water infiltration requirements for the "HVHZ" and shall be installed only in non-
habitable areas or at habitable locations protected by an overhang or canopy such that the
angle between the edge of canopy or overhang to sill is less than 45 degrees."
9. See drawing FL- 7730.2 for size and design pressure limitations.
L��
Lyndon F. Schmidt, P.E.
FL No. 43409
May 27, 2009
PF1068 Sheet 2 of 3
s •
• Supporting Documents
A Drawing
1. Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
Lyndon F. Schmidt, P.E.
B Tests
1. Materials (Fiberglass door skins by Therma -Tru) approval number NOA 06- 0406.11 issued
by Miami -Dade BCCO.
2. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is
equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison
evaluation report EQ- E84 -00 -04 signed and sealed by Lyndon F. Schmidt, P.E.) as
performed by Omega Point Laboratories and reported in test report 15427 - 107362, signed
by William E. Fitch, P.E.
3. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)el as performed by
Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by
Joseph A. Reed, P.E.
4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation
Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W. Haney,
P.E.
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report TEL 06 -1031-
1. Additional product anchor analysis for loading conditions prepared, signed and sealed
by Lyndon F. Schmidt, P.E.
2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F.
Schmidt, P.E.
D Other
1. Certificate of Participation issued by National Accreditation and Management Institute,
certifying that Therma -Tru Corporation is manufacturing products within a quality
assurance program that complies with ISO /IEC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL No. 43409
May 27, 2009
PF 1068 Sheet 3 of 3
a
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
ECO Window Systems, LLC
745 West 18"' Street
Hialeah, FL 33010
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.maimidade.nov/btuldinocode
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: o-Guard S II":. 1 i s: r s I ' I g Wei .dow
APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling
Window (L.M.I.) ", sheets 1 through 7 of 7, dated 02/24 /2009, last revision #A dated 04 /17/2009 prepared by Al-
Farooq Corp., signed & sealed by Arshad Viqar, P.E., bearing the Miami Dade County Product Control Approval
stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division.
MISSILE IMPACT RAT ING: a and Sm_ all Missile Impact "'
LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices AreNot Required.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 consists of this page 1 and evidence submitted pages E -1 & E -2 as well as approval document
mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
NOANo.09- 0312.08 °
Expiration Date: 05/27/2014
Approval Date: 05/27/2009
Page 1
ECO Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling
Window (L.M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated
04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
along with marked -up drawings and installation diagram ofXOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94
2) Cyclic Wind Pressure Test, Loading per TAS 203 -94
along with marked -up drawings and installation diagram of XOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
3. Test reports on.. 1) Large Missile Impact Test, per TAS 201 -94
2) Cyclic Wind Pressure Test, Loading per TAS 203 -94
along with marked -up drawings and installation diagram of XOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
along with marked -up drawings and installation diagram ofXOXaluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
5. Test reports on: I) Large Missile Impact Test, per TAS 201 -94
2) Cyclic Wind Pressure Test, Loading per TAS 203 -94
along with marked -up drawings and installation diagram ofXOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94
2) Cyclic Wind Pressure Test, Loading per TAS 203 -94
along with marked -up drawings and installation diagram ofXOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
H A. Makar, P.E., M.S.
Senior Product Control Examiner
NOA No. 09- 0312.08
Expiration Date: 05/27/2014
Approval Date: 05/27/2009
E -1
ECO Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94
along with marked -up drawings and installation diagram of XOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI- 08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94
2) Cyclic Wind Pressure Test, Loading per TAS 203 -94
along with marked -up drawings and installation diagram ofXOX aluminum horizontal
sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI -08 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E.
C. CALCULATIONS
1. Comparative analysis and Anchor verification calculations and structural analysis,
complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC-1, TR -1 to
TR -5, Ca -1 to CA -26, GL -1 to GL-3, A -1 to A -4, R -1 to R -3, prepared by Al- Farooq
Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E.
Complies with ASTMEI300- 02/04.
D. QUALITY ASSURANCE
1. By Miami Dade County Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
I. None.
F. STATEMENTS
1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad
Vigar, P.E.
E -2
A�-
y A. Makar, P.E., M.S.
Senior Product Control Examiner
NOA No. 09- 0312.08
Expiration Date: 05/27/2014
Approval Date: 05/27/2009
3 1/2" MAX.
HEAD /SILL
CORNERS
72"
WINDOW WIDTH
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
11
oI / t ,
;_ ETC__
1
I
I
lI
of
+
1 / I
__fir /-, __
'
�{I
I I
31
1/4"
32 3/4"
EGO -GUARD SERIES -200
ALUMINUM HORIZONTAL ROLLING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
D.L OPG.
35 3/8"
VENT WIDTH
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
D.L OPG.
3 1/2" MAX.
HEAD /SILL
CORNERS
III"
WINDOW WIDTH
4" 10 10 5/8" MAX.
A
�{I
I I
H/S51
CORNERS
,/,
=
I
Lt.t--
� '
-_-1rF_=
it I
li
1
% '/
_ 1_.11___
1
1
II
II
/1
//
II
II
FALSE MUNTINS
(SURFACE MAY BE SUED
TYPICAL ELEVATIONS
1/8" HEAT STREN'D. GLASS
.090" INTERLAYER
BUTACITE P118 BY 'DUPONT'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
32 3/4"
32 3/4"
0.4 OPG.
36 7/8"
VENT WIDTH
1/8" HEAT STREN'D. GLASS
.090" INTERLAYER
SENTRYGLAS PLUS BY 'DUPONT'
1/8" HEAT STREN'D. GLASS
SIUCONE
DOW CORNING 899
GE SCS 2000
GLASS TYPE 'B'
GLAZING OPTIONS
D.L OPG.
L
iti!1
6
rn
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
Engr: AR5HA0 =OAR
CIVIL.
FAA PE i 39863
CNN. 3838
APR 2 4 2009
B
1
4
drawing no.
W09 -12
sheet I of 7
DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES)
WINDOW DIMS.
A L
X/0 REINF. ,,WITH
REINF.
WINDOW DIMS.
A
GLASS
T Y-
�1ASS TYPE 'B'
WIDTH
HEIGHT
INT.( -)
EXT.( +)
INT.( -)
EXT.( +)
PIT.( -)
28 -1/2"
80.0
4
70.0
80.0
80.0
90.0
37"
26'
4
70.0
80.0
80.0
90.0
53 -1/8"
(3)
8
70.0
80.0
80.0
90.0
74"
80.0
8
70.0
80.0
80.0
90.0
26 -1/2"
80.0
4
70.0
80.0
80.0
90.0
37"
38 -3/8" yr;
4
701Y
r_ 90.00.
f ,80.0
90.0
53 -1
--(3)-.a.
6
BIG
80,Q
180.0
90.0
74"
80.0
8
70.0
80.0
80.0
90.0
28 -1/2"
80.0
4
70.0
8010
80.0
90.0
37
-
4
.0
60.0'.
80.0
90.0
53 -1/8"
I (4)7'
6
70.0
80.0
j 80.0
90.0
74"
80.0
8
70.0
80.0
80.0
90.0
28 -1 /2"
80.0
4
70.0
80.0
80.0
90.0
37" 1.1-1,T3
4
68.9
77.5
80.0
90.0
53 -1/8"
8
70.0
70.0
800_
-90.0_
--7-0-11
80.0
90.0
70.0
70.0
80.0
80.4
--TA--
90.0
70-0- --
80.0 -
-88..
90S0
36"
80.0
4
70.0
80.0
80.0
90.0
48"
24"
6
70.0
80.0
80.0
90.0
80"
60.0
6
70.0
80.0
80.0
90.0
72"
60.0
8
70.0
80.0
80.0
90.0
24"
60.0
4
70.0
80.0
80.0
90.0
38"
80.0
4
70.0
80.0
80.0
90.0
48"
38
6
70.0
80.0
80.0
90.0
80'
( 3
6
70.0
80.0
80.0
90.0
72'
80.0
8
70.0
80.0
80.0
90.0
24"
80.0
4
70.0
80.0
80.0
90.0
38"
80.0
4
70.0
80.0
80.0
90.0
48")
6
70.0
80.0
80.0
90.0
80"
6
70.0
80.0
80.0
90.0
72"
8
70.0
80.0
80.0
90.0
24"
4
70.0
80.0
80.0
90.0
36"
4
70.0
80.0
80.0
90.0
48"
�)
6
70.0
70.0
80.0
90.0
60"
6
70.0
70.0
80.0
90.0
72"
8
70.0
70.0
80.0
87.6
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
4
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
01117
DESIGN LOAD CAPACITY - PSF ()IQX SIZES)
WINDOW DIMS.
A L
8/0 REINF. t
"TOM REINF.
GLASS TYPE 'A'
GLASS TYPE '9'
WIDTH
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
74"
9
70.0
80.0
80.0
90.0
106 -1/4'
26'
)
12
70.0
80.0
80.0
90.0
111"
12
70.0
80.0
80.0
90.0
74"
38 -3/8°
9
70.0
80.0
80.0
90.0
-1/4°
-3/8.
(3)
12
70.0
80.0
80.0
90.0
-- }ti""'
12
70.0
80.0
80.0
90.0
74" /
90 -5/8'
9
70.0
80.0
80.0
90.0
106 -1/4"
50-5 /rJ
-- (4) J
12
70.0
80.07
80.0
90.0
111
9
70.0
=0
80.0
90.0
74'
(5)
9
70.0
70.0
80.0
90.0
106 -1/4"
9)
12
70.0
70.0
80.0
82.8
III"
24"
12
70.0
70.0
80.0
80.4
72"
(2)
9
70.0
80.0
80.0
90.0
84"
24'
9
70.0
80.0
80.0
90.0
99"
(2)
12
70.0
80.0
80.0
90.0
108'
36"
12
70.0
80.0
80.0
90.0
72"
(3)
9
70.0
80.0
80.0
90.0
84"
36"
9
70.0
80.0
80.0
90.0
96"
(3)
12
70.0
80.0
80.0
90.0
108"
12
70.0
80.0
60.0
90.0
72"
9
70.0
80.0
60.0
90.0
84"
48'
9
70.0
60.0
60.0
90.0
98"
(4)
12
70.0
80.0
80.0
00.0
108"
12
70.0
80.0
80.0
90.0
72'
9
70.0
70.0
80.0
90.0
84"
60'
9
70.0
70.0
80.0
90.0
96'
(5)
12
70.0
70.0
80.0
90.0
108"
12
70.0
70.0
80.0
87.8
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
(1/3W)
(1/3W)
(1/3W)
1
,
GLASS TYPE 'A'
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
XOX
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
A
11/0 REINF.
