WS-11-1346Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 162490
Permit Number: WS -7 -11 -1346
Scheduled Inspection Date: October 18, 2011
Inspector: Bruhn, Norman
Owner: LOPEZ, JUAN
Job Address: 9740 N MIAMI Avenue
Miami Shores, FL
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1131010330170
Phone: (305)264 -0446
Building Department Comments
INSTALLING 14 IMPACT WINDOWS AND DOORS
Passed /d
-/t
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
October 17, 2011
For Inspections please call: (305)762 -4949
Page 5 of 20
Miami Shores Village
Building Department
JUL z 6 6.1
10050 N.E.2nd Avenue, Miami Shores,. Florida 33138
j I kL Tel: (305) 795.2204 Fax: (305) 756.8972 g . ••
I Permit MA cS, 11 — `
Master Permit NO.
13 DING
PERMIT APPLICATION
B( 20o7
'Permit Type (circle): Building Roofing
Owner's Name (Fee Simple
Titleholder) 2 f S5O C A / /1/0 Phone # (3IP) $ - 79
Owner's Address '3 7 4 o R-4-to M Pail; M 4o k` S R3 3 /S-Z)
H / %-M / SileaS
State 6- Zip 2 B F 5 0
tenant/Lessee Name Phone #
Job Address (where the work is being done) C! 7 4 D /V , Aam; ,k'- '
City Miami Shores Village County Miami -Dade Zip 15-0
FOLIO / PARCEL # / / -3 / 0 ! - 0 0 /'7 0
Is Building Historically Designated YES NO
Contractor's Company Name /4/ 1ePkC2n) crag ` f a GT// y Phone # �.3to °a) - 9 309
(Contractor's Address 7 9 7 0 S4&) /:o
City /`-i / 4 M / State J L Zip 2 ? / 5-4:"
J
Qualifier Name ,fti J 4a Re)dr/ Z Phone# 6.g) 4 94. ° Vo7
State Certificate or Registration No. CC G, / 6`^/ 32.7 Certificate of Competency No. h
Architect/Engineer's Name (if applicable) Phone #
1Value•of Work For this Permit $ $ 37 3 . 0
Square / Linear Footage Of Wor
Type of Work: ['Addition ['Alteration ❑New $ Repair/Rep ace ❑ Demolition
Describe Work: / it S °fR /S/ fl� �f -J % /iy) //lid
Submittal Fee $ Permit Fee $
Notary $
Scanning $
Bond $
Structural Review. $
e/6
Training/Education Fee $
Radon $
Code Enforcement $
DPBR $
Double Fee $
Total Fee Now Due $
See ' everse side —,
CCF $ CO /CC
Technology Fee $
Zoni4g $
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 occu a even (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and 'r•' ectio fee will be charged.
Signature
Atittik
Owner o ge
Signature
The foregoing instrument was acknowledged before me this 01 2. The forego
day of . JJ! 1 , 20 1 I , by L,ssdfE L' o , day of
instrument was acknowledged before me this 22,4
, 20 l 1 , by -3 a )gir L71442.
who is personal y known to me or who has produced who is personally known to me or who has produced
As identifica a wWho 'd take an oath. C as identification and who did take an oath.
NOTARY PUBLIC: �����
NOTARY '
C,Ici,z,i)er 21, 2311
Sign: t�� -��y �� %` r� n- _ 4 _ r Sign:
Print: )/ 6 Al i A tom' aer cjo
My Commission Expires: / ?C 7 . - / / O / /
Print:
My Commission Expires:
C_J740- / �0 1 /
* * * * * * * * * * * * * * * * * * * * * * * * * *** * : a:: a***** ***** ****a:*****************: x******: x*** ** * *** * * ***** * * ******* ** * * *** **
APPLICATION APPROVED BY: �� Plans Examiner
Engineer
Zoning
(Revised 07/10/07)
NOTICE OF COMMENCEMENT ! 111!11 Ilil11111111111 Iliil IN11 lilll ill! 1111
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
TAX FOLIO NO. II-3101- 033-- O / 70
STATE OF FLORIDA'.
COUNTY OF MIAMI -DADE:
CF I.4 2011R0492803
OR Bk 2776 Ps 3399; C1 p s ?
RECORDED 07/26/2011 11:43:38
, HARVEY RUV'IHr CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
STATE OF FLORIDA, COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be madelWe:Mg -WY that this At40 true a0PY 0fibe
property, and in accordance with Chapter 713, Florida Statutes, the followiti °tae Q'n Hof
is provided in this Notice of Commencement.
�4 _;/ AD20I/
WITNESS my had end Of%ik Seat
HARVEY RUVIN, CLR;Ig fCfn CaunlyCourts
1. Legal description of property and street/address: RI_ Sid6AA(4YL • �--
7 0 v vE 14h411.6
2. Description of improvement: .LA) s -J,4 / //416, M p cve7f W uNeloifta
3. Owner(s) name and address: .L1 s5 €1fc /i/0 9 7 4a • F%Ac! oc
/A-.t1r
Interest in property: /J `r
Name and address o f fee simple titleholder A) /eq-
4. Contractor's name and address: A/UIe j c . -,ti STh l 6 2m P/'® o 7
'7970 /6 t Mer42.14r
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within 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, j
Name and address: /--
•
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:
( • tice of Commencement: (t a expiration date is 1 year from the date of recording unless a
Expiration iration date of th s
./A) ��
different date is specifi
Signature of Owne
• Print Owner's Name Li ssE E lv% /L-'/4 (I.Jo
Swom to and subscribed before me this} 6224 day of —T LA I r
Notary Public
Print Notary's Name
My commission expir
, 2011.
