WS-12-1237Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 181846
Scheduled Inspection Date: November 26, 2012
Inspector: Bruhn, Norman
Owner: SIMAS, PAUL
Job Address: 363 NE 98 Street
Miami Shores, FL 33138-
Permit Number: WS -7 -12 -1237
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number (786)259 -5258
Parcel Number 1132060135640
Phone: (305)264 -0446
Building Department Comments
Installing 10 IMPACT WINDOWS
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 181234. CREATED AS
REINSPECTION FOR INSP - 175463. cancelled by Lourdes
Stucco repair at window retums cracked. NB
November 26, 2012
For Inspections please call: (305)762 -4949
Page 6 of 11
NOTICE OF COMMENCEMENT
e0 I3E ON THE JOB SITE AT TIRE OF RRST INSPECTTO11
PERMIT NO. (v-'
FOLIO NO. 11 -3204 - 013 T
SG
1111111 11111111111111 111111111111111111111111
STATE OF FLORIDA
COUNTY OF MIAAAI -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
Tide Notice or commencement Mould be recorded at
The Cleft of Courts
tileed-Dade County Caawthoome � Fbst Wreet, let Floor, 11N n1,:L 35128
1. Legal description of property and stleeUaddress: Re S(cL 'lt
CFN 2012R0450072
OR 8k 28164 Ps 20901 (lasl
RECORDED 06/26/2012 14 :16033
HARVEY RUVIN, CLERK OF COURT
IIIANI -OADE COUNTY, FLORIDA
LAST PAGE
9 : 1 .r //+M
(/0)
33
3. Owners) name and address: Pau 6 Si,t 3 6 3 Ale 98 -sr /1/.4fl!
Interest in property: /WA-
Name and address of fee simple titleholder.
bond mired by owner from contractor, if any)
Amount of bond $
6. Lender's name and address:
7. Persons with the state of Florida designated by Owner upon whom not
provided by Section 713.13(1)(8)7., Florida Statutes.
Name and : psi rasa:
or other documents may be served as
h omen designates the following person(s) to receive a copy y of the L
in n 71313(1)(b); Ronda Mutes.
ress:
9. Expiration date of this Notice of Commencement
different date Is specified)
Owner
er's Name Pol C1 I
expir go¢ dete0s 1 year from the date of recording unless a
,
Sworn to and subscribed before me this day of
Notary Pub
Nat Notary's Name + r
ionic 1L. ';r. ... a.p
Prepared by O O df2-De
6
IEI51.103
EXPIRES: Ap1827, 2015
Braerwske Nam
B t it 12 � Lot/tog)
B DING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit Type:
RECEIVED
JLfl 0 6 2012
BY a
FBC 2010
P e r m i t No. W S - k2-123-1
Master Permit No.
ROOFING
JOB ADDRESS: 3 6,3 E 9g
City: Miami Shores County: Miami Dade Zip: 3 3 / 3
Folio/Parcel#: / / — 3) % — 0 / 3 _ St, 40
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): f G/ (,A / S i M Phone#:(P0-6 ? 4S- ° / 7 7J—
Address: 3 (, 3 /I) E 9
City: , _I HI /14 / S TTU lZ State: F( Zip:. / 3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: / ' ›?7F7- [citi-ed 5XJaM Tr D G17 0)7 Phone#()O.) 573 0 0 E/
Address: 0 6
City: pp
Qualifier Name: � O /U et-t(let /i oet r 10 0 Phone#:C O r)
4/ 9 0 7
State Certification or Registration #: G G / 5 / 3) 7Y' Certificate of Competency #:
Contact Phone#:( '- 2-`i —% 2 13 Email Address: L0 c) AtsP ' //vc .!1&77/
DESIGNER: Architect/Engineer: Phone#:
I State: F L- Zip: 3 / 72—
Value of Work for this Permit: $ 1/ / 9 94, Square/Linear Footage of Work: z ® 0
Type of Work: ❑Addition \iteration ONew FSRepair eplace ❑Demolition
Description of Work: Z it) 5 'f 'Pr (f f /1JG (/ 0) vYY/ V(/ d kr
Color thru tile:
Submittal Fee $ 50 ,00 Permit Fee $ 004 CCF $ CO /CC $
Scanning Fee $ pimp Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ I 1
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signatur
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this \ Q The foregoing instrument was acknowledged before me this ? A�1
day of 0,-,)-M4 , 20 (L, by P(r. 0 f S'i MP S , day of S 016 e, , 20 11, by �; 64'464 IN Na) r�s�, 0L0?
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: gpRY PpB NOTARY PUBLIC:
\ .•, j RIGOBERTO JESUS CUESTA Aoto ; .Nc, RIG'OBERTO JESUS CUESTA
COMMISSION # EE 05134
0
* * IR : April 27,2015 �* Z MY COMMISSION # EE 051340
S: April 27, 2015 Sign: Nary Swims Sign: Budget Nally Writes Print: RIG® b e-(''(() Print: �1 6 o be-4o S
My Commission Expires: Ara ,-1 L a7 /20/ 5
My Commission Expires: IN-Ma- �'7 a is
APPROVED BY
7L &J
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012XRevised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOA
PERMIT NO. TAX FOLIO NO. fI- 32 0C, -013 .5 40
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
111111111111111111111111111111111111111111111
CFN 2012Rn. 5>i 91 172
OR Bt, 28164 P9 2090; (1o9)
RECORDED 06/26/2012 14 :16 :33
HARVEY RUVII4, CLERK OF .COURT
MIAMI-DADE COUNTY? FLORIDA
LAST RAGE
This Notice of Commencement should be recorded at:
The Cleric of Courts
Miami -Dade County Recorder
Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128
1. Legal description of property and street/address: R e St tail 4 _
3 6, 3 AJE 92 T MI/Am; ,Sikez S 1 F(3313?
2. Description of improvement: �N S '7(da-1 /i n1G (/O) J Hpa-t C40 k, s
3. Owner(s) name and address: Po i c SIA-MS 3 63 /I%E 92 54o,2es
Interest in property:
Name and address of fee simple titleholder
4. Contractor's name and address: - y,,7-' jJJ 9
/o$ o/ rJW // S% , s1- /03 /-1 4/4
5. Surety: (Payment bond required by owner from contractok ifilitypF FLORIDA, COUNTY OF DADE
Name and address:
Amount of bond $
6. Lender's name and address:
(14
` HEREBY CERTIFY that tits 6truo copyetTho
on
this office on�� . _de,, of
33/72 --
lIFY ;LE
•
FRS Of
� County "_'....
By ► l4C �_, qI ( _+.c.
7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and address:
A-
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the a xptiorp date " 1 year from the date of recording unless a
different date is specified)
Signature of Owner
Print Owner's Name PO v L Si r/ -5
Sworn to and subscribed before me this day of
Notary Public
Print Notary's Name (Zt 6 o b e-FC'� l', ,� 9,,0' 0
My commission expires: 4T'rL 7 i
Prepared by
OU1Z) c //a/a
asii -C_ ,1 20 A
B `�
rp c.
MY COMMISSION t EE051340
Q
EXPIRES: Apr 27, 2015
r < o Tian thoise Notary Serino
6
w S- 12- 1 2,3»7
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
BLDG DEPT
` >U
IG MEM
3JECT TO COMPLIANCE WITH ALL F LD[IlAL
Ail' .AND COI INTYF1111 FS AND [11ft)1ATIONS
9
8 7
6
5
BATHROOM
BEDROOM
10
3UL
..... off
4
2ND FLOOR
ALL WORK BEING
PERFORMED IS ON THE
2ND FLOOR
ro"
3
BEDROOM
1
2
TERESA SI AS
363 NE 98 ST.
MIAMI SHORES, R
A1.0
#
SIZE
PRODUCT #
DP REQ.
PRODUCT DP
VENDOR
STYLE
NOTES
1
36 X 63
12.0309.04
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
CASEMENT
X
2
44 X 50
12.0213.05
40.1/ -53.6
70.0/ -70.0
FLORIDA'S BEST
SINGLE HUNG
3
36 X 63
12.0309.04
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
CASEMENT
X
4
36 X 63
12.0309.04
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
CASEMENT
X
5
30 X 84
10- 0107.07
40.11-53.6
71.0/ -71.0
GOPI
ARCHED PICTURE WINDOW
6
30 X 84
10- 0107.07
40.1/ -53.6
71.0/ -71.0
GOPI
ARCHED PICTURE WINDOW
7
11 X 35
10- 1214.13
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
PICTURE WINDOW
8
11 X 35
10- 1214.13
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
PICTURE WINDOW
9
36 X 63
12.0309.04
40.1/-53.6
80.0 / -80.0
FLORIDA'S BEST
CASEMENT
X
10
36 X 63
12.0309.04
40.1/ -53.6
80.0/ -80.0
FLORIDA'S BEST
CASEMENT
X
TERESA SIMAS
363 NE 98 ST.
MIAMI SHORES, FL.