WITH REINF.
GLASS TYPE 'A'
GLASS TYPE '9'
WIDTH
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
74"
9
70.0
80.0
80.0
90.0
106 -1/4"
26"
(3)
12
70.0
80,0
80.0
90.0
111"
12
70.0
80.0
80.0
90.0
74"
38 -3/8°
9
70,0
80.0
80.0
90.0
12
-
-
80.0
90.0
106-1/4"
(3)
111"
12
-
-
80.0
90.0
74"
90 -5/8'
9
70.0
80.0
80.0
90.0
(4)
74'"
9
70.0
70.0
80.0
90.0
(5)
72' -
9
70.0
80.0
80.0
90.0
84"
24"
9
70.0
80.0
80.0
90.0
96"
(2)
12
70.0
80.0
80.0
90.0
108"
12
70.0
80.0
80.0
90.0
72"
9
70.0
80.0
80.0
90.0
84"
36"
9
70.0
80.0
80.0
90.0
96"
(3)
12
70.0
80.0
80.0
90.0
108"
-
-
80.0
90.0
72"
9
70.0
80.0
80.0
90.0
84 ")
9
70.0
70.0
80.0
90.0
96"
12
70.0
70.0
80.0
90.0
72"
80"
9
70.0
70.0
80.0
90.0
(5)
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
(1 /4W)
4
(1/2W)
(1/48)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 4 FOR DETAIL.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
Erglr: AR:AIAD 160A11
FLA. CML
C PE 938883
CA.N. 3938
APR 2 4 2009
S
8
I
4
drawing no.
W09 -12
sheet 2 of 7 )
1BY
WOOD BUCK
a4
0
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
,401"r
'
O
a
F
Orl';
IP ;'
WI
a.
4
S
4
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Lga
MIAMI —DADE COUNTY APPROVED
MULLION & MULLON ANCHORS
SEE SEPARATE NOA
TYP CAL ANCHORS
SEE ELEV. FOR SPACING
WEEPHOLES;
WI = 3/8° X 2 -1/4° WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
D
1BY
WOOD BUCK
N
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
•
m
X
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHOIIS: ELEV. FOR SPACING
1/4 DIA, TAPCON. BY 'ITN' ( "u =I2O KS, Fy =92 KS)
INTO 2BY WOOD BUCKS—OR—WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
1/4" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS)
INTO METAL STRUCTURES
STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
N14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS)
INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1/2" MIN.
INTO WOOD STRUCTURE = 1° MIN.
INTO METAL STRUCTURE = 3/4° MIN.
CONCRETE Fe = 3000 PSI MIN.
MASONRY I'm m 2000 PSI MIN.
Engr. ARSHAD HOAR
CNL
FUL PEI 38883
CAN. 3538
APR 24 2009
Camptylsg w1W the
00
1
0
N
3
0
U
0
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m
m
a
2
Al
3
C
s
drawing no.
W09 -12
(sheet 3 of 7
1/4" MAX.
SHIM
1/4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
STEEL REINFORCING (i
AS REDO.
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
1EN
n WOOD BUCKS
XO LAYOUT
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4' MAX.
I /4" MAX.
D.L OPG.
TYPICAL ANCHORS
SEE OEV.
FOR SPACING
WOOD
WOOD STRUCTUR
- SCREEN
EXTERIOR
STEEL REINFORCING
AS REOD.
SEE SHEET 2 FOR CAPACITY
I BY
v WOOD BUCKS
XOX LAYOUT
MIAMI -DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
••
drawing no.
W09 -12
sheet 4 of 7
•
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ALT.
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
Engc ANSNAVVVIGAR
OWL
M PE Y 3Bg83
CAN. 3538
APR 2 4 2009
z
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a
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S
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drawing no.
W09 -12
sheet 5 of 7
1.067
3/16" 1.
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /RENAREB
I 11)l
fa 1111•1
Ili
COMP- ANL \W09- 12ECO )I
1
FY201
1
FRAME HEAD
6063-15
-
2.750
2
FY202
I
FRAME SILL
6063 -T5
-
T____
.715
AL- FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
129E S.W. S7 AVE
MIAMI, FLORIDA 33174
Il TEL (309)284 -8100 FAX. (308) 282-6978
3.249
.813
500
44
�,
44 ij-
>7 �� !4
3
FY203
I
SILL TRACK INSERT
6063 -16
-
3- --
O VENT
.082
1.434
Bd3 1
4
FY205
AS REOD.
MOV. FRAME JAMB
6063 -T6
- . 062
1.718
5
FY101
AS REOD.
REED FRAME JAMB
6063 -TB
-
12 it
STEEL REINFORCING
6
FY104
1/ VENT
FIXED MEG. RAIL
6063 -T6
-
II
1.140 -d
TOP /BOTTOM RAIL
7
FY105
1/ VENT
VENT INTERLOCK
6063 -T6
-
8
FY206
1/ VENT
JAMB STILE
6063 -18
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063 -T6
-
10
FYI08
AS REOD.
GLAZING BEAD
8063 -16
-
2.095
- 1.250
.519
�_
'71J____ 9
11
-
AS REOD.
REINFORCING BAR
STEEL
-
O
1.140
FRAME
1.810 --
HEAD
12
-
AS REOD.
REINFORCING BAR
STEEL
A45
13
FY204
AS RTECD.
ADD -ON SILL RISER
6063 -T6
USE AS REDD.
14
FY208
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
-
15
FY209
2/ VENT
ROLLER
BRASS
-
1.140
.219
I
2.246
.082
1.140 �°--
1.810 -a'
°
-1 1.047
10 GLAZING BEAD
18
FY210
2/ VENT
ROLLER PIN
Si. STEEL
-
17
$B X 1'
AS REDO.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. 5115
-t'
1
ki
�{
$
,_,
ECO WINDOW SYSTEMS, LLC.
745 WEST 18TH STREET
HIALEAH, FL. 33010
TEL (305) 261 -2223 FAX (305) 281 -2539
O
- 1.344 -
JAMB STILE
19
W23181
AS REOD.
RN SEAL W STRIPPING
-
ULTRAFAB
3
.813
20
03007190
AS RE00.
BULB SEAL
0 -LON
SCHLEGEL
21
E207
AS RECD.
BULB SEAL
SANTOPRENE
ULTRAFAB
3.878
- .078
1.058
2,801
.500
22
E203
AS REOD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB
-2.063
-
1.250 -
23
-
AS REDD.
GLASS SPACER
SILICONE
FRANK LOWS
24
SL203P
2/ VENT
SWEEP LATCH
-
SULLIVAN & ASSOC.
25
#8 X 1/8"
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS
1.140
d .062
�J
D
1.340
28
WA2L
2/ WOW.
WEEP VALVE
PREFERRED ENG. PRODUCTS
27
-
1/ VENT
5/16" BOX SCREEN
-
OPTIONAL
28
FY120
FLUSH FRAME ADAPTER
6063 -18
OPTIONAL
L1.344
0 MEETING RAIL
pp9!aa'�tl WIEIBM
Bub �FJ 0 '
Nod ". ,Ti Prods r �„� ,.
14r...�/
/
2.750
Q FRAME SILL
t
1.314 -
.250
2.188
°
n
E
S
1.422
1.202
- .082
.340
r T f
._ .312
.062
Q SILL TRACK
e
O
1.375
FIXED MTG.
RAIL
a
.500
.. - .187
m
�p «�
Fl
2.812
.062 -
2.750
2.750
.062
2.812
c
<
:- -..-
.'
A.§
o
o
'--,
h
Erpr, ARSHAD WAR
FL A. N. 3538 3 g
APR 4 2009
2.082
769
drawing no.
W09 -12
® NOV.
1
e74 F�
1.687 -
FRAME JAMB
Qs FIXED
II
1�.989a
1,686-....
FRAME JAMB
z.81
26 FLUSH FRAME ADAPTER
(sheet 6 of 7
VENT TOP /BOTTOM CORNERS
FIXED MTG. RAIL CORNER
FRAME BOTTOM CORNER
Applesearbaids as etesp{tgwtW da
Ertgn ARSMAD VIDAR
CAA.
FLA. PE Y 38883
CAN. 3538
APR 24 2009
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8
drawing no.
wog -12
sheet 7 of 7
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
E. S. Windows, Inc.
10653 N.E. Quaybridge Court
Miami, FL 33138
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 372 -6339
www.miamidade.aov/buildinacode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Division 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.
DESCRIPTI eries Aluminum Tube Mullions - L.M.I. j"
APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8
of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/
revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control
Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
REVISION 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
Expiration Date: Sep ef-16646, 2014
Approval Date: November 10, 2009
Page 1
E. S. Windows, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8,
prepared by AL— Farooq Corporations, dated 04 /26/04 and last revised on September
28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
Along with installation diagram of a aluminum single hung window mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated
05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and
sealed by Joseph Chan, P. E.
(Submitted under previous NOA 04- 0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
prepared by Al— Farooq Corporation, dated 09/01/09, signed and sealed by Arshad
Viqar, P. E.
Complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami —Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated August 21, 2009,
signed and sealed by Arshad Viqar, P. E.
2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and
FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June
09, 2003, signed and sealed by Joseph Chan, P E
(Submitted under previous NOA 04- 0712.01)
G. OTHERS
1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series
"Aluminum Tube Mullions — L.M.I. ", approved on 03/29/07 and exp n
09/16/09.
E -1
Jaime ► Gascon, P. ' .
Chief, Product Control Division
NOA No. 09- 0825.03
Expiration Date:. September 16, 2014
Approval Date: November 10, 2009
N`;hlClki..16'F iite
AND CAN'INC USED VAT'H ALL - =� YAP• vED
- IMPACT_AN NON- IMPACT RESISTANT PRODUCTS:-
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (WIZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LSTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED 04 DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2328.
INSTRUCTIONS'
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
ST p 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP I ABOVE.
USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS
ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE.
STEP
Il8
0'1111
9 d TYPICAL
UI11
r-- GLAZING PRODUCT
iry4i - -,timed
4.000
5100
I
II IIII II
4 -- -fit
8.000
1�— 2.000
TUBULAR SHAPES
ALLOY = 8063 -T6
3.000
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
Ergr: ANSHAD VICAR
OWL
FLA PE / 38883
CAN. 3538
OCT 0 1 2009
4.000
0
PRODUCTCENEWBD
MAC rpIYmII with the Florida
BofdLs Cori:
/keep:NM No
• Data
I41Tami i.,.: Pr '.. ct Control
Div itItm
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ALUMINUM TUBE MULLIONS
FAX. (305) 624 -7777
EUa
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15 8.5
°BS
BS
O
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drawing no.
M04 -04
sheet f of 8
—I 1.000 I�
3.000
38
1 X 3
STD. MULLION
6063 -T6
2.000
.125
I- 2.000 —�1
Ed = MIN. EDGE DIST.
1/2' FOR 1/4' DIA. ANCHORS
5/6' FOR 5/16' DIA. ANCHORS
ANGLE CLIP
6063 -15
Ed.
.336
1 X 3
CUSTOM MULLION
6063 -16
.125
2 X 3
STD. MULLION
6063 -T6
1.000 r_
4.000
.125
1 X 4
CUSTOM MULLION
6063 -T6
j^- 2.000 —if .125
2 X 4
STD. MULLION
6063 -T6
—.125
5.000
14—z.000 —q
2 X 5
STD. MULLION
6063 -T6
—.125
125
6.000
p- 2.000_ .125
I —4"
2 X 6
STD. MULLION
6063 -T6
—.125
6.000
2.000— ^{ _F.250
14
2 X 6
HEAVY MULLION
6063 —T6
—.250
2.
NOTCH
OPTIONAL
1/2'
TYP.
Ed - MIN. EDGE DIST.
1/2' FOR 1/4' DIA. ANCHORS
5/e FOR 5/16' D16. ANCHORS
MULLION CLIP
6063 -T6
Ed.
NOTCH
OPTIONAL
Ed o MIN. EDGE DIST.
l /2' FOR 1/4' DIA. ANCHORS
5/8' FOR 5/16- DIA. ANCHORS
MULLION CLIP
6063 -T6
Engr: ANS•AD NOM
Fla PE / 38663 PRODUCT RENEWED
CAN. 3636 cxlplyiry with the Florida
Doildrlq Coax
P.......t..viLmoo No
6"c1n,i oDaio
3y
OCT 01 2009 V.iea +n
2
ALUMINUM TUBE MULLIONS
FAX. (305) 624 -7777
CC
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9.
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drawing no.
M04 -04
sheet 2 of 8
Natite.",
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DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DIMS.
1 X 3
STD.
1 X 4
STD.
1 X 3
CUSTOM
I X 4
CUSTOM
2 5 5
STD.
2 5 6
8Th.
2 2 6
HEAVY
WINDOW DIMS.
1 X 3
STD.
1 X 4
STD.
I X 3
CUSTOM
I X 4
CUSTOM
2 2 5
STD.
2 5 6
STD.
2 X 6
HEAVY
WINDOW DIMS.
1 2 3
STD.
1 X 4
STD.
1 X 3
CUSTOM
1 X 4
CUSTOM
2 X 5
STD.
2 5 6
STD.
2 X 6
HEAVY
Z
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4 z 0
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2 X 3
Si T.
2X4
STD.
2 X 3
STD.
2 X 4
STD.
2 5 3
STD.
2 X 4
STD.
WIDTH (W)
MULL SPAN
140TH (W)
MULL SPAN
WIDTH (W)
MULL SPAN
19 -1/8"
28 -1/2"
30"
37"
42"
48"
54"
60"
66"
72°
38 -3/8"
150.0
150.0
150.0
150.0
150.0
150.0
150.0
19 -1/8"
26 -1/2'
30'
37'
42'
48"
54"
60"
86"
72"
74 -1/4'
74.6
140.9
115.1
150.0
150.0
150.0
150.0
19-1/8"
26 -1/2"
30"
37'
42'
48"
54"
60°
66°
72°
120'
-
37.9
27.3
55.3
96.7
146.1
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
53.8
101.7
83.1
148.6
150.0
150.0
150.0
-
27.3
-
39.9
69.8
105.5
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
47.5
89.8
73.4
131.3
150.0
150.0
150.0
-
24.1
-
35.3
61.7
93.2
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
38.5
72.8
59.5
106.4
148.9
150.0
150.0
-
-
-
28.6
50.0
75.5
138.6
149.6
150.0
150.0
150.0
150.0
150.0
150.0
33.9
64.2
52.4
93.8
131.2
150.0
150.0
-
-
-
23.2
44.1
66.5
122.3
130.9
150.0
150.0
150.0
150.0
150.0
150.0
29.7
56.1
45.9
82.1
114.8
150.0
150.0
-
-
-
22.0
38.5
58.2
107.0 ,
118.3
150.0
150.0
150.0
150.0
150.0
150.0
26.4
49.9
40.8
72.9
102.1
135.2
150.0
-
-
-
-
34.3
51.8
95.1
104.7
150.0
150.0
150.0
150.0
150.0
150.0
23.8
44.9
36.7
65.6
91.8
121,7
150.0
-
-
-
-
30.8
46.6
85.6
95.2
150.0
146.8
150.0
150.0
150.0
150.0
21.6
40.8
33.4
59.7
83.5
110.6
150.0
-
-
-
-
28.0
42.3
77.8
87.3
140.1
134.6
150.0
150.0
150.0
150.0
-
37.4
30.6
54.7
76.5
101.4
150.0
-
-
-
-
25.7
38.8
71.3
19 -1/8"
26 -1/2"
30"
37"
42"
48"
54"
80"
66"
72"
50 -5/8"
150.0
150.0
150.0
150.0
150.0
150.0
150.0
19 -1/8'
28 -1/2"
30'
37"
42"
48'
54"
60"
66"
72"
84"
51.5
110.1
79.5
150.0
150.0
150.0
150.0
19-1/8"
26 -1/2"
30"
37"
42"
48"
54'
60"
66°
72"
132"
-
26.5
20.5
41.6
72.7
115.6
150.0
136.2
150.0
150.0
150.0
150.0
150.0
150.0
37.2
79.4
57.4
116.1
150.0
150.0
150.0
-
20.5
-
30.0
52.5
83.4
150.0
120.3
150.0
150.0
150.0
150.0
150.0
150.0
32.8
70.2
50.7
102.8
143.5
150.0
150.0
-
-
-
26.5 ,
46.3
73.7
135.4
97.6
150.0
150.0
150.0
150.0
150.0
150.0
26.6
56.9
41.1
83.2
116.4
150.0
150.0
-
-
-
21.5
37.6
59.7
109.8
1 1
85.9
138.0
132.6
150.0
150.0
150.0
150.0
23.4
50.1
38.2
73.3
102.5
135.8
150.0
-
-
-
-
33.1
52.6
96.7
ALUMINUM TUBE MULLIONS ]I
r ES. WINDOWS, LLC •
5220 N.W. 72 AVE. BAY #4
MIAMI, FL. 33166
TEL (305) 624 -7775 FAX. (305) 624 -7777
75.2
120.8
116.0
150.0
150.0
150.0
150.0
20.5
43.9
31.7
64.1
89.7
118.8
150.0
-
-
-
-
29.0
45.1
84.8
66.8
107.3
103.1
150.0
150.0
150.0
150.0
-
39.0
28.2
57.0
79.7
105.6
150.0
-
-
-
-
25.7
40.9
75.2
60.2
98.6
92.8
141.2
150.0
150.0
150.0
-
35.1
25.3
51.3
71.8
95.1
150.0
-
-
-
-
23.2
36.8
67.7
54.7
87.8
84.4
128.4
150.0
150.0
150.0
-
31.9
23.0
46.6
65.2
86.4
150.0
-
-
-
-
21.1
33.5
61.5
50.1
80.5
77.3
117.7
150.0
4
150.0
150.0
-
29.2
21.1
42.7
59.8
79.2
145.6
-
-
-
-
-
30.7
56.4
19 -1/8"
26 -1/2"
30"
37'
42"
46"
54'
60"
66"
72'
58"
143.8
150.0
150.0
150.0
150.0
150.0
150.0
19 -1/8"
26 -1/2"
30"
37"
42"
48"
54"
60"
66'
72'
96'
34.5
74.0
53.3
108.1
150.0
150.0
150.0
19 -1/5"
26 -1/2"
30"
37"
42°
48"
54"
60"
86"
72"
144"
-
21.9
-
32.0
56.0
89.0
150.0
103.8
150.0
150.0
150.0
150.0
150.0
150.0
24.9
53.4
38.4
76.0
124.4
150.0
150.0
-
-
-
23.1
40.4
84.3
118.0
91.7
147.2
141.4
150.0
150.0
150.0
150.0
22.0
47.2
34.0
68.9
109.9
145.6
150.0
-
-
-
20.4
35.7
56.8
104.3
74.3
119.3
114.7
150.0
150.0
150.0
150.0
-
38.2
27.5
55.9
89.1
118.0
150.0
-
-
-
-
28.9
46.0
84.5
65.5
105.1
101.0
150.0
150.0
150.0
150.0
-
33.7
24.3
49.2
78.5
104.0
150.0
-
-
-
-
25.5
40.5
74.5
57.3
92.0
88.4
134.5
150.0
150.0
150.0
-
29.5
21.2
43.1
68.7
91.0
150.0
-
-
-
-
22.3
35.5
65.2
50.9
81.8
78.6
119.5
150.0
150.0
150.0
-
26.2
-
38.3
61.0
80.9
148.6
-
-
-
-
-
31.5
57.9
45.8
73.6
70.7
107.6
150.0
150.0
150.0
-
23.6
-
34.4
54.9
72.8
133.7
-
-
-
-
-
28.4
52.1
41.7
66.9
64.3
97.8
136.8
150.0
150.0
-
21.4
-
31.3
49.9
86.2
121.6
-
-
-
-
-
25.8
47.4
38.2
61.3
58.9
89.6
125.4
150.0
150.0
-
-
-
28.7
45.8
80.7
111.5
-
-
-
-
-
23.6
43.4
1 1
18 -1/8"
28 -1/2"
30'
37"
42"
48"
54'
60"
66"
72'
83"
121.9
150.0
150.0
150.0
150.0
150.0
150.0
19 -1 /8"
26 -1/2"
30'
37"
42"
48"
54"
60"
66"
72'
108"
24.2
51.9
37.4
75.9
132.7
150.0
150.0
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE SHAPE HORIZONTAL MULLION
description
NO CHANCE DOS SHEET
UPDATED FOR 2000 FOC
SMART REV.