SCHEDULE
A3.0
2010 FLORIDA BUILDING CODE /ASCE 7 -10
WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDIN
For Buildings with a Mean Roof Height of 60 Feet or Less
DESIGN PRESSURES FOR INTERIOR ZONES ('Zone 4 ")
Mean Roof
Height
Tributary Area (sq. R)
(ft)
10
15
20
25
30
35
40
45
50
15
40.1
- 43.4
39.0
- 42.4
38.2
- 41.6
37.7
- 41.1
37.2
- 40.6
36.8
-40.2
36.4
-39.8
36.1
-39.5
35.9
-39.3
16
40.6
39.5
38.8
38.2
37.7
37.3
36.9
36.6
36.4
16
-44.0
-43.0
- 42.2
-41.6
-41.1
- 40.7
- 40.4
-40.1
-39.8
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
17
-44.6
- 43.5
-42.8
- 42.2
- 41.7
-413
-40.9
- 40.6
-40.3
18
41.6
-45.1
40.5
- 44.0
39.7
- 43.3
39.1
-42.7
38.6
-42.2
38.2
- 41.8
37.9
- 41.4
37.5
-41.1
37.3
-40.8
19
42.1
41.0
40.2
39.6
39.1
38.7
38.3
38.0
37.7
-45.7
- 44.6
- 43.8
-43.2
-42.7
-42.2
-41.9
-41.5
-41.3
19
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
- 46.2
- 45.0
- 44.2
-43.6
-43.1
- 42.7
- 42.3
- 42.0
-41.7
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
- 47.1
- 45.9
-45.1
- 44.5
- 44.0
-43.6
-43.2
-42.8
-42.6
24
44.2
43.1
42.2
41.6
41.1
40.6
40.2
39.9
39.6
-48.0
- 46.8
-46.0
- 45.3
- 44.8
-44.4
-44.0
- 43.6
-43.3
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
- 48.8
- 47.6
-46.8
- 46.1
- 45.6
- 45.1
- 44.7
- 44.4
-44.1
28
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.2
40.9
-49.5
-48.3
-47.5
-46.8
-46.3
-45.8
-45.4
-45.1
-44.8
46.3
45.1
44.3
43.6
43.0
42.6
42.2
41.8
41.5
-50.3
- 49.0
-48.2
47.5
-47.0
-46.5
- 46.1
- 45.7
-45.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
-51.0
-49.7
-48.8
-48.2
-47.6
-47.1
-46.7
-46.4
-46.0
32
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
-51.6
-50.4
-49.5
-48.8
-48.2
-47.7
-47.3
-47.0
-46.6
36
48.2
-52.2
46.9
-51.0
46.0
-50.1
45.3
-49.4
44.7
-48.8
44.2
-48.3
43.8
-47.9
43.4
-47.5
43.1
-47.2
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
-52.8
-51.6
-50.6
-49.9
-49.4
-48.9
-48.4
-48.1
-47.7
49.2
47.9
47.0
46.3
45.7
45.2
44.8
44.4
44.1
-53.4
-52.1
-51.2
-50.5
-49.9
-49.4
-49.0
-48.6
-48.3
50.2
48.9
48.0
47.2
46.6
46.1
45.7
453
45.0
-54.5
-53.2
-52.2
-51.5
-50.9
-50.4
-50.0
-49.6
49.2
51.2
49.8
48.9
48.1
47.5
47.0
46.6
46.2
45.8
-55.5
-54.2
-53.2
-52.5
-51.8
-51.3
-50.9
- -50.5
-50.1
52
52.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
-56.4
-55.1
-54.1
-53.3
-52.7
-52.2
-51.8
-51.4
-51.0
56
52.9
-57.3
51.5
-55.9
50.5
-54.9
49.7
-54.2
49.1
-53.6
48.5
-53.0
48.1
-52.6
47.7
-52.2
47.3
-51.8
52
53.6
52.2
51.2
50.4
49.8
49.3
48.8
48.4
48.0
-58.2
-56.8
-55.8
-55.0
-543
-53.8
-53.3
-52.9
-52.6
DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 5 ")
CATEGORY
Engineering Services, Inc.
1600 5. Federal Hwy Ste 207, Pompano Beach, FL 33062
(954) 784-6991 Tel / (954) 781 -5708 Fax / Info@c5es.eom / CA
Mean R
Height
Tributary Area
(18)
10
15
20
25
30
35
40
45
50
1' 40.1
39.0
38.2
37.7
37.2
36.8
36.4
36.1
35 9
15
-53.6
-51.5
- 50.0
-48.9
- 47.9
- 47.1
- 46.4
-45.8
-45.2
16
.6
39.5
38.8
38.2
37.7
37.3
36.9
36.6
36.4
-54.4
-52.2
-50.7
-49.5
-48.6
-47.7
-47.0
- 46.4
-45.9
17
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
-55.1
-52.9
-51.4
-50.2
- 49.2
- 48.4
- 47.6
- 47.0
-46.5
18
41.6
40.5
39.7
39.1
38.6
38.2
37.9
37.5
37.3
-55.7
-53.5
-52.0
-50.8
- 49.8
- 48.9
- 48.2
- 47.6
-47.0
19
42.1
41.0
40.2
39.6
39.1
38.7
38.3
38.0
37.7
-56.4
-54.1
-52.6
-51.4
-50.4
- 49.5
- 48.8
-48.1
-47.6
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
-57.0
-54.7
-53.1
-51.9
-50.9
-50.0
- 49.3
- 48.7
-48.1
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
-58.1
-55.8
-54.2
-53.0
-51.9
-51.1
-50.3
- 49.6
-49.0
24
44.2
43.1
42.2
41.6
41.1
40.6
40.2
39.9
39.6
-59.2
-56.9
-55.2
-53.9
-52.9
-52.0
-51.2
-50.6
-50.0
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
-60.2
-57.8
-56.2
-54.9
-53.8
-52.9
-52.1
-51.4
-50.8
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.2
40.9
-61.2
-58.8
-57.0
-55.7
-54.6
-53.7
-52.9
-52.2
-51.6
46.3
45.1
44.3
43.6
43.0
42.6
42.2
41.8
41.5
-62.1
-59.6
-57.9
-56.5
-55.4
-54.5
-53.7
-53.0
-52.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
- 62.9
-60.4
-58.7
-57.3
-56.2
-55.3
-54.4
-53.7
-53.1
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
-63.7
-61.2
-59.4
-58.0
-56.9
-56.0
-55.1
-54.4
-53.8
48.2
46.9
46.0
45.3
44.7
44.2
43.8
43.4
43.1
-64.5
- 61.9
-60.1
-58.7
-57.6
-56.6
-55.8
-55.1
-54.4
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
- 65.2
- 62.7
-60.8
-59.4
-58.3
-57.3
-56.4
-55.7
-55.0
49.2
47.9
47.0
46.3
45.7
45.2
44.8
44.4
44.1
- 65.9
-63.3
-61.5
-60.1
-58.9
-57.9
-57.1
-56.3
-55.6
50.2
48.9
48.0
47.2
46.6
46.1
45.7
45.3
45.0
- 67.3
- 64.6
- 62.7
- 61.3
-60.1
-59.1
-58.2
-57.4
-56.8
51.2
49.8
48.9
48.1
47.5
47.0
46.6
46.2
45.8
- 68.5
-65.8
- 63.9
-62.4
- 61.2
-60.2
-59.3
-58.5
-57.8
52
52.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
-69.7
- 66.9
- 65.0
- 63.5
- 62.2
- 61.2
-60.3
-59.5
-58.8
56
52.9
51.5
50.5
49.7
49.1
48.5
48.1
47.7
47.3
-70.8
-68.0
- 66.0
- 64.5
-63.2
- 62.2
- 61.2
-60.4
-59.7
53.6
52.2
51.2
50.4
49.8
49.3
48.8
48.4
48.0
-71.8
-69.0
-67.0
- 65.4
- 64.1
- 63.1
- 62.1
- 61.3
-60.6
General Notes
1 These tables list allowable pressures (W,d), given as 0.6*W„a, where W,ar is the wind pressure calculated in accordance with Chapters 26 and 30
of ASCE 7 -10 using the ultimate design wind speed (Vult) and the variables given herein.
2 These tables are not valid as a site - specific drawing
3 No alterations or markings on this document are permitted
4 These tables apply to walls and vertical surfaces only.
5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder.
6 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable.
7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent
ULTIMATE WIND SPEED (mph) = 175
EXPOSURE CATEGORY = C
Tables are valid for the tollowlna condl Ions only:
1 Wind Speed, (V,a, 3- second gust) = 175 mph
2 Risk Category: 11 (General Residential and Commercial
Construction).
3 Exposure Category C
4 Topographic Factor (Kzt): 1.0 (Flat Terrain)
5 Directionality Factor (Kd): 0.85
6 For situations requiring Kd =1.0, multiply the values in
these tables by 1.18. Verify Kd requirements with local
building official and product approvals before use.
7 Enclosed Building: Gcpi = 0.18
Consult an Enalneer for anv other conditions
Jnstructons
1 Tables show the "worst case° design pressures, with any
unknown variable at its critical condition.
2 Tables are valid for any roof slope. For reductions for roof
slopes less than 10 degrees, consult Engineer for site
specific analysis
3 Calculate the average roof height. If average cannot be
determined, use the peak roof heigln. Round up the roof
height to the next highest table value.
4 Calculate the tributary area (length x height) of the opening
in question. Round the tributary area down to the next
smallest table value. If the tributary area is unknown, use
the most critical value (10 square feet).
5 Area between structural mullions shall be used as tributary
area
6 Determine the Zone (Interior 4, or Exterior 5) of the
opening. An opening with any portion closer than distance
°a° to a building corner shall be considered in an Exterior
Zone (5), otherwise Wall of the opening falls more than
distance "a" from a building comer, the opening shall be
considered in an Interior Zone (4).
7 Distance "a," as refered to above, shall be calculated as the
smaller of 10% of the minimum building width or 40% of
the height, but not less than 3 feet.
8 Read the worst case positive and negative design pressures
for use as required by governing building department.
Emma T. Mellinger, P.E.
FL P.E. # 50049
Date: April 4, 2012
Not Valid without Signature and Raised Embossed Seal
MIAMH
COUNTY
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
T.M. Windows LLC
601 N.W.12t Ave.
Pompano Beach, FL 33609
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High elr1city Hu sane Zone
DESCRIPTION: Series `515" Ouiswing Aluminum Casement Window -- L.M.I.
APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window
(L.M.I.) ", sheets 1 through 6 of 6, dated 04 /14/06, with revision D dated 02/23/12, prepared by A1- Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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 revises NOA # 09- 1015.02 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 Manuel Peres, P.E.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.n iamidade.aov /oars,
GTiu
APPROVED;
NOA No. 12-0S09,04
Expiration Date; May 01, 2013
Approval Date: May 17, 2012
Page 1
T.M. Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement
Window (L..M.I.) ", dated 04/14/06, with revision D dated 02/23/12, prepared by AI-
Farooq Corporation, signed and sealed by Javad Ahmad, 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 marked -up drawings and installation diagram of a series 515 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA# 08- 0506.11)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a series 515 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL -4891, dated 04 /13/06, signed and sealed by Edmundo Largaespada,
P.E.
(Subbed under NOA# 06- 0614.03)
3. 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 marked -up drawings and installation diagram of a series 515 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA# 06-0614.03)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with installation diagram of an aluminum casement window, prepared by
American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated
09/24/02, signed and sealed by William R. Mehner, P.E.
(Submitted reader NOA# 01- 1129.03)
Mann
Product Con aminer
NOA No. 12-0309.04
Expiration Date: May 01, 2013
Approval Date: May 17, 2012
E -1
T.M. Windows 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 8/26/09, signed and sealed by Arshad
Viqar, P.E.
(Submitted under previous NOA #091015.02)
2. Glazing complies with ASTM E1300 -04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Militia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16
2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for their "SAF -GLAS
Polycarbonate Laminate ", dated 12/27 /07, expiring on 12/16/12.
3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their
"Uvekol 5 Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010, and of no financial
interest, dated February 22, 2012, signed and sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration
Testing Laboratory, rnc., dated April 17, 2006, signed and sealed by Edmundo
Largaespada, P.E.
(Submitted under previous NOA #09- 101102)
3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration
Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S.
Rionda, P.E.
(Submitted under previous NOA #09- 1015.02)
G. OTHERS
1. Notice of Acceptance No. 09- 1015.02, issued to T.M. Window & Door LLC for their
Series 515 Outswing Aluminum Casement Window — L.M.I., approved on 01/27/10
and expiring on 05/01/13.
E -2
5/1/114"1 Manuel Pe =i P.E.
Product Control miner
NOA No. 12-0309.04
Expiration Date: May 01, 2013
Approval Date: May 17, 2012
72 1/4°
WINDOW WIDTH
0.1.. 0P0. WIDTH
so•
0.4 OPG. WIDTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 615 ALUMINUM CASEMENT WINDOW
DESIGN LOAD RATINOS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLES TO SINGLE CASEMENT WINDOWS,
ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BURRING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (1*142).
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 10A0 DURATION INCREASE IS USED N 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4.
SINGLE VENT WDW
D.L aPOWNCS
010 NT. TAW. HT - 7.8°
DLO W. (SINGLE VENT] . WOW. w - r
DLO W. DUAL VENT) = WOW. w/2.- 8.125°
LAMINATED GLASS
LARGE MISSILE IMPACT
a
1
m
8
drawing no.
W06 -30
(sheet 1 of 6 )
DESIGN LOAD CAPACITY - PSF FOR ( E ) 812E
DECOR DINS.
GLASS TYPE
'C'
GLASS TYPES
'R', a' At '8'
MOTH
MONT
EXT.(+)
INT.( -)
EKT.(+)
1NT.( -)
19 -1/8°
82.0
62.0
80.0
80.0
26 -1/2°
g)
62.0
82.0
80.0
60.0
37°
62.0
82.0
80.0
80.0
19 -1/8'
820
82.0
80.0
80.0
26 -1/2'
-3�°
(3)
62.0
82.0
80.0
80.0
37°
82.0
620
800
80.0
19 -1/6"
62.0
62.0
80.0
80.0
28 -1/2'
80 -8/8"
(4)
62.0
62.0
80.0
80.0
37°
62.0
82.0
80.0
80.0
19 -1/8'
62.0
62.0
80.0
80.0
26 -1/2°
ig
62.0
62.0
80.0
80.0
37'
62.0
62.0
80.0
80.0
19 -1/0"
74 -1/4°
82.0
62.0
80.0
80.0
26 -1/2"
(6)
82.0
82.0
80.0
80.0
30°
74- 1/416)
62.0
62.0
80.0
80.0
18"
82.0
62.0
80.0
80.0
24"
24'
82.0
62.0
80.0
80.0
30°
(2)
82.0
82.0
80.0
80.0
38°
620
62.0
60.0
820
18'
62.0
62.0
80.0
820
24°
38°
820
62.0
80.0
80.0
30°
(3)
82.0
62.0
80.0
60.0
36'
62.0
620
80.0
80.0
18"
62.0
82.0
80.0
80.0
24'
°
82.0
62.0
820
80.0
30°
(4)
62.0
62.0
60.0
820
38°
62.0
82.0
80.0
80.0
18"
62.0
62.0
80.0
80.0
24'
60"
820
82.0
80.0
620
30°
(5)
82.0
82.0
80.0
80.0
38°
82.0
82.0
80.0
80.0
18'
62.0
62.0
600
60.0
24'
82.0
82.0
80.0
80.0
30'
.
62.0
820
80.0
80.0
38' 1
62.0
62.0
80.0
80.0
18'
62.0
820
80.0
60.0
24"
72"
62.0
62.0
800
80.0
30°
(6)
820
620
800
800
38'
62.0
620
80.0
80.0
37°
72° (6)
820
82.0
800
80.0
() . N0. OP ANCHORS PER JAMB
WINDOW W. WINDOW WIDTH
% xx
APPROVED CONFIGURATIONS
DESIGN LOAD CAPACITY - 989 P011 ( EE ) SIZES
GLASS TYPE
118009 DIMS.
GLASS TYPES
a', a r 's'
WIDTH
MONT
EXT.( +)
1NT.( -)
E%1.( +)
1NT.( -)
26 -1/2'
37°
53 -1/8'
74°
(2)
620
62.0
80.0
80.0
82.0
82.0
80.0
80.0
82.0
820
80.0
80.0
82.0
62.0
80.0
800
28 -1/2°
37"
53 -1/8'
74°
38 -3/8'
(3)
820
82.0
80.0
80.0
82.0
820
80.0
80.0
82.0
62.0
800
00.0
820
82.0
80.0
80.0
28 -1/2'
37°
53 -1/8°
74°
50 -5/8°
(4)
62.0
82.0
80.0
80.0
02.0
80.0
80.0
620
82.0
80.0
80.0
82.0
82.0
80.0
800
28 -1/2°
37°
53 -1/8'
74°
63°
(5)
62.0
80.0
800
82.0
82.0
80.0
80.0
82.0
62.0
87.9
67.9
48.8
48.8
48.8
48.8
28 -1/2"
37'
53 -1/8°
74°
72°
(6)
620
82.0
80.0
80.0
62.0
62.0
86.4
65.4
45.5
45.5
45.5
32.7
32.7
32.7
32.7
24'
38"
48'
60
72°
24'
(2)
82.0
82.0
60.0
800
62.0
620
80.0
BOA
82.0
82.0
80.0
80.0
62.0
80.0
80.0
62.0
82.0
80.0
80.0
24°
38'
48"
so°
72°
38'
(3)
82.0
62.0
80.0
80.0
62.0
62.0
800
80.0
62.0
620
60.0
80.0
62.0
62.0
80.0
80.0
620
82.0
800
80.0
24°
36'
48°
60°
72°
48°
(4)
620
62.0
80.0
80.0
62.0
620
600
80.0
62.0
62.0
80.0
80.0
62.0
620
80.0
600
62.0
620
80.0
60.0
24°
38"
48°
60"
72"
80°
(5)
62.0
82.0
800
80.0
62.0
620
80.0
80.0
620
82.0
80.0
80.0
820
620
89.8
89.8
58.0
58.0
58.0
880
24°
36°
48"
60'
72'
63'
(5)
62.0
82.0
80.0
800
82.0
82.0
80.0
80.0
62.0
820
76.2
78.2
622
80.2
60.2
50.1
50.1
50.1
50.1
24°
38°
or
60'
72"
72°
(8)
620
82.0
800
WA
620
62.0
87.2
67.2
50.4
60.4
524
50.4
40.3
40.3
40.3
40.3
33.8
33.8
33.6
33.6
() a N0. OF ANCHORS PER JAMB
SWCONE
DOW CORNING 995
1ROAC0 1RENOLAZE 500
3/16° HEAT STRE1111 GLASS
.120° 04TERIAYER
11YEK0L -U0 RESIN
3/16" HEAT STREAM GLASS
SILICONE
009*
DOW CORNING 995
TREAK:O 190313A2E 500
GLASS TYPE 'D'
GLAZING OPTIONS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
u
GLASS TYPE 'C'
GLASS TYPE 'E'
k
F 4 1'1
'droving no.
W06 -30
(sheet 2 of 6 )
Agisiumr
0 AP:0 1�
sDw "I gaurnga 0
O
i_An lr.« 0
HINGE OPTION
TWCAL ANCH0AS
FOR s OO
r �.
m iirireRrio
0
-Rweralwlati
0 I6
ME
STRUCTURE
0
0
0
° 1BY
WOOD BUCK
N
Tretat. moms
SEE ELEV.
FOR SPACING
CONCEALED HINGE OPTION
MAUD -OADE comm.' APPROVED
MUUJON & MULLION ANCHORS
SEE SEPARATE .•
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPA=
1/4° OIA. ULTRACON BY 'ELCO' (Fu=177 xst Fy=155 ICd)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8' MIN. PENETRATION INTO WOOD
THRU 18Y 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
A•14 SAPS OR SEI F I W . SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090°)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 38 1(51 MIN.)
ALUMINUM : 1 /8° THK. MIN. (8093 -T5 MIN.)
(STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1 -1/2° MIN.
INTO WOOD STRUCTURE = 1° MIN.
INTO METAL STRUCTURE = 1/2' MIN.
CONE AT HEAD. SILL OR JAMBS Pc = 3000 PSI MIN.
C -90 HOLLOW/P1U ED BLOCK AT JAMBS rm = 2000 PSI MIN.
ALL Jahn AND FRAME _ CONNECTIONS SEALED WITH
SIUCONE OR ACRYUG $F,ALNT.
•0*
ftavislizt
A'' Xi2012
QQz
E
063
4 Ho
8
drawing na.
W06 -30
(sheet 3 of 6 )
SINGLE VENT WINDOWS (Burr MOE OPTION)
1/4° YAK
SHIM
METAL
STRUCTURE
SINGLE VENT WINDOWS (CONCEALED MOE OPTION)
I/4° YAX
1BY
WOOD SUCKS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPIP.AL ANCHORS
SEE ELEV. FOR SPAZINO
DUAL VENT WINDOWS
•
V\
sle
a
4
O
drawing no.