UPDATED FOR 2007 FOC
� I
86.0
141.2
135.7
150.0
150.0
150.0
150.0
-
37.5
27.0
54.8
95.8
130.2
150.0
77.7
124.8
119.9
150.0
150.0
150.0
150.0
-
33.1
23.9
48.4
84.6
115.0
150.0
53.0
101.2
97.2
147.9
150.0
150.0
150.0
-
-
28.9
23.7
-
-
39.2
34.6
88.8
60.4
93.3
82.2
150.0
150.0
%� GLAZING
PRODUCT ,„N
9c
GLAZING
PRODUCT
�ATIC0.L
MUWINI
GLAZING
PRODUCT
t
zd
55.5
89.1
85.6
130.3
150.0
150.0
150.0
48.8
43.2
78.0
69.3
74.9
68.6
114.0
101.3
150.0
141.8
150.0
150.0
150.0
150.0
-
-
20.7
-
-
-
30.2
26.9
52.9
47.0
71.9
63.9
132.1
117.4
r3
GLAZING
PRODUCT
GLAZING
PRODUCT
38.8
62.4
59.9
912
127.6
150.0
150.0
-
-
-
24.2
42.3
57.5
105.7
35.3
56.7
54.5
82.9
118.0
150.0
150.0
-
-
-
22.0
38.5
52.3
98.1
x
32.4
52.0
49.9
76.0
108.3
140.8
150.0
-
-
-
20.2
35.7
47.8
88.1
ALL LOADS ARE EXT.(+) /INT.( -).
E E
8 8
ffi
8
g
WI
52
MULLION SPAN
< m
c
W
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
11
8
I �
11
6
-.-
0
S
(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS
&tar: ARSHAD VICAR
Can
M 38803 PRODUCT
OCT 01 2009
RUNEWED
acranlyin5 with the Flonda
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
WI + W2
WIDTH W
2
",
� giit,
oa I
drawing no.
l M04-04
4 5" AND 6" TUBE MULLIONS.
ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO
ALL TUBE MULUONS.
MULLIONS
2o14
aI adeFroduct
,;vision
Si SC g
fl
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A
B
C
D
E
19-1/8"
150.0
150.0
150.0
150.0
150.0
26 -1/2'
150.0
150.0
150.0
150.0
150.0
30"
143.1
150.0
150.0
150.0
150.0
37"
116.0
150.0
150.0
150.0
150.0
42'
102.2
150.0
132.9
150.0
150.0
48"
38 -3/8'
89.4
150.0
116.3
150.0
150.0
54'
79.5
147.3
103.4
150.0
150.0
80'
71.5
132.6
93.1
150.0
150.0
66"
65.0
120.5
84.6
150.0
150.0
72'
59.6
110.5
77.6
150.0
150.0
19 -1/8"
150.0
150.0
150.0
150.0
150.0
28 -1/2'
122.8
150.0
150.0
150.0
150.0
30"
108.5
150.0
141.1
150.0
150.0
37"
87.9
150.0
114.4
150.0
150.0
42'
77.5
143.6
100.8
150.0
150.0
48'
50 -5/8'
67.8
125.6
882
150.0
150.0
54"
60.3
111.7
78.4
150.0
150.0
60"
54.2
100.5
70.5
141.1
150.0
66"
49.3
91.4
64.1
128.3
150.0
72'
45.2
83.8
58.8
117.6
147.0
19 -1/8"
148.5
150.0
150.0
150.0
150.0
26 -1/2"
107.2
150.0
139.4
150.0
150.0
30"
94.7
150.0
123.1
150.0
150.0
37"
76.8
142.3
99.8
150.0
150.0
42'
67.6
125.3
88.0
150.0
150.0
48"
58"
59.2
109.7
77.0
150.0
150.0
54"
52.6
97.5
68.4
136.8
150.0
60"
47.3
87.7
61.6
123.1
150.0
68'
43.0
79.7
58.0
111.9
139.9
72"
39.4
73.1
51.3
102.6
128.3
19-1/8"
138.7
150.0
150.0
150.0
150.0
28-1/2"
98.7
150.0
128.3
150.0
150.0
30'
87.2
150.0
113.4
150.0
150.0
37"
70.7
131.0
91.9
150.0
150.0
42"
82.3
115.4
81.0
150.0
150.0
48"
6S'
54.5
101.0
70.9
141.7
150.0
54"
48.4
89.7
63.0
128.0
150.0
60'
43.6
80.8
56.7
113.4
141.7
86"
39.8
73.4
51.5
103.1
128.8
72"
36.3
67.3
47.2
94.5
118.1
9N.,
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A
B
C
D
E
19-1/8"
116.0
150.0
150.0
150.0
1 50.0
26-1/2'
83.7
150.0
108.9
150.0
150.0
30"
74.0
137.1
98.2
150.0
150.0
37°
60.0
111.1
78.0
150.0
150.0
42"
52.8
97.9
68.7
137.4
150.0
46"
74 -1/4"
46.2
85.7
60.1
120.2
150.0
54'
41.1
76.1
53.4
106.9
133.6
60"
37.0
68.5
48.1
98.2
120.2
66"
33.6
62.3
43.7
87.4
109.3
72"
30.8
57.1
40.1
80.2
100.2
19 -1/8"
102.5
150.0
133.4
150.0
150.0
26-1/2"
74.0
137.1
96.3
150.0
150.0
30'
85.4
121.1
85.0
150.0
150.0
37"
53.0
98.2
68.9
137.9
150.0
42"
46.7
86.5
60.7
121.5
150.0
48"
84"
40.9
75.7
53.1
108.3
132.9
54"
36.3
67.3
47.2
94.5
118.1
60"
32.7
60.6
42.5
85.0
106.3
66'
29.7
55.1
38.6
77.3
96.8
72"
27.2
50.5
35.4
70.9
88.6
19-1/8"
89.7
150.0
116.7
150.0
150.0
26 -1/2"
64.8
120.0
84.2
150.0
150.0
30"
57.2
106.0
74.4
148.8
150.0
37"
46.4
85.9
60.3
120.6
150.0
42"
40.9
75.7
53.1
106.3
132.9
48"
96'
35.8
68.3
46.5
93.0
116.3
54"
31.8
58.9
41.3
82.7
103.3
60"
28.8
53.0
37.2
74.4
93.0
86"
26.0
48.2
33.8
67.6
84.5
72"
23.8
44.2
31.0
62.0
77.5
19-1/8"
79.8
147.8
103.7
150.0
150.0
26 -1/2"
57.6
106.7
74.9
149.7
150.0
30"
50.8
94.2
86.1
132.3
150.0
37°
41.2
78.4
53.8
107.2
134.1
42"
36.3
67.3
47.2
94.5
118.1
48"
108'
31.8
58.9
41.3
82.7
103.3
54"
28.2
52.3
38.7
73.5
91.9
80"
25.4
47.1
33.1
66.1
82.7
86"
23.1
42.8
30.1
80.1
75.2
72"
21.2
39.3
27.6
55.1
68.9
ALL LOADS ARE E XT. ( +) /INT.( -).
NOTE;
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS TYPE D' AND 'E' APPLICABLE TO
4 ", 5" AND 6" TUBE MULLIONS.
ANCHORS TYPE 'A', B. AND 'C' APPLICABLE TO
ALL TUBE MULLIONS.