W06 -30
sheet 4 of 6
FRAME
VENT
1.162
O
GLAZING BEAD
0
GLAZING TUBE
IMPOST
1T21A
PART 0
QUAN77TY
DESCRIPTION
MATBRIAI.
MANP. /BUPPUEU/REMARKs
1
01437828
4
FRAME
6063 -T6
-
2
0437528
4
VENT
8083 -76
-
3
0437824
4
IAROST
8083-76
-
4
144145
AS REOD.
GIAEOOi BEAD
6063 -T8
-
4A
-
As RE X1.
WENS TUBE
8063 -78
-
5
01021-1/4r
2/ CORNER
iRNAE/VENT ASSEMBLY SCREW'S
ST. SIEELL
PH m13
6
5427713
-
CORNER KEY
ALUMWUM
-
7
-
-
03RNER KEY (3 X 1 X .062° CHEVRON)
ALUNIIBA
-
8
-
-
CORNER LEY (3 X 11/18 X .082° CHEVRON)
ALUMINIBA
-
9
-
-
CORNER KEY (3 X 1 -3/8° X .041° CHEVRON)
ALYMINUM
-
10
2230
AS 6000.
FRAME & VENT WIMP=
FIRSFAI.
-
11
OVt37521
AS RECD.
BUTT HINGE INT6980R (FASTENED W/ (3) 010 X 3/8° PH BMS)
ALUMWUM
-
12
6037522
As REtM.
Burt HINGE EXTERIOR (FASTENED W/ (2) 010 X 3/8° pH 9MS)
AWIONUM
-
13
23 -68-32
-
ROTO OPERATOR (FAMINE) W/ (4) 010 X 3/8° PH SMS)
-
mum
14
24 -11 -32
AS 16:00.
LEVER TYPE CAM LOCK (FASTENED W/ (2) 010 X 3/8° PH 5445)
-
-
15
21089
-
SMOKE KEEPER (FASTENED W/ (4) 011 x 1 /2° TN 9445)
-
TRUTN
16
30238
AS RECO.
KEEPER (F sTENED W/ (2) 010 X 3/8° PH 9445)
-
-
17
300 S176ES
2/ VENT
3 BAR CONCEALED MOE (FASTENED 8/ (2) 010 X 3/6° PH 9i6)
ST. 91EEI.
AT 50 1 TOP & 8077011
18
58001/58002
3/ VENT
4° MR SNUBBER (FASTENED VMH (2) 08 X 1/2° HEX H SD SCREWS)
7JWC
AT H11402 RAIL
1.978
1.978
.125
CORNER KEY
`F,apa•,lA AHD
pRODUCTRBVISED
asesmsiglegvaihthePtodds
GailditsCede
A4Ns Oft
Lixphatkm13ste '4,14(, .,
1
1
1
i
4
4
1
8
1
drawing 00.
W06 -30
(sheet 5 of 8
1
drawing no
W06 -30
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
. BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315-2599
www.miamidade.gov /porai
T. M. Windows, LLC.
601 N.W.12s' Ave.
Pompano Beach, FL 33069
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
includin the Hi Veloclty Hurricane Zone,
[DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced)
i' ng : ., ifli xr"- es t,11ummum Single Hung
WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04-24 -06 and last revised on APR 25,
2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed
above 30' above the grade.
2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with
optional Fin -mount are limited to max Dp = +1- 61.0 psf.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved ", 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.revises & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 12- 0213.05
Expiration Date: July 05; 2017
Approval Date: May 03, 2012
Page 1
T. M. Windows. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file 11 09- 0604.24)
2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1
through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012,
signed and sealed by Javad Ahmed, P.E.
B. TESTS (transferred from file # 09- 0604.24)
1. Test report on 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Large Missile Impact Test, TAS 201 -94
4) Cyclic Loading Test, per TAS 203 -94
along with installation diagram of an aluminum Single Hung window, prepared by Fenestration
Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10-07 and FTL -5742 dated 01-
22-09, both signed and sealed by Michael S. Wenzel, P.E.
2. Test report on (Transferred from file # 07- 0404.04)
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
4) Large Missile Impact Test, TAS 201 -94
5) Cyclic Loading Test, per TAS 203 -94
along with installation diagram of an alum Single Hung window, prepared by Fenestration
Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and
FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E.
3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/
addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS
1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. ,
dated JAN 18, 2012, signed &sealed by Javad Ahmed, P.E.
2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared
by AL- Farooq Corp. , dtd 05- 15 -09, signed &sealed by Arshad Viqar, P.E. (file#09- 0604.24).
3. Glazing complies w/ ASTMS- 1300 -02 & -04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or
colored interlayer", expiring on 05/21/16.
2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S
laminated glass interlayer ", expiring on 02/08/2014.
F. STATEMENTS
1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by Al-
Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmed, P.E.
2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al-
Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Vigar, P.E. (file # 09- 0604.24)
3. Lab compliance as part of the above referenced test report
G. OTHER
1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016.
2. Test proposal # 07 -3765 approved by BCCO dated Feb. 0§ 07. 1, f
ll cl ti,vr
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No 12- 0213.05
Expiration Date: July 05, 2017
Approval Date: May 03, 2012
E -1
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPA T.
SHUTTERS ARE NOT REARED.
SERIES 605 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SMILE HUNG 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 MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
TYPICAL ELEVATION
EQUAL UTES
(SEE DESIGN CAPACITY CHART)
V
83 1/8°
z
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
IBY OR 20Y 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 WAU. DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS 1NT0 WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL. /METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
50 1/8°
VENT WIDTH
TYPICAL ELEVATION
WITH OPTIONAL FIN
EQUAL UTES
(LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.)
D.L.O. WIDTH (FIXED) WINDOW WIDTH — 4.87S°
D.LO. WIDTH (VENT) WINDOW WIDTH — 5.379'
D.LO. HEIGHT a WINDOW HEIGHT /2 — 4.5°
LAMINATED GLASS
INSTIL. LAM. GLASS
LARGE MISSILE IMPACT
nA &
APR , 5 2012
1
0
0
1
5
e
1
t
tft
i
droving no.
W06 -34
sheet 1 of 7
DESIGN LOAD CAPACITY - P9F
(WITH ALUMINUM REINFORCING)
WINDOW DIMS.
01489 TYPE
61488 TYPES
k
01499 TYPE 'F'
GLASS TYPE '0'
GLASS TYPE '8'
GLASS TYPE 'I'
GLASS TYPE T
WIDTH
WOW
EXT.( +)
INT.( -)
EXT.( +)
1NT.( -)
E1R (4)
1NL( -)
EET.( +)
INL( -)
EXT.( +)
lard-)
EXT.(+)
19 -1/8°
28 -1/2°
37°
53 -1/8°
26°
(4)
70.0
70.0
61.0
61.0
80.0
NIA
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
85.0
60.0
80.0
80.0
80.0
80.0
19-1/8"
25 -1/2°
37°
53 -1/8°
38 -3/8°
(4)
70.0
70.0
81.0
81.0
80.0
65.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19 -1/8'
28-1/2"
37'___
70.0
70.0
81.0
81.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
50 -5/8°
83 -1/8'
(5)
1919 =1 /0'
26 -1/2'
37°
63 -1/8'
58-5/8"
(8)
70.0
70.0
70.0
70.0
70.0
. 01.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19 -1/8'
26 -1/2°
37°
53 -1/8'
19 -1/8'
28 -1/2°
37'
53 -1/8•
83'
(6)
70.0
70.0
81.0
01.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
72°
(7)
70.0
70.0
61.0
81.0
80.0
809
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
70.0
70.0
819
61.0
80.0
85.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.0
81.0
80.0
80.0
80.0
80.0
78.2
80.0
19 -1/8°
26 -1/2°
37"
53 -1/8'
76 -3/4'
(7)
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.0
81.0
77.6
77.6
80.0
80.0
74.5
74.5
80.0
80.0
24°
30°
38•
42'
48°
54•
48°
(5)
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
24'
30'
38'
42'
48'
84°
80•
(0)
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
70.0
70.0
81.0
61.0
80.0
80.0
80.0
80.0
80.0
GOA
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
24'
30°
36'
42'
48'
54°
24'
30°
38°
42"
48'
72"
(7)
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
00.0
80.0
60.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.0
61.0
80.0
809
80.0
80.0
80.0
80.0
80.0
81.0
61.0
84°
(8)
70.0
70.0
61.0
81.0
80.0
79.1
80.0
79.1
79.1
80.0
80.0
80.0
80.0
80.0
80.0
78.4
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
81.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
81.0
81.0
80.0
80.0
80.0
77.5
80.0
() N0. 114 PARENTHESIS
01WCI TE NO. OF ANCHORS PER JAYS
MIMI'. Se 111011
Aingsime N0
DESIGN LOAD CAPACITY - PSI?
(WITH STEEL REINFORCING)
WINDOW DIMS.
GLASS TYPE 'F'
MOTH
HEIGHT
0R.( +)
1111d -)
19 -1 /8'
80.0
115.0
28 -1/2°
80.0
115.0
37°
28,
(4)
80.0
115.0
53 -1/8'
80.0
116.0
19 -t/8•
80.0
115.0
26 -1/2°
38-3/8•
80.0
115.0
37'
(4)
60.0
115.0
53 -1/8°
80.0
115.0
19 -1/8°
80.0
115.0
28 -1/2°
6 -5/'
80.0
115.0
37'
(5)
80.0
115.0
53 -1/8°
80.0
115.0
19 -1/8°
80.0
115.0
26 -1/2°
00_0 /0°
80.0
115.0
37°
(8)
80.0
115.0
53 -1/8°
80.0
115.0
10 -1/8°
80.0
115.0
28 -1/2°
80.0
115.0
37°
as°
(0)
80.0
115.0
53 -1/8°
80.0
115.0
19 -1/6°
80.0
118.0
28-1/2
72'
80.0
115.0
37°
(7)
80.0
115.0
19 -1/8°
80.0
115.0
28 -1/2'
76-3 /4°
80.0
115.0
37°
i7i
80.0
115.0
24'
80.0
115.0
30'
80.0
115.0
38°
80.0
118.0
42'
a„
(8)
80.0
115.0
48°
80.0
115.0
54°
80.0
115.0
24°
80.0
115.0
30•
80.0
115.0
38'
80.0
115.0
42'
(6)
80.0
115.0
48"
80.0
115.0
54'
80.0
115.0
24'
80.0
115.0
30'
72°
80.0
115.0
W
(7)
80.0
115.0
42°
80.0
115.0
24'
84°
80.0
110.0
30°
(8)
80.0
115.0
( ) NO. 111 PARENTHESIS INDICATE NO. OF ANCHORS PER 0318
RA PE vim
NOTE:
GLASS CAPACMES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA:IS-DEC-218
nth
0
drawing no.