ANCHORS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (9)
MULL SPAN
A
B
C
D
E
19-1/8"
71.8
133.0
93.4
150.0
1 50.0
26 -1/2"
51.8
96.0
67.4
134.6
150.0
30"
45.8
84.8
59.5
119.0
148.8
37"
37.1
68.8
48.3
96.5
120.6
42"
32.7
60.6
42.5
85.0
108.3
48'
120'
28.6
53.0
37.2
74.4
93.0
54"
25.4
47.1
33.1
66.1
82.7
60'
22.9
42.4
29.8
59.5
74.4
66"
20.8
38.5
27.1
54.1
67.6
72"
-
35.3
24.8
49.6
62.0
19 -1/8°
65.3
120.9
84.9
150.0
150.0
26 -1/2"
47.1
87.3
61.3
122.5
150.0
30"
41.6
77.1
54.1
108.2
135.3
37"
33.7
62.5
43.9
87.7
109.7
42"
29.7
55.1
38.6
77.3
96.6
48"
132"
26.0
48.2
33.8
87.6
84.5
54'
23.1
42.8
30.1
60.1
75.2
60"
20.8
38.5
27.1
54.1
67.8
66"
-
35.0
24.6
49.2
61.5
72"
-
32.1
22.5
45.1
56.4
19- 1/8"
59.8
110.6
77.8
150.0
150.0
26 -1/2"
43.2
80.0
56.2
112.3
140.4
30'
38.1
70.7
49.6
99.2
124.0
37"
30.9
57.3
40.2
80.4
100.5
42"
27.2
50.5
35.4
70.9
88.6
48'
144"
23.8
44.2
31.0
62.0
77.5
54°
21.2
39.3
27.6
55.1
68.9
60'
-
35.3
24.8
49.6
62.0
66'
-
32.1
22.5
45.1
58.4
72°
-
29.4
20.7
41.3
51.7
ANCHORS
TYPE AB,CA OR E
Wt
ANCHORS
A.8.C.D OR E
W2
TYPICAL ULLION ARRANGEMENTS
WIDTH (W) WI + 60
2
ANCHORS
TYPE ASCU OR E
HORIZONTAL MULUON
ARCHES TO HE INSCRIBED
INSIDE RECTANGULAR SHAPE
PR0DUCT
VERTICAL
" MULUON
MULLION
GLAZING
GLAZING
PRODUCT
PRODUCT
■
Wt
ANCHORS
A.8.C.D OR E
W2
TYPICAL ULLION ARRANGEMENTS
WIDTH (W) WI + 60
2
ANCHORS
TYPE ASCU OR E
HORIZONTAL MULUON
ARCHES TO HE INSCRIBED
INSIDE RECTANGULAR SHAPE
PR0DUCT
8
GLAZING
PRODUCT
\ILIrCHOR
AR 81
GLAZING
PRODUCT
3
ANCHORS
Ae.C.0 OR E
MULLION SPAN
Env: ARC ROAR
FL PE / 38863 "R IT CDUCT NEWED
GA
N. 3538
N comPl7s S WAIL Om Flotido
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0440
ALUMINUM TUBE MULLIONS
8
a
0
3
4
B
B
B
B
B
8
s
R
6
8
drawing no.
M04 -04
sheet 4 of 8
No/A.1%0p
Ed.
1/4" DIA ULTRACONS
2 PER CUP (1 ON EACH WING)
Ed.
1BY
WOOD BUCK
1/4" DIA. ULTRACONS
2 PER CLIP (1 ON EACH WING)
1/4" DIA. ULTRACONS
1 PER ANGLE
FLOATING CUP
SNUG FIT INSIDE MULL
#14 SUS
1 -3/4' O.C. MIN.
2 PER ANGLE
II II
II II
u u
I I
1
I I
1/4" DIA. ULTRACONS
1 PER ANGLE
2 X 2 X 1/8"
ALUM ANGLE
2BY
WOOD BUCK
OR
WOOD
STRUCTURE
ALTERNATE
ANCHOR LOCATION
II II
II II
ILJI II II
11 11
II II
FLOATING CLIP
SNUG FIT INSIDE MULL
ANCHORS TYPE 'A'
#14 SMS
1-3/4" O.C. MIN.
2 PER ANGLE
II II
II II
II II
II II
U u
I I
I
1
252X 1/8'
ALUM ANGLE
E
2 1/4"
1:
MIN
11
MIN.
1/4" DIA. ULTRACONS
4 PER CUP (2 ON EACH WING)
1 BY
WOOD BUCK
Ed. 1' MIN.
II 11
IIII II
h
II h
ILJI
II II
1/4" DIA. ULTRACONS
4 PER CUP (2 ON EACH WING)
1/4" DR. ULTRACONS BY 'ELCO'
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE
Ed. = MIN. EDGE DIST.
MIN. EMBEDMENT
WOOD
1'
1 -3/8"
BLOCK
2 -1/2'
1 -1/4"
CONCRETE
2-1/2"
1 -1/2"
AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
2 BY
WOOD BUCK
II II
II II
II 1I
I,-JI
II II
J
I I
1/4" DIA ULTRACONS
2 PER ANGLE
FLOATING CUP
SNUG FIT INSIDE MULL
/14 SUS
1 -3/4' O.C. MIN.
2 PER ANGLE
•
11 II
U U
I I
I I
1/4" DIA ULTRACONS
2 PER ANGLE
2 X 2 X 1/8°
ALUM ANGLE
��� ■IIw i1
nu-
FLOATING CUP
SNUG FIT INSIDE MULL
ANCHORS TYPE '8'
#14 SUS
1 -3/4" O.C. MIN.
2 PER ANGLE
Engr. ARSHAD ROAR
ORE
RA. PE / 38863
CAN. 3538
OCT n 1 2009
II II
II II
II II
U u
I 1
I 1
I I
282 X 1/8'
ALUM ANGLE
PRODUCT RENEWED
as complying with the Florida
Bccdi d Cada
By
Nuni
Division
• tiu
u
0
go
g
O
d
CL
OG
O� "w
me
ALUMINUM TUBE MULLIONS
O
g
,oi
ma
oS
S
V
s
V
B
°ca
V
a
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u
drawing no.
M04 -04
sheet of 8
sheet 6af 8 )
1/4" DIA. ULTRACONS
Ed. 2 PER CUP (1 ON EACH WING)
a
1/4' DIA. ULTRACONS
I PER ANGLE
1/4' DIA. ULTRACONS
4 PER CUP (2 ON EACH WING)
1/4' DIA. ULTRACONS
2 PER ANGLE
FLOATING CUP
SNUG FIT INSIDE MULL
114 SMS
1 -3/4' O.C. MIN.
2 PER ANGLE
Ed
ALTERNATE
ANCHOR LOCATION
1/4' DIA. ULTRACONS
2 PER CUP (1 ON EACH WING)
ANCHORS TYPE 'C'
252 x 1/8'
ALUM ANGLE
2 S 2 S 1/8'
ALUM ANGLE
1/4 DIA. ULTRACONS BY 'ELCO'
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE
Ed.. MIN. EDGE GIST.
MIN. EMBEDMENT
WOOD
1'
1 -3/8'
BLOCK
2 -1/2'
1-1/4"
CONCRETE
2 -1/2'
1 -1/2'
FLOATING CUP
SNUG FIT INSIDE MULL
#14 SMS
4 PER ANGLE
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE '0'
APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS
ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
Erigr. ARSIIAD VICAR
CIVIL
FLA. PEI 38883
CAN. 3538
OCT 0S2009
PBOE'JCT RE!<a4!F.0
Ar Cry; �y ng VIII. lUn ticmda
P.nzPtaCA r NO '145017,3,
•!
Miami Pmdu+3Cwtro1
Die 'skin
ALUMINUM TUBE MULLIONS
v
2
z
O
n
6
B
8
%
m
0
a
B
B
B
B
B
B
S
S
0
c
8
drawing no.
M044 -04
5/1B' DIN. ULTRACONS
Ed. 4 PER CUP (2 ON EACH WING)
5/16" DIA. ULTRACONS
2 PER ANGLE
FLOATING CUP
SNUG FR INSIDE MULL
#14 SMS
4 PER ANGLE
2 x 2 0 1/8"
II I ALUM ANGLE
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE 'E'
APPLICABLE FOR 4 °, 5" AND 6° TUBE MULLIONS
5/1B" DIA. ULTRACONS BY •ELCO•
ULTRACONS MAY BE HER OR FIAT HEAD
SUBSTRATE Ed. ■ MIN. EDGE DIST. MIN. EMBEDMENT
CONCRETE 2 -1/2° 1 -3/4"
AU. CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS.
CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED
WITH ALNAU- RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACQUER.
Engr. ARSHAD HOAR
FLA. PEEII 38843
C.N.N. 3539
OCt 01 2009
1ITODIJCT tILN VED
w c, :r.p!yc:3 nl: tic Ftnnda
rIGf II 5 Cc•:.s
3csxp: 01 N T
411k -
By
Mivan P •- CO¢On
L1iV On
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o
Rg
08
Og
O a
0. 436.0
43� m
dl g
4512P
v
0
0
3
ALUMINUM TUBE MULLIONS
0
U
v
8
P
1
ffi
a
B
c>
0
V
8
88
8
d
8
B
S
C
El
Fi
yb
I
8
I
drawing no.
M04 -04
sheet 7 of 8 )
#14 SMS
SEE CHART FOR QUANTITIES
TUBE MULLION
810 FH SMS
2/ SIDE
I/8" THICK ALUM CHANNEL
LENGTH TO FIT SNUG
INTO MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
ACCESS HOLE
TUBE MULUON
814 FH SMS
1 -1/2" O.C. MIN.
SEE CHART
FOR QUANTITIES
THIS SCREW CAN BE
INSTALLED IN EITHER
DIRECTION q� A .
810 FH SMS
2 PER CLIP
1" O.C. MIN.
1 -3/4" X 2" X 1/8" (FOR 2BY TUBE)
3/4" X 2" X 1/8" FOR (1BY TUBE)
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHOR DETAIL I1
METAL TO METAL CONNECTION
814 SMS
SUBSTRATE
Ed. = MIN. EDGE DIST.
MIN. CL TO CL SPACING
ALUMINUM
S /8"
1/2"
ANCHOR NO. OF
CHART SCREWS
TYPE A 2
TYPE B 3
TYPE C 2
TYPED 4
TYPE E 4
Env: ARSHAD SOAR
DIAL
FLA. PE 8 38863
C.A.N. 3038
(CT 01 2009
PRODUCT RENEWED
as yinsWit 1120 Flori BteditIZ de da
AcmpumooNo
Expiation
BY
Miami Dade Product Conan)
,,,inn
0
3
2
ALUMINUM TUBE MULLIONS JI
8
S
6
2
B
8
8
8
S
O
C
tol.t. 04 -26 -04
I
B
drowing no.
M04 -04
Sheet a of 8
MIAMI -DARE
COUNTY.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
ECO Window Systems, LLC.