W06-34
(shoot 2 of 7
1 /C± ANN. GLASS 3/18° ANN. GLASS
3/18' ANN. GLASS 3/18° NEAT STREN'O CLASS
.120° INTER AVER .120" INTERIAYER
UVEKOL -U0 RESIN UVEKOL -U0 RESIN
.090' INTERIAYER .120° INFERFAYER
SAFLEX 1110 PVB BY SOLUTIA UVEKOL -UQ RESIN
1/8" ANN. GLASS 3/18° ANN. CLASS
SILICONE
DOW CORNING 995
3/18° ANN. GLASS 3/18' HEAT STREW() GLASS
SILICONE SUCONE SILICONE
DOW CORDING 895 g DOW CORNING 995 00'N CORNING 995
GLASS TYPE 'C'
1/8° ANN. GLASS
GLASS TYPE 'I)'
GLASS TYPE 'E'
1/8° NEAT SFREN'o GLASS
1/8° ANN. GLASS
1/4° AIR SPACE
1/8° ANN. GLASS
090° INTERLAYER
SAFLDI MG PVB BY 'SOLUIIA'
1/8" ANN. GLASS
.090° Iv1ERUYER .090° IMTERLAYER
SAFLEX 210 PV8 BY SOWTIA SAFLEX 1110 P28 BY SOLURA
GLASS TYPE 'F'
1 /8° TEMP. GLASS
1 /0° AIR SPACE
1/8° HEAT MEMO GLASS
.090° INTERLAYER
SAFLEX ERG PV8 BY 'SOLUTLA'
1/8° HEAT STREND GLASS
1/8° ANN. GLASS 1/8° NEAT STREN'D GLASS
9UCONE
GE 8097700
sa1CDNE
GE RGS7700
SucONE
GE ROS7700
SIXONE
GE R0S7700
GLASS TYPE 'G'
GLASS TYPE
GLASS TYPE 'I'
THIS GLASS TYPE ONLY FOR
LARGE MISSILE IMPACT USE.
NOT QUALIFIED FOR SMALL
MISSILE IMPACT AREAS.
GLASS TYPE 'J'
GLAZING OPTIONS
0
Ergr wAist Ammo
FYA G.A.N. 79892
1
Ts
droving no.
W06 -34
shoot 3 of 7
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
CONCRETE
4 a • a ° ED'E DISITA
A. !I
1SY
WOOD BucK
ILLUSTRATIVE COLS. ONLY
ea. oil NOT 6Y TM • FINISHES
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURE
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
4
OPTIONAI. TO
SPRING LATCH
OPTIONAL TO
SPRING LATCH
REINFORCING
OPTIONS
SEE SHEET 2
MOO= MOMS
/IIQis
espisanso Most
TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
pp1
TYPICAL ANCHORS
SEE ELEY�� AM1O
ALTRRNAT& FRAME SILL
TYPICAL ANCHOR
SEE ELEV. FOR SPACING
FRAME WITH FIN OPTION
(LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.)
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS• SEE ELEV. FOR SPACUIO
1/4° DOA. TAPCON BY 1TW' (Fu.12O 105, •092 250
1 /4" DNA. UI TRACON BY 'ELCo' (Fu.177 Hs1. Fy.195 28)
INTO 28Y W000 BUCKS OR WOOD STRUCTURES
1 -1/2° MIN. PENETRATION INTO WOOD
THRU 18Y 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
,814 SIJ.4 DR SELF DR1Li_NO SCREWS (GRADE 2 025)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.)
ALUMINUM : I/O" THK. MIN. (6083 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
012 SMS OR SELF DRILLING SCR (GRADE 2 CRS)
INTO MINM -DAIS COUNTY APPROVED MULLIONS (1/8" THK. MN.)
(N0 SHIM SPACE)
18=U. EDGE DISTANCE
INTO CONCRETE AND MASONRY m 2° MN.
INTO WOOD STRUCTURE m 1° MIN.
INTO METAL STRUCTURE m 1/2° MIN.
CONCRETE AT HEAD. 99.1. OR JAMBS re - 3000 PSI MIN.
C -SO HOLLOW/FILLED EILOCK AT JAMBS ern = 2000 PSI MN.
SEALANTS•
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SIUCONE OR ACRYLIC SEALANT.
WEEPHOLES;
WI = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG
W2 m 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG
DAR: JAVA() AH1(Ab
Crowyw
CAN. "353W
v
1
1
i
m
0
0
1
droning no.
W06 -34
(sheet 4 of 7 )
1/4° MAX
SHIMS
TYPICAL ANCF
SEE ELEV.
FOR SPACING
STRUCTURE
TYP4GLL ANCHORS
SEE 00V.
FOR SPADING
TYPICAL ANCHORS
SEE ELEV. FIR SPACING
1/4° MAX
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4° SHOT
Max.
1.21t FIN OPTION
APPR.D CUPPED M�JO
SEE SEPARATE 140*
17014
PATH' #
QTY.
DESCRIPTION
MATERIAL
NIANP. /SUPPU IR/REMARES
1
G9 -36783
1
FRAME READ
8083 -18
-
2
0W -37731
1
FRAME SILL (4° F80H)
6083 -78
-
2A
BA -3808
1
FRAME SILL (3" MIN)
8083-78
-
T 3
OW -31445
2
FRAME JAMS
8083 -T8
-
4
00 -38708
1
MEETING RAIL
1083 -78
-
5
ON -36685
1
VENT TOP RAIL
6083 -T8
-
8
0W -37730
1
VENT BOTTOM RAIL (4° SAL)
8063 -15
-
M
G0 -37559
1
VENT BOTTOM RAIL (3° SILL)
8083 -16
-
7
OW -31134
2
VENT JAMB STILE
8083-78
-
8
00 -31470
2
VENT STOP
8083 -75
-
9
19 -58
4/VENT
GAZING BEAD ANGLE
6083 -75
-
9A
TM -123
4/VENT
GAZNO BEAD
8083 -75
-
9B
TM -170
4/4001
GAZING BEAD
6083 -78
-
80
7M -181
4/40141
OA2IN0 6089 CONSUL LAM. GLASS)
6083 -78
-
10
/8 X 1/2•
12/40141
GAZING N4011 SCREWS
STEEL
PH 93
11
4037
(1) STRIP
FIN SEA. WEATHERSTRIP
-
MPILMIL/VRAyE SW.
12
2240
(1) STRIP
FIN SEA. WEATHERSTRIP
-
VENT 70P
13
3722
(2) STRIP
RN SEAL WEATHERSTRIP
-
VENT 4148 STILES
14
-
2
1 1/2'67/8'x3/4° RESEAL PAD
-
FRAVE SILL CORMRS
1S
-
2/VENT
LATCH LOCK AT S° mom ENDS
CAST
VENT TOP
15A
711-1154
2/16847
SPRING LOADED EGRESS LOCK
6083 -T6
VENT 80TTOM RAIL
18
-
4/VENT
VENT WOE
NYLON
VENT INT. CORNERS
17
-
2/VENT
CALOi0l1. SPIRAL BALANCES
-
AT FRAME JAMBS
18
NVR -9302
2/VENT
BALANCE COVER
VINYL
FRAME HEAD /JMABS
19
N89
2/VENT
CALOMEL. BALANCE CLOP
-
VENT EMIT. PAYERS
20
-
2
®12 x 3/4° P.N. SMS
STEEL
(1) AT EACH BALANCE
21
-
8
®12 x 1' PM. SMS
STEEL
FRAME CORNERS
22
-
8
®10 x 1° P.H. IRIS
STEEL
VENT CORNERS
23
-
4
g8 x 3/4° F.H. 965.
STEEL
(2) AT EACH LATCH
24
-
4
B8 s 3/8' F.H. SMS.
STEEL.
AT EA. PLASTIC GUIDE
25
-
1
161 3 /1863 /461/8' CHANNEL
STEEL
AT VENT TOP
28
-
2
161 /4 TMC.x4` L0N0 8AR
ALUM.
(1) AT EA. 1110. RAIL pip
27
-
1
1/2x161/2x1/8° CHANNEL
STEEL
AT MEETING RAIL
28
TM -181
2
FIN 14116 FOR JAMBS
8063 -78
-
29
111-163
1
FIN TRIM FOR HEAD
8883 -18
-
30
TM -184
1
FIN 18111 FOR SILL
6083 -78
- li
31
TM -179
1
INTO. PAIL REINFORCIN CHANNEL
8083-75
AT MEETING RAIL
32
7M -178
1
TOP RAIL. REINFORCING CHANNEI.
8083-15
AT VENT TOP
TYPxkL ANCHORS
SEE ELEV. FOR SPACING
IIINUgiO
=triat So am*
Awilpfteos .,t.s;
Bike jaisr6
8
3
1
g
5
EXTERIOR
8414000 WIDTH _ WINDOW WIDTH
1
t.
1
drawing no..
W06 -34
1.425
_�
t
3.042
�7
�0
.092 -
3.718
.123
.43B -p-y
J}082
O � 7
- 11.11
fa
3.089
_
r
1.800
O
��� '�
Ij I
1.\.000 1�•
7•�
.123 -f
�
O
i a
V
g gg¢
�i ii. oi
L
taa
11.4m6
I.._
z3. I
r�o
II
F-.290
alas
0 FRAME HEAD
IL
I
a+
MTG. R �FQRCIHfiS
s3o
soo
1.925
®
.046
.409
�I
MTG. STEEL RCINGS
3.097
1.000
2.373
FRAME JAMB
® NAIL FIN ( HEAD)
3.340 -
1.888
_�
1.000
1.280
iI285
1.187
���•1
0
• 74 0
%_�.
REINFORCINO
1.188
.082
�•
.602
.�2
2.190
1
g
1 ••
of
T
Q
U +� d
ii
Z
F-SR0
1.378
Rat
0
TOP RAIL
STEEL
.128
e VENT STOP
O
TOP RAIL REINFORCING
ALLUMiNIRt
.823
4 FIXED MEETING
2.84
® NAIL FIN (JAMB)
1.11
1.375
-
3.789
-�_._
.183
1.750
Li
082 3.277
® .540
7
.040 .60
-)'
�;-
.923
1.374 •tag
-
I
89
®
124
GLAZING BEADS
1.000
0 SASH SIDE RAIL
® LATCH LOCK
1
VENT TOP RAIL
O NAIL FIN (SILL)
ONOssor
�ie11fA8o it
al6 1L /L'
jt�
0
illg
2202
.997 -
3 .546
4.312
2.202
3.245
7.
4.347
.082
- .997
�
3.3.79
mg -
2. 830
oo"iE
2.939
3.388
062
3.812
r� -
3.330
mu
mm
3.927
-•
_,
S °„
i
3g
S
trig., 4WD 144/+48.
X70.
A ?R '2 6, 201?
f�-
-
- 1.375
0
-3.13.1 3.141
® FRAME SILLS
30TE: EMU SO.. CAN BE uSW
- 1.375
0 VENT eoTTOa+ PALLS
drawing no.
W06 -34
(sheet 6 of 7 )
tit
1-.•;
N-1
FRAME TOP CORNER
FRAME BOTTOM CORNER
VENT
AHL.641194226taf3
i
Oen AVM) *nip
CIVX
FLA. PE 1_7059'4
CA.N.
1
1
f--••
1
drawing no.
W06-34
(sheet 7 of 7)
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Gopi Glass Sales & Services Corporation
7450 N. W. 41 Street
Miami, FL 33166
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamkdade.00v /buildinslcode
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, includin the Hi u Veloci Hurricane Zone.
DESCRIPTION: Series "510" Aluminum Fixed Window - L.M.L
APPROVAL DOCUMENT: Drawing No. W02 -50, titled "Series - 510 Alum. Fixed Window (Impact) ",.
sheets 1 through 4 of 4, dated 05/20/02 with revision "C" dated 10/16/09, prepared by A)- Farooq
Corporation, signed and sealed by Arshad Viqar, 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
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" or the Product Control Seal, 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 revises NOA No. 07- 1029.07 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.
tL���,� >.�.T. L • rkr,�7
AP,,ROV•DI
NOA No. 10-0107.07
Expiration Date: February 20, 2013
Approval Date: April 7, 2010
Page 1
Gopi Glass Sales & Services Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -50, titled "Series -510 Alum. Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and revision "C" dated 10/16/09, prepared by Al-
Farooq Corporation, signed and sealed by Arshad Viqar, 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 of a series 510 aluminum
fixed window, prepared by Hurricane Engineering and Testing Lab, Inc., Test Report
No HETI-02-1211, dated March 04, 2002 signed and sealed by Hector M. Medina,
P. E.
(Submitted under previous NOA No. 02- 0826.03)
2. Test reports on: 1) Large Missile Impact Test, SFBC PA 201-94
2) Cyclic Loading Test, per SFBC PA 203-94
along with marked—up drawings and installation diagram of a series 510 aluminum
fixed window, prepared by Hurricane Engineering and Testing Lab, Inc., Test Report
No HETI- O2 -1145A dated March 05, 2002 signed and sealed by Hector M. Medina,
P. E.
(Submitted under previous NOA No. 02- 0826.03)
3. Test reports on: 1) Large Missile Impact Test, SFBC PA 201 -94
2) Cyclic Loading Test, per SFBC PA 203-94
along with marked—up drawings and installation diagram of a series 510 aluminum
fixed window, prepared by Hurricane Engineering and Testing Lab, Inc., Test Report
No HETI- 02 -1145B dated April 30, 2002 signed and sealed by Hector M. Medina,
P. E.
(Submitted under previous NOA No. 02 -0826.03)
4. Test reports on: 1) Large Missile Impact Test, SFBC PA 201 -94
2) Cyclic Loading Test, per SFBC PA 203 -94
along with marked —up drawings and installation diagram of a series 510 aluminum
fixed window, prepared by Hurricane Engineering and Testing Lab, Inc., Test Report
No HETI- 02 -1145C dated March 05, 2002 signed and sealed by Hector M. Medina,
P. E.
(Submitted under previous NOA No. 02- 0826.03)
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 10-0107.07
Expiration Date: February 20, 2013
Approval Date: April 7, 2010
E -1
Gopi Glass Sales & Services Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
prepared by Al Farooq Corporation, dated 10/05/09, signed and sealed by Arshad
Viqar, P. E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami-Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex MG
Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11.
2. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their
"Uvekol S Laminated Glass Interlayer", dated 04 /02/09, expiring on 02/08/10.
F. STATEMENTS
1. Statement letter of conformance and no fmancial interest, dated October 05, 2009,
signed and sealed by Arshad Viqar, P. E.
2. Laboratory compliance letters for Test Reports No.'s HETI - 02 -1211,
HETI- 02- 1145A, HETI- 02 -1145B and HETI- 02- 11450, issued by Hurricane
Engineering and Testing Lab, Inc., dated March 05 and April 30, 2002, all signed and
sealed by Hector M. Medina, P. E.
(Submitted under previous NOA No. 02 -0826.03)
G. OTHERS
1. Notice of Acceptance No. 07- 1029.07, issued to Gopi Glass Sales & Service
Corporation for their Series "Series 510 Aluminum Fixed Window - Impact", approved
on 02/28 /08 and expiring on 02/20/13.
E -2
Jaime D. Gascon, P.
Chief, Product Control Division
NOA No. 10-0107.07
Expiration Date: February 20, 2013
Approval Date: April 7, 2010
3 1/8' max. IS' MAX.
FROM ENS I I HEAD/SILL.
I a IJ
I 1 1
33 3/4'
D.L. OPG.
USE DADE COUNTY
APPROVED MULLION
(UNDER SEPARATE APPROVAL)
GEW -10
L i
1 1
I I
I I
I 1
I I
I II
II
1 II
1 I
I I�
/ /•il
_ / I
I II
I I 1
I 1
II II
1 II
1 I
33 3/4'
0.L OPG.
3r
WINDOW WIDTH
SERIES -510 ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ABOVE.
FALSE txxNTINS
SURFACE APPLIED
OPTIONAL
tn
GDP -7
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED 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 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 US TED, SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO 60.5E 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 DICLUDI7G BUT NOT WIRED TO STEEL/METAL SCREWS, THAT COLE INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOIIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
FRAME HEAD /SILL
GOP -10
FRAME JAMB
GOP -7
.750
GLAZING STOP
GOP-9
.945
—f
.759
COVER CHANNEL
COP -8
East: ARENAS VxMR
CAIL
FLA L.1502.1
CCAI�i 35388
Nov 1 3 2009
Divides
v
7
8M
n4el
2
8888
t en
ip
0
d
ti
1
v
b.
drawing no.''
W02 -50
sheet 1 of 4
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES T & 'C
WIDTH
LENGTH
EXT. ( +)
INT. (-)
18" (3)
71.0
71.0
24' (3)
71.0
71.0
30' (3)
36)
71.0
71.0
36' (3)
71.0
71.0
42" (4)
71.0
71.0
18' (3)
71.0
71.0
24" (3)
71.0
71.0
30' (3)
48
71.0
71.0
36' (3)
71.0
71.0
42 (4)
63.0
63.0
18' (3)
71.0
71.0
24' (3)
71.0
71.0
30' (3)
6
71.0
71.0
38" (3)
71.0
71.0
42' (4)
63.0
83.0
18' (3)
71.0
71.0
24' (3)
n.
71.0
71.0
30' (3)
(8)
71.0
71.0
36' (3)
71.0
71.0
18' (3)
71.0
71.0
24" (3)
84
71.0
71.0
30' (.)
71.0
71.0
18' (3)
B6•
24" (3)
(7)
71.0
71.0
19- 1/8'(3)
71.0
71.0
25- 1/2•(3)
71.0
71.0
37' (3)
2r
71.0
71.0
48' (4)
(3)
71.0
71.0
53-1/8'(8)
71.0
71.0
19 -1/8' (3)
71.0
71.0
28- 1/2 "(3)
71.0
71.0
3Y (3)
38 -3(8'
71.0
71.0
48• (4)
(4)
88.9
88.9
53- 1/8•(5)
68.0
68.9
19- 1/8 "(3)
71.0
71.0
28- 1/2•(3)
71.0
71.0
3T (3)
50 -5/6•
71.0
71.0
48' (4)
(4)
55.1
55.1
53- 1/8'(5)
52.2
52.2
19 -1/8• (3)
71.0
71.0
28- 1/2(3)
71.0
71.0
37' (3)
57
91.0
71.0
48' (4)
55.1
55.1
19- 1/8'(3)
71.0
71.0
26- 1/2•(3)
63'
71.0
71.0
3Y (3)
(5)
71.0
71.0
19 -1/8' (3)
71.0
71.0
28- 1/2'(3)
74 -1/4'
71.0
71.0
37' (3)
(6)
71.0
71.0
NUMBERS IN PARENINESS INDICATE
NUMBER OF ANCHORS REGD. PER SIDE.
9t
L
D.L.O.
[ i��/
o
e�
W
NOTE:
WIDTH AND LENGTH OWENSION5 CAN 88 ORIENTED
VERTICALLY 05 HORIZONTALLY AS SHOWN ANNE.
z
F
a
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SMEAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
D.LO. WIDTH OR HEIGHT - 3.25'
3
z
GLAZING OPTIONS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS).
drawing no.
W02 -50
2of4)
sheet
TYPICAL AlICH0R5
SEE ELEV.