745 W 18 Street
Hialeah, FL 33010
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buftdingcode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the ART (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.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division 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.
DESCRIPTIOIi_ ECG Guard Series -100 Aluminum Single-`Hung Wm�ow
APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Aluminum Single
Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq
Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product
Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
REVISION 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 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.
O No 09 -0224
Expiration Date: April 08, 2014
Approval Date: April 08, 2009
Page 1
ECO Window Systems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window
(L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al-
Farooq Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI- 08- 2166A, dated December 15, 2009, signed and sealed by
Candido F. Font, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No HETI- 08- 2166C, dated December 15, 2009, signed and sealed by
Candido F. Font, P.E.
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI -08 -2168, dated December 15, 2009, signed and sealed by
Candido F. Font, P.E.
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS.201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series
100 aluminum single hung window, prepared by Hurricane Engineering & Testing
Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by
Candido F. Font, P.E.
E -1
3/07
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 09 -0224.07
Expiration Date: April 08, 2014
Approval Date: April 08, 2009
ECO Window Systems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
prepared by Al- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun
Farooq, P.E.
Complies with ASTM E1300 -02/04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February
20, 2009, signed and sealed by Humayoun Farooq, P.E.
2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20,
2009, signed and sealed by Humayoun Farooq, P.E.
Carl s
Utrera, P.E.
Product Control Examiner
NOA No. 09- 0224.07
Expiration Date: April 08, 2014
Approval Date: April 08, 2009
E -2
sheet 1 of 6 )
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
ECO —GUARD SERIES -100
ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
D.L.O. (FIX. UTE)
12" MAX.
l
HEAD
I 1 1
— _
,,
'I
-
il I
II
_= == _ =11 I
I/ II
= =-
II II
II I
B II
II
II II
)4i II
21'
II
II
II II
IF--
A
I,
I
I
I
II
I
I
41' I
11
I I
II
NO ANCHORS
AT SILL
47 3 /B'
D.LO. (VENT)
50 3/16'
VENT WIDTH
EQUAL LITES
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
TYPICAL ELEVATIONS
TESTED UNITS
D.L.O. (FIX. UTE)
12" MAX.
I
HEAD
I I
I
--..--1=---
I
�
II II
)4i II
21'
II
II
II II
IF--
A
I,
I I
II
NO ANCHORS AT
47 3/8"
SILL
UNEQUAL LITES (ORIEL TYPE)
HESE -SOWS ARE RATED FOR LARGE_ T TILE iRTI'nc. .
iF ^�1-r {ZS�9.F N(1+F>f7F[]NIOFn ,� I
Engr: DR. HUTA4YOUN FAR000
SIRUCTIIRES
FLA. PE Y 16557
CAN. 3536
AWS4wtas isPoYwl
Oro Cab
8
i
1
0
v
1
drawing no.
W09 -08 j
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
GLASS TYPE 'A'
GLASS TYPE '8'
WIDTH
HEIGHT
EXT.( +)
INT.( -)
EXT.( +)
INT.( -)
%6"
75.0
90.0
79.0
90.0
7a'
75.0
90.0
75.0
90.0
26 -1/2"
75.0
90.0
75.0
90.0
32"
26
75.0
90.0
75.0
90.0
37"
(3)
75.0
90.0
75.0
90.0
40'
75.0
90.0
75.0
90.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
75.0
90.0
75.0
90,0
19 -1/6"
79.0
90.0
75.0
90.0
24"
75.0
90.0
75.0
90.0
28 -1/2'
75.0
90.0
75.0
90.0
32"
"
75.0
90 0
75.0
90.0
37"
(3)
79.0
9
75.0
90.0
40"
75.0
90.0
75.0
90.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
79.0
90.0
79.0
90.0
19 -1/8"
75.0
90.0
75.0
90.0
24"
75.0
90.0
75.0
90.0
26 -1/2"
75.0
90.0
75.0
90.0
32"
90 -5/6"
75.0
90.0
75.0
90.0
37"
(4)
75.0
90.0
75.0
90.0
40"
75.0
90.0
75.0
80.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
75.0
90.0
75.0
90.0
19 -1/8"
75.0
90.0
75.0
90.0
24°
75.0
90.0
75.0
90.0
26 -1/2"
75.0
90.0
75.0
90.0
32"
63'
75.0
90.0
75.0
90.0
37'
(5)
75.0
90.0
75.0
90.0
40"
75.0
90.0
75.0
90.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
75.0
90.0
75.0
90.0
19 -1/8"
75.0
90.0
75.0
90.0
24'
75.0
90.0
75.0
90.0
26 -1/2"
75.0
90.0
75.0
90.0
32"
76"
75.0
90.0
75.0
90.0
37"
(8)
75.0
90.0
75.0
90.0
40'
75.0
90.0
75.0
90.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
75.0
90.0
75.0
90.0
WIDTH
EQUAL LITES
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B'
WIDTH
HEIGHT
EXT.( +)
1NT.(-)
EXT.( +)
1NT.( -)
19 -1/8"
75.0
90.0
75.0
90.0
24"
75.0
90.0
75.0
90.0
28 -1/2"
75.0
90.0
75.0
90.0
32'
90-5/8"
75.0
90.0
75.0
90.0
37"
(4)
75.0
90.0
750
90.0
40"
75.0
90.0
75.0
90.0
48"
75.0
90.0
75.0
90.0
53 -1/8"
79.0
90.0
75.0
90.0
19 -1 /8"
75.0
90.0
75.0
90.0
24"
75.0
90.0
79.0
90.0
28 -1/2'
75.0
90.0
75.0
90.0
32"
63"
75.0
90.0
75.0
90.0
37"
(5)
75.0
90.0
75.0
90.0
40'
75.0
90.0
75.0
90.0
48"
-
-
75.0
90.0
53 -1/8"
-
-
75.0
90.0
19 -1/8"
75.0
90.0
75.0
90.0
24"
75.0
90.0
79.0.
90.0
26 -1/2"
75.0
90.0
75.0
90.0
32"
76"
75.0
90.0
75.0
90.0
37"
(6)
-
-
75.0
90.0
40"
-
-
75.0
90.0
48"
-
-
75.0
90.0
53 -1/8"
-
-
75.0
90.0
1/8" HEAT STREN'D. GLASS ty 3/18" HEAT STREN'D. GLASS
.090" INTERLIYER ® .090" INTERLAYER
BUTACITE PVB BY 'DUPO
BUTACITE PVB BY 'DUPONT
1/8" HEAT STREN'D. 3/16" HEAT STREN'O. GLASS
SILICONE
DOW 899
2
2
SILICONE
DOW 899
\ GLASS TYPE '
GLAZING OPTION$
GLASS TYPE 'B'
WIDTH
UNEQUAL LITES (ORIEL TYPE)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
RI
EGO-GUARD SERIES -100 ALUM
0
a
I
A
drawing no.
W09 -08
sheet 2 of 6
/.
/
UNEQUAL LITES (ORIEL TYPE)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
RI
EGO-GUARD SERIES -100 ALUM
0
a
I
A
drawing no.
W09 -08
sheet 2 of 6
1BY
WOOD BUCK
44 4
°e 4 a
2
0
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1
fel
I®
0 CD
F
k
W
0
0
0
N
0
o
°
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
h SEALANT:
MIAMI -DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
2
OR
WOOD
S
O
BUCK
RE
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
DTr'AT
46/11111EANClifilISE ELEV. FOR SPACING
altil47-D IA. TAPCON (Fu -120 KST. Fy >92 KS)
INTO 28Y WOOD BUCKS R WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/2" MIN. EMBED INTO CONC. OR MASONRY
1 /4° DIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS)
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy 38 KSI MIN.)
ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1/2° MIN.
INTO WOOD STRUCTURE = 1° MIN.
INTO METAL STRUCTURE = 3/4° MIN.
CONCRETE PC = 3000 PSI MIN.
MASONRY Fm = 2000 PSI MIN.
ALL JOINTS AND FRAME CONNECTIONS SEALED WI
JOINT SEALER.
Engl.: OR. HUMAYOUN FAR000
FUSTR 10597
CAN. 1538
9
V
1
9
1
a6
i
I
drawing no.
W09 -08
[sheet 3 of 6
MIAMI -DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ITEM 9 PART # REGD. DESCRIPTION 14ATERVJ. YANF. /SUPPLIER /REMARKS
1 1111101 - 1 FRA4IE HEAD 8083 -16 -
2 FY115 1 FRAME 911 6083 -T6 -
3 FY103 2 FR/WE JAMS 6063 -T6 -
4 111104 1 FOLED 1110. RAIL 8083 -T8 -
5 *1105 1 VENT TOP RAIL 6083 -18 -
6 FY114 1 VENT BOTTOM RAIL 6063 -T6 -
7 F1107 2 VENT 9011 640. 6063 -T6 -
8 111108 AS 800. GLAZING BEAD (5/18' LAM. GLASS) 8083 -T6 -
64 FY109 45 ROD. GLAZING BEAD (7/18' LAN. 111455) 8063 -TB -
9 1111116 2/11E81 SASH 510? 6063 -15 -
12 51.203? 2/VENT SWEEP LATCH. Al 12-1/2" FROM ENDS ZAMAI< SULLIVAN & ASSOC.
124 a8 N 5/8' 2/ LATCH LATCH INST. SCREWS 5T. STEEL FH SMS
14 B8 K 1' 43 REGD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS
144 S8 11 3/8" 2/ VENT 801TOM RAIL ASSEMBLY SCREWS CRS PH 5145
15 11207 AS RE00. 8017044 RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB
16 11203 AS 81100. GLAZING BEAD BULB SANTOPRENE ULTRAFAB
18 623181 45 RE00. 1184 5141 W'STRIPPWG - ULTRAFAB
19 47117 4/ VENT SASH GUIDE CELCON 14&41 PLASTICS
194 /6 0 3/8' 1/ 01110E SASH GUIDE 8151. SCREW CRS ON 5045 TYPE B
20 11210 2/911147 SASH BALANCE - SUPERBOOST BY 951
204 ®8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P 111 5415
21 - AS REGD. GLASS SPACER SILICONE FRANK LOWS
22 - 1 5/16" 1100 SCREEN - OPTIONAL
23 111120 - FLUSH FRAYS ADAPTER 8083 -T8 OPTIONAL
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4' MAIL.
1/4" YA%.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR ,SPACING
L
EXTERIOR
FEB 2 9 2009
drawing no.
W09 -08
sheet of 6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
MW1A1 -DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
Engn OR. HUMAYOUN FAR000
FLA. FEE 0557
' CAN. 3538
7
7
eia
8
to
8
a.
0
S
N
drawing no.
W09 -08
[sheet 6of 6
I
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
R. C. Aluminum Industries, Inc.
2805 NW 75th Ave
Miami, FL 33122
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 372 -6339
www.miamidade.gov /buildingcode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami-Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Division 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.
DESCRIPTIO i n rance Do. • , nso--- mM� identes - L M
APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ",
sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al-Farooq Corporation,
signed and sealed by Arshad Vigar, 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
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LIMITATIONS:
1. Load bearing shim required.
2. Max %" shim allowed for installation in steel substrate.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 renews NOA No. 08-0613.07 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 Jaime D. Gascon, P. E.
MIAMIoADE CouNTY
` No-044630.07 z
Expiration ate August
Approval Date: August 05, 2009
Page 1
■11
r
R. C. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1
through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq
Corporation, signed and sealed by Arshad Vigar, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum entrance door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM-5390 dated
February 18, 2008, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 08- 0613.07)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum entrance door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154,
dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL-4166, dated
March 31, 2004, signed and sealed by Edmund() Largaespada, P. E.
(Submitted under previous NOA No. 04-0608.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2004/
2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on
July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E.
Complies with ASTM E1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
Jaime D. Gascon, ' E.
Chief, Product Control Division
NOA No. 09-0630.07
Expiration Date: August 19, 2014
Approval Date: August 05, 2009
R. C. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad
Vigar, P. E.
2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by
Arshad Vigar, P. E.
3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar,
P. E.
4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration
Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S.
Rionda, P. E.
(Submitted under previous NOA No. 08-0613.07)
5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL -4155 and FTL-
4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March
30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 04-0608.03)
G. OTHERS
1. Notice of Acceptance No. 08-0613.07, issued to R. C. Aluminum Industries, Inc. for
their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites —
approved on 09/04/08 and expiring on 08/19/09.
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09-0630.07
Expiration Date: August 19, 2014
Approval Date: August 05, 2009
E -2
39 3/8' MAX.
FRAME WIDTH
75 3/8' MAX
4 1/2" MAX.
HEAD /SILL
CORNERS
So
RI 4
ZJ
0
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
D.L OPG.
__3& 4' MAX.
DULL
SERIES RD45
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE.
SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
(XX)
8
I +
N ABOVE t1.ER) - A(1 O paw
c
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
Ems: ARSHAD MAR 43
CAAL
FLA. C N 3538
MAY 0 6 2009
0
c
S
B
E
S
s
S
S
Mliwd
lY•-•4nn
a
S
B
u
A
drawing no.
W04 -37
sheet I of 10
DESIGN LOAD CAPACITY - PSF
SINGLE OR DOUBLE ENTRANCE D008S WITH TRANSOMS
DOOR GLASS TYPE GLASS TYPE
WIDTH -91 WIDTH -W2 HEIGHT-A 'A' "B'
INCHES INCHES INCHES EXT.( +) /INT.( -) EXT.( +) /NT.(-)
24 80.0 80.0
63 -3/8 30 80.0 80.0
37 -5/8 60.0 80.0
43 -5/8 60.0 60.0
81-5/8
24 80.0 80.0
69 -3/8 30 80.0 80.0
37 -5 /8 80.0 80.0
24 80.0 60.0
75 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
24 80.0 80.0
83-3/8 30 80.0 80.0
37 -5/8 80.0 80.0
43 -5/8 80.0 80.0
24 85 -5/8 80.0 80.0
69 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
24 60.0 80.0
75 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
24 80.0 80.0
83 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
43 -5/8 80.0 80.0
91 -5/8
24 80.0 80.0
89 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
24 80.0 80.0
75 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
24 80.0 80.0
63-3/8 30 80.0 80.0
37 -5/8 80.0 80.0
43 -5/8 80.0 80.0
24 97 -5/8 80.0 80.0
69 -3/8 30 80.0 80.0
37 -5 /8 80.0 80.0
24 80.0 80.0
75 -3/8 30 80.0 80.0
37 -5/8 80.0 80.0
39 3/8' MAX.
FRAME WIDTH
33 3/8'
D.L. OPG.
75 3/8' MAX.
FRAME WIDTH
69 3/8'
D.L. OPG.
12" MAX. 4" MAX. 12° MAX.
HEAD /SILL HEAD /SILL HEAD /SILL
CORNERS
4" MAX.
HEAD /SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
SURFACE APPLIED
FALSE MUNTINS
MAY HE USED
25 11 /16°
r� D.L OPG.
LEAF WIDTH
(O /X)
25 11/16"
D.L. OPG.
72" MAX.
DOOR OPNG. WIDTH
(O /XX)
WI (SINGLE DOOR FRAME WIDTH) = it + t -s/8'
drawing no.
W04 -37
(sheet 2 of 10)
DESIGN LOAD CAPACITY - PSF
SIDELITES
— %
GIOAS TYPE
SIDELITE WIDTH
FRAME HEIGHT(
,D
INCHES
INCHES
EXT. 4 /INT.( -)
36 -1/4
80.0
..-- 38 -55 /I
I
II
n
i
80.0
x21 =1" /(
j
80.0
43 -1/4
-
\
_
1 .
80.0
36 -1/4
\
\
// \
//
/
///
//
//
I //
80.0
38 -5/8
85 -5/8
80.0
41 -1/4
80.0
36 -1/4
80.0
38-5/8
81 -5/8
80.0
36 -1/4
97 -5/8
80.0
2 1/4" MAX.
HEAD /SILL
CORNERS
SIDELITE WIDTH MAX.
SEE CHART AT LEFT
2 1/2"
2 1/2"
r
FRAME HEIGHT
91 5/8'
i1
II
/I
II
1!
/
\ [..
_
Vil-
II
//
//
�/
O
I I
I
II
n
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Ak
D.L OPG.
C
-
--
____L___
-
\
_
1 .
,II
/ II
/
/
\
\ \Jt.__
`I`
' - -aF
WA
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
NOTE:
FOR DOORS CAPACITY SEE SHEET 1
(MAX. DOOR FRAME WIDTH = 75 -3/8"
MAX. DOOR FRAME HEIGHT = 97 -5/8 ")
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOORS OR SIDEUTE
CHART WILL APPLY TO ENTIRE SYSTEM.
D.L
OPG.
(0)
2 1/4" MAX.
HEAD /SILL
CORNERS
SIDELITE WIDTH MAX.
SEE CHART AT LEFT
2 1/2"
2 1/2"
75 3/8" MAX.
FRAME WIDTH
SIDEUTE WIDTH MAX.
SEE CHART AT LEFT
D.L. OPG.
25 11/18"
D.L. OPG.
72" MAX.
DOOR OPNG. WIDTH
25 11/16"
D.L. OPG.
(OXXO)
D.L. OPG.
Engrt ARSHAO %TOAR
CIVIL
TEA. PE C381383
CAN. 3538
MAY 0 6 2009
N - -
d
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a B
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SERIES RD45 ALUM ENTRANCE DOOR (LM.I)
FAK (305) 592 -2184
0
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0
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2
N
N
8
C
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drawing no.
W04 -37
(sheet 3 of 10
i1
/I
\
1!
/
\ [..
_
Vil-
//
//
�/
_ a1
_
P
II
II
\
\
\
\
/
t / I
II
D.L OPG.
C
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II O
II
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-fir ---
-
\
_
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/
/
\
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n_,,,____
c
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\
// \
//
/
///
//
//
I //
/ ACTIVE
I
INACTIVE \
D.L. OPG.
25 11/18"
D.L. OPG.
72" MAX.
DOOR OPNG. WIDTH
25 11/16"
D.L. OPG.
(OXXO)
D.L. OPG.
Engrt ARSHAO %TOAR
CIVIL
TEA. PE C381383
CAN. 3538
MAY 0 6 2009
N - -
d
cto
a B
I. e1
SERIES RD45 ALUM ENTRANCE DOOR (LM.I)
FAK (305) 592 -2184
0
a
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1t
a
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0
a
O
N
2
N
N
8
C
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I
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drawing no.
W04 -37
(sheet 3 of 10
LOCK OPTIONS SINGLE DOORS;
OPTION It:
3 POINT LOCK SYSTEM BY "AMESBURY'
WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM
AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR.
OPTION 92
3 POINT LOCK SYSTEM BY 'HOPPE'
WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM
AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR.
LOCK OPTIONS DOUBLE DOORS;
OPTION 11
ACTIVE LEAF:
3 POINT LOCK SYSTEM BY 'AMESBURY'
WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM
AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR.
INACTIVE LEAF
2 POINT LOCK SYSTEM BY 'AMESBURY'
SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL
SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM
OPTION d7:
ACTIVE LEAF:
3 POINT LOCK SYSTEM BY ' HOPPE'
WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM
AND DEAD BOLT LOCKSET AT 32 -1/2" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR.