FOR SPACING r = = 1
MIAMI—DATE COUNTY APPROND
1 MULLION & MALIGN ANCHORS i I
SEE SEPARATE NOR
11
=
WOOD BUCKS AND METAL STRUCTURE NOT BY GOPI GLASS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4' DIA. ULTRACON BY 'ELCO' (Fu.t77 KSI. Fy.155 KSI)
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
114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
112 SUS OR S I M' D I IN(: SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901
(NO SHIM SPACE)
TYPICAI Frrs DISTANCF
INTO CONCRETE AND MASONRY = 2 -1/2° MIN.
INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT BEAD. SILL OR JAMBS Pc - 3000 PS MIN.
C -90 HOLLOW /FlLLED BLOCK AT JAMBS I'm = 2000 PSI MIN.
SEALANTS;
AU. JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE SEALANT.
Engrs NOVO vR1AA
RA CNA.
PE c53.4683
ofir
Nov 1 3 2009
0]
O
l
IS
2
1
•
41 0
O +
g
1
g�
as
4g
2
1
droemg no.
W02 -50
(sheet 3 of 4 )
1/4° 6145.
SHIM
ITEM
PART 1
QUANTITY
DESCRIPTION
MANF. /SUPPUES/R6 8
1
GOP -10
2
FRAME IEAD/SI.L
8083 -T5
-
2
GOP -7
2
FRAME JAMS
8083 -15
-
3
GOP -9
4
GIAZOIG BEAD
8083 -T5
-
4
GOP -8
AS 6600.
COVER CHANNEL
8083 -15
OPTIONAL
5
18 X 3/4°
2/ CORNER
ASSEMBLY SCREWS
-
P.H. PVILUPS
8
112 X 1°
AS REGD.
MASK BEAD SCREWS • Y FROM ENDS & 12° O.C.
-
F.H. SINS
STRUCTURE
WELDED JOINT
AT ENDS
WELDED JOINT
AT ENDS
TYPICAL ANCHORS
SEE ast FOR SPA
I/4' MAX.
SHIM
1/4° MAIL
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
OPTIONAL CORNER
CIRCULAR WINDOWS
EXTERIOR
IBM
WOOD BUCKS
rl
v
o
F
oo, N.
v -n
2 8g-20
ig
D.L. OPG.
O
RECT. OR SQUARE WINDOWS
TYPICAL ARMORS
SEE ELEV.
FOR SPACING
MIA10 -OADE COUNTY
APPR.D MULLION
SEE SEPARATE RCA
TYP. CORNER DETAILS
PROOTICTRAVISED
la 7AB Ptmmit
HoildinoCodo
AineptaneoNo
=COW WIDTH
EXTERIOR
WINDOW WIDTH
k
1
drawing no
W02-50
(street 4 of 4)
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION (BCAD)
NOTICE OF ACCEPTANCE (NOA)
T. M. Windows, LLC.
601 N.W. 12th Ave.
Pompano Beach, FL 33069
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26th Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
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
Section 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 Section (In Miami—Dade County) and /or the AHJ (in areas other than Miami—Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "338" Aluminum Fixed Window — L.M.L
APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window
(L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06,
prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade
County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the
Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: 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 revises NOA No. 08- 0917.08 and consists of this page 1, evidence pages E —I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 10-1214.13
Expiration Date: January 08, 2014
Approval Date: March 31, 2011
Page 1
T. M. Windows, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1
through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06,
prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Series 338 Aluminum
Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 07- 1120.10)
2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202
3) Water Resistance Test, per SFBC, PA 202
4) Large Missile Impact Test, per SFBC, PA 201
5) Cyclic Wind Pressure Loading, per SFBC, PA 203
Along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s
FTL -2782 (FTL00114), FTL- 2784 (FTL00140) and FTL -3803 (FTL03072), dated
11 /06 /01 and May 22, 2003, FTL -2782 and FTL-2784 respectively, signed and sealed
by Luis Figueredo, P. E. and FM-3803 signed and sealed by Joseph Chan, P. E.
(Submitted under previous NOA No. 03 -0925.04)
3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202
3) Water Resistance Test, per SFBC, PA 202
4) Large Missile Impact Test, per SFBC, PA 20I
5) Cyclic Wind Pressure Loading, per SFBC, PA 203
Along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by American Testing Lab of South Florida, Test Report No.
ATL 0806.02 -02, dated 09/24 /02, signed and sealed by William R. Mehner, P. E.
(Submitted under previous NOA No. 03- 0925.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad
Ahmad, P. E.
Complies with ASTM E1300-02/ 04
E -1
Jaime D. Gascon, ' . E.
Product Control Section Supervisor
NOA No. 10- 1214.13
Expiration Date: January 08, 2014
Approval Date: March 31, 2011
T. M. Windows. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont Sentry Glass@ Interlayer" dated 05/26/2010, expiring on 01/14/12.
2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11.
3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their
"Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14.
F. STATEMENTS
1, Statement letter of conformance, no financial interest and compliance with the FBC
2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E.
2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in
conformance to BCAD guidelines dated 10/28/10 on file.
3. Laboratory compliance letter for Test Report No. FTL. -5276, issued by Fenestration
Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 07- 1120.10)
4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114),
FTL -2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing
Laboratories, Inc., dated 11/06/01 and 05/22/03, FTL-2782 and FTL --2784
respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and
sealed by Joseph Chan, P. E.
(Submitted under previous NOA No. 03- 0925.04)
5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American
Testing Lab of South Florida, Inc., dated 09/24/02, signed and sealed by William R.
Mehner, P. E.
(Submitted under previous NOA No. 03- 0925.04)
G. OTHERS
1. Notice of Acceptance No. 08-0917.08, issued to T. M. Window & Door, LLC for their
Series "338" Aluminum Fixed Window - L.M.I ", approved on 05/06/09 and expiring on
01/08/14,
Jaime D, Gascon, P. ' .
Product Control Section Supervisor
NOA No. 10-1214.13
Expiration Date: January 08, 2014
Approval Date: March 31, 2011
E -2
SERIES 338 ALUMINUM FIXED WINDOW
DESIGN LOAD RATING FOR THESE WINDOWS TO DE AS PER
CHARTS SHOWN ON SHEETS 2 AND 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER
MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDMON INCLUDING
HIGH VELOCITY HURRICANE ZONE (MIf2).
W000 DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAO.S, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DUI ATIO1 INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME MTO
CONTACT Y(fTH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3 AND 2328.2.
8° MAX.
FROM ENOS
FALSE NAINTIHS
SURFACE APPUED
OPTIONAL
I0 -1/2° MAX.
HEAD /SILL
11 11 I 11
1. 11 11 11 11 11
11 11 11 J11 11 11
11 11 11 1 11 11
'I II II 1 11 1
11 11 11 Il 11 it
11 11 11 '..?%.*:" 11 11 11
li ii �; 1 II 11
11
11 11 11 jl
11 II 1 II 11
O 1 I 1,
§ 11 it
D.L. OPG.
MOON MTh
TYPICAL ELEVATION
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
drawing no.
W03 -52
(sheet 1 of 5
DESIGN WAD CAPACITY - PSF
DESIGN WAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE D'
WINDOW DDAS.
GLASS TYPE 'A'
GLASS TYPE 'B.
WIDTH
LENGTH
EXT. C+)
INT. f -)
EXT. t +3
INT. (-1
WIDTH
LENGTH
EXT. CO
INT. 1X)
EXT. Co
INT. CC)
38°
42°
48'
54.
or
88"
72'
48'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
72.1
72.1
80.0
80.0
72.1
72.1
80.0
80.0
19 -1/8'
20 -1/2'
37'
53 -1/8'
26'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
800
80.0
80.0
80.0
65.1
65.1
80.0
80.0
58.0
580
80.0
80.0
xx
xX
80.0
80.0
36'
42'
48'
54"
60°
68"
80°
73.7
73.7
80.0
80.0
19 -1/8"
26-1/5'
37°
53 -1/8'
38 -3/8'
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
60.0
80.0
68.6
66.8
80.0
80.0
85.1
65.1
80.0
80.0
60.9
60.9
78.5
78.5
xx
xx
70.7
70.7
19 -I/8°
28 -1/2'
37'
53 -1/6'
90 -5/8°
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
68.3
68.3
80.0
80.0
xx
xx
70.7
70.7
38°
42'
or
54"
72'
55.8
55.0
80.0
80.0
53.8
53.6
80.0
80.0
xx
X
80.0
80.0
19 -1/8'
28 -1/2"
37'
53 -1/8°
63'
80.0
50.0
80.0
80.0
80.0
80.0
80.0
80.0
88.2
632
80.0
50.0
xx
XX
80.0
80.0
X
xx
78.5
78.5
38'
42'
48°
53'
77'
52.0
52.0
80.0
80.0
49.3
49.3
80.0
80.0
xx
xx
80.0
80.0
19 -1/8°
28 -1/2'
37°
53 -1/8°
74-1 /4'
80.0
80.0
80.0
80.0
78.8
78.8
60.0
80.0
53.3
53.3
80.0
80.0
xx
xx
80.0
80.0
xx
xx
80.0
80.0
38'
42'
48'
84'
47.8
47.8
80.0
80.0
xx
XX
80.0
80.0
X
XX
80.0
80.0
19 -1/8'
26 -1/2'
37'
53 -1/8'
77"
80.0
80.0
80.0
80.0
78.2
78.2
80.0
80.0
51.2
51.2
80.0
80.0
X x
XX
80.0
80.0
36'
42'
98'
xx
XX
80.0
50.0
XX
xx
80.0
80.0
36'
102'
xx
xx
80.0
80.0
36°
108'
X
xx
80.0
80.0
4.0
w
J
EOM
600TH AND LENGTH DINENSIONS CAN 68 ORIENTED
VERTICALLY 08 HORIZONTALLY AS 511001 ABOVE.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM 01300 -04 (3 SEC. GUSTS):
NOTE:
EXTERIOR PLY OF GLASS IYPE 'A' MUST BE TEMPERED
TO GUAUFY FOR SMALL MISSILE IMPACT.