INACTIVE LEAF
2 POINT LOCK SYSTEM BY 'HOPPE'
SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL
SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM
1 /8' HEAT SIREN)). GLASS
.090" INTERLAYER
DUPONT 'BUTACITE' PVB
1/8" HEAT STREN'D. CLASS
SIUCONE
DOW CORNING 795
DOW CORNING 995
GLASS TYPE 'A'
5/32" TEMP. GLASS
1/4' AIR SPACE
1/8" HEAT SIREN)). GLASS
.090" INTERLAYER
DUPONT 'BUTACITE' PVB
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 795
DOW CORNING 995
, 0
/ GLAZING DETAIL AT
DOOR LEAF
GLASS TYPE '6'
.GLAZING OPTIONS
Engr: AR9W6 NOAH
CIVIL
FLA. PE / 38863
C.A.N. 3538
GLAZING DETAIL AT
SIDEUTE
PRODUCrRENEWED
asoeIdyb9 thewNA Florida
Magog Code
AAsxrdeone No
Eagiallea Date
BY
MAY 0 6 2009 Product Central
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B
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B
N
B
B
B
a
B
S
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I
B
drawing no.
W04 -37
shoat 4 01 10
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
EXTERIOR
n
1/2 MIN.
THROW BOLT
PENETRATION
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
METAL
STRUCTURE
2
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM,
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
myetamtlig ELEV. FOR SPACING
4 DIA. WTI 10/1K-CQN i(_SF KSI, Fy =1sT KSI)
"°INTO 26Y WOOD BUCKS OR WOOD STRUCTURES
1 -1/2' MIN. W000 PENETRATION
THRU 1BY W000 BUCKS INTO MASONRY OR CONC.
I -1/4" MIN. EMBED INTO MASONRY OR CONC.
DIRECTLY INTO MASONRY OR CONCRETE
1 -1/2" MIN. EMBED INTO CONCRETE
1. 1.
_
(GRADE 5 CRS)
INTO METAL STRUCTURES
STEEL : 1/8` THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
j?C.61 EDGE DISTANCE
INTO CONCRETE AND MASONRY 2 -1/2' MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE f'c = 3000 PSI MIN.
MASONRY f'm "= 1500 PSI MIN.
SEALANTS
ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH
WHITE /ALUM COLORED SILICONE.
gr ARSHAD Y1QAR
CAN.
DA PE 1_15853
CAN. 3938
(11--
PRODUCT MIMED
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W04.-37
sheet 5 of 10
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
ACTIVE
ANCHORS
ACING
1/2' MAX.
SHIM—
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
(x)
LOCKS
SEE SHEET 4
FOR DESCRIPTION
1/2' MAX.
SHIM
LOCKS
SEE SHEET 4
FOR DESCRIPTION
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INACTIVE
ACTIVE
METAL
STRUCTURE
D.L. OPG.
1BY
WOOD BUCK
EXTERIOR
LEAF WIDTH
I/2^ MAX.
SHIM
FRAME MADTH
C
0
FAX. (305) 592 -2184
jS
A
8
S
8
Engn ARSHAD VIOAR
CML
FLA PE A 38883
CAN. SS3B
MAY 0 6 2009
PRODUCT RENEWED
estomplying with the Florida
Building Coda
Aarrame=No
Eaphaitva Duct
By
Miami D,.. Product Control
Divwmi
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drawing no.
W04 -37
(sheet 6 of 10
L
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
C
x
(O /x)
(o/xx)
®14711•
SELF DRILLING SCREWS
AT 4' FROM ENDS
AND 12. O.C. MAX.
EXTERIOR
fngr: ARSRAD %OAR
CML
FIA, PE B 38893
CAN. 38
MAY 0 6 2009
PRODUCT RENEWRD
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drawing no.
W04 -37
(sheet 7 01 10
1/2" MAX. SIDELITE FRAME HEIGHT 1/2" MAX.
SHIM
SHIM
OD.L. OPG. s O
. EXTERIOR
0 8 mm{1�
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I c g ( no date by description ENGINEERS & PRODUCT DEVELOPMENT
i8C0b 3/8• - I• A 07.09.04 REV. PER Boca COMMENTS R.C. ALUMINUM INDUSTRIES INC. 123ssw.s7AVE f
0D m B 05.14.00 GENERAL REVISION 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174
p, I (a. q< HAtnS C 07.09.00 _ REV. PER ERE coMaENrs MIAMI. FL. 33122 TEL (306) 7E4 8100 FAX. (SQE) 2826978
W � D 05.05.09 ENGR. NAPE REV.
p V P cm. MI J- TEL (305) 592 -1515 FAX. (305) 592 -2184 -( COMP- ANL \W04 -37RC)
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
I/2' MAX.
D.L. OPG.
SIDELITE WIDTH
or MAX.
(DOOR W/ SIDEUTE)
DOOR FRAME WIDTH
D.L. GPO.
EXTERIOR
BY
1a
Mang
Product Cana
DIv'.slnn
drawing no.
W04 -37
Sheet 8 of 10
SIDELITE HEAD /SILL
TRANSOM JAMB
.125
F
1.625
L
Ix 2.610 N \4 L°l.875 -L-I
Si = 1.363 IN\3
( DOOR HEAD
SIDELITE JAMB
TRANSOM HEAD /SILL
Ix = 2.282 IN \4
E3 FRAME JAMB SE = 1.024 IN \3
HINGE STILE
E8 INACTIVE LOCK STILE
1.688
1.250
12262025
SNAP COVER
-^-I 1 -=.562
E4 TOP RAIL
I
1.750
L
ACTIVE LEAF LOCK STILE
.184
1.246
9�d
GLAZING BEAD
EB (LAM. INSUL GLASS)
1
.875
E2
FRAME SILL
ANCHOR CUP
.100 -4
7.750
BOTTOM RAIL
GLAZING BEAD
OE9 (LAM. GLASS)
p-- 1.870
.860
-12995 -�
INTERIOR SNAP COVER
.500_1 r
.082 i
1.844
.6251 1=-
VERT. JAMB STOP
ITEM #
NUMBER
REQO.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
E1
R045 -023
1
FRAME HEAD
6005 -T5
-
E2
R045 -024
1
FRAME SILL
6063 -T6
-
E3
R045 -022
2
FRAME JAMB
TOP RAIL
6063 -T8
6063 -T6
-
-
E4
RD45 -004
1 /LEAF
E5
RD45 -021
1/ LEAF
BOTTOM RAIL
6083 -T8
-
E8
8045 -006
2/ LEAF
HINGE STILE/INACTIVE LEAF LOCK STILE
6005 -15
-
E7
RDAS -002
2
VERTICAL JAMB STOP
8063 -T6
-
EB
RD45 -010
AS REOD.
GLAZING BEAD (LAM. INSUL GLASS)
8063 -T6
-
E9
RD45 -007
AS REOD.
GLAZING BEAD (LAM. GLASS)
6063 -T6
-
E10
RD45 -017A
AS REDD.
LOCK STILE ACTIVE LEAF
6005 -T8
-
E11
R045 -014
AS REOD.
51DELI1E HEAD /SILL TRANSOM JAMB
6005 -T5
-
E12
RDAS -015
AS REGD.
JAMB AT SIDE LITE. HEAD /SILL AT TRANSOM
6063 -T6
-
E13
RD45 -016
AS REOD.
SNAP COVER
-
-
E19
RD45 -029
AS ROOD.
INTERIOR SNAP COVER
-
-
E20
8045 -030
AS REOD.
ANCHOR CLIP, 8' LONG
6063 -T6
-
M1
8045 -1401
4/ LEAF
HINGE ASSEMBLY
8005 -T5
-
M3
RD45 -1403
AS REDO.
FLUSH BOLT AT 3 POINT LOCK
-
-
M14
W31384NK
AS REOD.
WEATHERSTRIPPING
-
-
M20
-
3/16' x 1/2 x 4" SETTING BLOCK.
-
6' FROM EACH ENO
M21
-
1/2' x 3/4 x 4 SERINO BLOCK.
-
6' FROM EACH ENO A MIOSPAN
M24
RD45 -M13
4/ LEAF
HANDICAP OFFSET HINGE ASSEMBLY
6005 -T5
-
1425
W31421 NI(
AS READ.
WEARHERSTRIPPING
-
-
V1
03757270
DOOR W'STRIPPING
FOAM
0 -LON
V2
V -059
OFFSET BULB VINYL WSTP.
PVC
V4
V -009
BULB W STRIPPING
PVC
WIBORG, 4V -3289
V5
V -085
PEROXIDE THREAD -IN FINGER
-
TREMCO
S2
AS REDD.
03/8' -16 X 2' LG. FULL THREAD HX.HD..
-
1 PER GONER
S3
4/ HINGE
#12 - 24 X 3/4" LG. PHIL F.H. MACHINE SCREW
ST /ST
HINGE INSTALLATION SCREWS
S6
AS REOD.
#12 X 1 -1/4' LG. PHIL 5145.
ST /ST
ASSEMBLY FASTENERS
SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION
Engr.:RSK O VIOAII
CIVIL
FLA. E f 38883
CAN. 3536
MAY 0 6 2009
PRODUCT RENEWED
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drawing no.
W04 -37
(sheet 9 of 10
Aky
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(revisions: SERIES RD45 ALUM ENTRANCE DOOR L.N.I. AL- FAROOQ CORPORATION ca
m * s dole. OS -09-04 fi0 date by description
O (, 3 • - �- 0.09.0. No CHANGE r� SHEET R.C. ALUMINUM INDUSTRIES INC. ENGINEERS 7 PRODUCT DEVELOPMENT I f
/e az3s s.w. e.7 AVE
C m 9 05.14.08 GENERA. REVISION 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174
E, I (d, er. HAMM l c 07.09.08 NO CHANGE THIS SHEET MIAMI, FL. 33122 TEL. (305) 264-8100 FAX (305) 2526978 C',
W 3 0 05.05.09 ENGR. NAME REV.
p V P ANk. by: TEL (305) 592 -1515 FAX. (305) 592 -2184 COMP- ANL \W04 -37RC)
DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER
DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER
1• x 2 -1/2' x 1/4'
ALUM PLATE
LEAF TOP CORNER
LEAF BOTTOM CORNER
MAY 0 0 2009
drawing no.
W04 -37
sheet 10 of 10