GLASS TYPE
1' NOW NAL INSUL LAM. GLASS
3/16' TEMP. GLASS
1/4" AIR SPACE
3/16° HEAT STREN'D GLASS
.090° INIERLAYER
SENTRYOIAS PLUS EN 'DUPONr
3/16" NEAT STREW° GIASS
SILICONE
GE 7700
3F
1
GLASS TYPE 'B'
15/16' NOMINAL sans. LAM. GLASS
SILICONE
DOT CORNING
DESIGN WAD CAPACITY - PSF
WINDOW DIMS.
CLASS TYPE 'C'
WIDTH
LENGTH
EXT. t+7
INT. (-7
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'C'
WIDTH
LENGTH
EXT. t+)
INT. tX)
38'
42'
48'
54°
80'
88°
72'
48°
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
19 -1 /5°
29 -1/2°
37°
53 -1/8'
28°
75.0
75.0
78.0
75.0
75.0
73.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
36'
4a'
48'
54'
80°
86°
72°
80°
75.0
75.0
19 -1/8'
28 -1/2'
37"
53 -1/8°
38 -3/8'
75.0
75.0
75.0
75.0
75.0
73.0
750
75.0
75.0
75.0
75.0
78.0
75.0
720
72.0
19 -1/8"
26 -1/2°
37'
53 -1 /6'
50 -5/8°
73.0
73.0
75.0
75.0
75.0
75.0
75.0
750
72.0
720
72.0
72.0
36°
42'
48'
54°
80'
72"
75.0
75.0
75.0
760
19 -1/8°
28 -1/2°
37'
53 -1/6'
63"
75.0
75.0
75.0
730
750
75.0
75.0
730
75.0
75.0
73.0
75.0
72.0
72.0
30°
42°
48'
54'
84°
75.0
75.0
19 -1 /6'
26-1/2'
53 -1/8°
74 -1/4°
75.0
730
75.0
75.0
75.0
73.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
730
38'
42°
48'
98"
730
75.0
75.0
75.0
75.0
730
36'
42'
102'
75.0
730
75.0
75.0
38°
42°
108°
75.0
75.0
75.0
75.0
36°
114'
750
75.0
38'
120'
750
75.0
36'
128°
75.0
3/18" HEAT STREAM GLASS
.120 INTERLAYER
UVEHOL -U0. RESIN
3/16° NEAT STREN11 GLASS
SILICONE
TREIAC0 7RENGLAZE
5500
'fl/� E,}�_705*
rraw �xw Robb
Nom.bolvaskolkaa
GLAZING OPTIONS
GLAD TYPE 'C'
4 2011
I
drowing no.
W03 -52
meet of 5 )
DESIGN LOAD CAPACITY - PSF
WINDOW DRYS.
GLASS TYPE T.
GLASS TYPE 'G'
GLASS TYPE IF
GLASS TYPE T
WIDTH
LENGTH
EXT. (+1
INT. ( -)
EXT. (+1
INT. ( -)
EXT. (4)
INT. ( -)
EXT. ( +)
INT. ( -)
36°
42'
48°
54'
60'
88'
72'
48"
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0.
90.0
111.0
90.0
140.0
80.0
80.0
90.0
80.0
90.0
111.0
90.0
140.0
76.5
76.5
90.0
90.0
90.0
111.0
90.0
135.0
38°
42'
48'
54°
60'
86°
72'
60'
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
71.1
71.1
80.0
80.0
80.0
98.7
80.0
124.4
64.0
84.0
72.0
72.0
72.0
889
72.0
112.0
84.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
84.0
84.0
72.0
72.0
72.0
88.8
72.0
112.0
38'
42'
48'
54'
80°
72'
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
76.5
789
90.0
90.0
90.0
111.0
90.0
135.0
71.1
71.1
80.0
80.0
80.0
98.7
80.0
124.4
84.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
38'
42'
48'
Sr
84-
80.0
80.0
90.0
90.0
90.0
111.0
900
140.0
69.8
69.8
80.0
90.0
90.0
111.0
90.0
137.1
65.4
85.4
90.0
90.0
90.0
111.0
90.0
126.0
84.1
84.1
80.0
80.0
60.0
98.7
80.0
117.9
38"
42'
48'
96'
75.9
75.9
90.0
90.0
90.0
111.0
90.0
140.0
64.3
64.3
90.0
90.0
90.0
111.0
90.0
131.7
59.8
59.8
90.0
90.0
90.0
111.0
90.0
120.0
38°
48'
102"
73.9
73.9
90.0
90.0
90.0
111.0
90.0
140.0
94.5
64.5
90.0
90.0
980
111.0
90.0
137.1
38°
48'
108'
74.1
74.1
90.0
90.0
90.0
111.0
90.0
140.0
61.3
61.3
90.0
80.0
90.0
111.0
90.0
127.7
36`
114'
74.0
74.0
90.0
90.0
90.0
111.0
90.0
140.0
36'
120'
74.0
74.0
90.0
90.0
90.0
111.0
90.0
140.0
38°
126'
72.7
72.7
90.0
90.0
90.0
111.0
90.0
140.0
3/18' ANN. GLASS
.090° INTERLAYER
BUTACITE P08 BY 'DUPONT'
3/18° ANN. GLASS
SILICONE
0 SPECTRUM 2
GE
0 .SS TYPE 'F'
3/18' HEAT STREW') CLASS
.090' INTERLAYER
BUTACTTE MB BY 'DUPONT'
DESIGN LOAD CAPACITY - PSF
WINDOW DIME.
GLASS TYPE ''
GRASS TIPS 'G'
GLASS TYPE IF
GLASS TYPE 'J'
WIDTH
LENGTH
EXT. ( +)
INT. (X)
EXT. (+)
INT. (X)
EXT. ( +)
1947. 01)
EXT. (+)
INT. OO
19-1/8"
26 -1/2'
37'
53-1/8"
26"
890
80.0
90.0
90.0
90.0
111,0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140,0
19 -1/8'
80.0
60.0 !
80.0
80.0
90.0
111.0
98.0
140.0
26-1/a
37"
53 -1/8'
38-3/8"
80.0
60.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111,0
90.0
140.0
80.0
80.0'
90.0
90.0
90.0
111.0
90.0
140.0
19 -1/8'
28 -1 /2'
37'
53-1/8"
50 -5 /e•
80.0
80.0
90.0
80.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
80.0
80.0
90.0
80.0
90.0
111.0
90.0
140.0
75.9
75.9
85.3
85.3
85.3
105.2
85.3
132.7
19 -1/8°
26 -1/2°
37"
53 -1/8'
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
800
80.0
90.0
90.0
90.0
111.0
90.0
140.0
60.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
72.3
72.3
81.3
81.3
81.3
100.3
81.3
1209
19 -1/8'
26 -1/2'
37°
53 -1/8'
74 -1/4'
80.0
80.0
90.0
90.0
80.0
111.0
90.0
140.0
90.0
80.0
90.0
90.0
80.0
111.0
90.0
140.0
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
71.4
71,4
81.3
81.3
81.3
100.3
81.3
126.5
3/16' HEAT StREN'O CLASS
SILICONE
TFOXCO SPECTRUM 2
CE 7700
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS).
3/18' HEAT STREN'0 GLASS 3/16' TEMP. (BASS
.090' 1NTERLAYER
SENTRYGLAS PLUS BY 'DUPONT'
0r
J
ii
EGED
0*01* AND LENGTH DIMENSONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN A8009.
.090° INTEISAYER
SENIRYCIAS PLUS BY 'DUPONT
3/16" HEAT SMREN'D CLASS 3/18' TEMP. CLASS
SILICONE SLIME
TRENCO SPECTRUM 2 T SPECTRUM 2
CE
GLASS TYPE '0' GLASS TYPE 'IT'
GLAZING OPTIONS
9 saw* Alt} 0
GLASS TYPE '3'
1
fl
9
9
G..
e
1
,•
drawing no.
W03 -52
(8heet 3 of 5 )
TYPICAL ANCHORS METAL
SEE
FOR swum
.. .. STRUCTURE
'NAVAL ANCHORS
SEE ELEVS. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
j I MUMI -WIDE C"woN A lvED j
II SatSEPARATE NOA ANCHORS 11
L ��
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4" QUA. TAPCON BY '111M' (Fu -120 1(51, Fy=92 K9)
1/4" DIA. ULTRACON BY 'ELCO' (FO-177 K51. Fy 195 KS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/6" 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
114 SMS OR m F DRILINO S R WS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy - 36 K51 MIN.)
ALUMINUM : I/O" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE OISTAN(
INTO CONCRETE AND MASONRY = 2 -3/6° MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS rc - 3000 PSI MIN.
C -90 HOLLOW/FILLED BLOC( AT JAMBS rm - 2000 PSI MIN.
SEALANT:
FRAME CORNERS SEALED WITH ACRYUC SEALANT.
FIAPI 4.4692
gi
1
11;
goo
drawing no.
W03 -52
(sheet 4 of )
® WINDOW FRAME
780 r
.750
.062 TYP.
® GLAZING STOP TUBE
1.078
1.845
.045
GLAZING BEAD (LAM. GLASS
0
GLAZING BEAD (INSUL. LAM. GLASS)
14E61
PART 9
51/ANTi1Y
OSSCHIPTION
11AtBRW.
MANF. /SUPPLE1 /RRJAREB•
1
GW- 38277 -A
4
'MOW FRAM
8063 -98
-
2
1298
AS REGO.
GLAZING STOP 11N
8083 -T5
-
8
#10 9 1'
-
FRAME ASSEMBLY SCREWS
-
P.N. SUS
8
111-174
AS REGO.
OIAZINO 8E40 8U11. GLASS)
8083 -TS
-
9
-
AS 9500.
GLAZING BFAO (BlSUL. LAN. OLASS)
8053-78
-
1.11410-0ADE COUNTY
.0 HULL= SEE SEPARATE NOA-
f;:——;,
FIINCAL SEE ELEV. FOR ANCHORS
113411"V
z
0
a
TYP. CORNER DETAIL.
IRODUOT REVISED
assurpi Y�¢ Florida
:.
4amphomo No
DOW
1
1
wing nG.
W03 -52