Prepared by J I ae-
T SEt A FlotieralEaci
IVIY COMMISSION #
'RES October 21, 2041
123.01-52 PAGE 4 5107
ress: 7,76 ‘-u) /6 � /
I // 4;1 i-f -3`3 ilI
OP ID: DG
O
'`��°. R° CERTIFICATE OF LIABILITY INSURANCE
°ATEI4M�»
841'251'11
TIM CERTIFICATE IS AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIRCATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pofcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER 305-262-0086
BUTLER, BUCKLEY, DEETS INC.
6181 BLUE
PULE GOON DR., STE 420
33128
David Guiilermes
NAME: �
NC. NNEo. EMI: FAX Nor.
E-MAIL
ADDRESS:
PRODUCER AAIIERI -rJ
CUSTOMER ID S:
INSURERS) AFFORDING COVERAGE
HAMS
INSURED AMERICAN STORM PROTECTION CORP
7970 SW 16 ST
MIAMI, FL 33165
INSURER A :Landmark American Ins Co .
33138
INSURER B
LBA103948
INSURER C :
04125112
INSURER D :
$ 1,000,000
INSURER E :
RENTED
DAMAGE aca,rrencel
-40 (Ea
INSURER F :
CERTIFICATE NUMBER:
REVISION NUMBER:
THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
MISR
LTR
TYPE OF INSURANCE
ADDL
I,: :
SUBR
111•
POLICY NUMBER
POLICY EFF
,.,. ,,,LL
POLICY EXP
t ,,Bill
LIMITS
A
GENERAL.
LIABILITY
COURAERCIAL cam LeABLI1Y
OCCISt
LBA103948
04125111
04125112
EACH OCCURRENCE
$ 1,000,000
X
RENTED
DAMAGE aca,rrencel
-40 (Ea
$ 100,000
1 asessereE 9
MED EXP (Any one person)
$ 5,000
PERSONAL &ADV INJURY
$ 1,000,000
GENERAL AGGREGATE
$ 2,000,000
Mt
PRODUCTS - COMP/OP AGG
$ 1,000,000
G ftAGGREGATE LallifAPPUES
X 9 4 Artg 9 hoc
$
AIMMOBILE
DAFT
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
I AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT
(Ea accldent)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE
(Per accident)
$
$
$
USIBREUA UAS
EXCESS LIAR
OCCUR
CLAISIGUADE
EACH OCCURRENCE
$
AGGREGATE
$
DEDUCTIBLE
RETENTION $
$
$
WORKERS COMPENSATION
AND EMPLOYERS' LWBIJTY Y! N
ANY PROPRIETORIPARlNER/EXECUTPIE
OFFICER/MEMBER EXCLUDED? n
(Mandatory In NH)
Iy desaIDe uFer
DESCRIPTION OF OPERATIONS Lelout
N I A
-
WC STATU- OTH-
TORY LIMITS ER
E L EACH ACCIDENT
$
EL. DISEASE - EA EMPLOYEE
$
EL DISEASE - POLICY LIMB
$
MII�OT QPEER¢TK)NS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Rem Schedule I more apace Is required)
City of Illiami Shores
10050 N.E. 2nd Avenue
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2009109)
1988-2009 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
�P
Jul 06 2011 12:23PM HP LASERJET FAX
ALEX SINK STATE OF FLORIDA
CNIEP
FINANCIAL OFFICER
DEPARTMENT OF FINANCIAL. SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORMS' COMPENSATION 1
CONSTRUCTION :INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from FROrida Workers' Compensatior
p. 1
10-26-201
EFFECTIVE DATE
s
10/25/2010
RODRIGUEZ
223945132
BUSINESS NAME AND ADDRESS:
AMERICAN STORM PROTECTION CORP
7970 SW 16TH ST
MIAMI FL 33155
SCOPES OF BUSINESS OR TRADE:
1- WINDOW / DOOR :INSTALLATION
3- CERTIFIED GENERAL CONTRACTOR
EXPIRATION DATE: 10/25/2012
JONATHAN
2- HURRICANE SHUTTER
IYPO$TAIT: Parsee a le Ciukalter 440 . 06114 F.S., alt officer of a eerporarloo lobo fleets anemone* Irons this cbaplst by filing • tortificaie of sIealoa
Mlles nay an rac••u benefits or t:otapaaseifee ander this chapter. Pursuant to Chapter 440.06 {12i, F.S., Certlffcates o1 electron to be asempt... ripply Del!
Rapt of the bestaese or tram U od on the notice of MMaorioa to be exempt. Purseaal to Chapter 440.0513i, F.S.. Settees of elealon 10 be exempt gad a
election to be extaapt alkali by subject le revoceIIon it at any thus after the Illing of the notice or the 1u9.11ea of ztbe eenUfcete, the parson hewed 01 1
date as loalat meats the regefremeets of Ihis settles ler issuance of a certificate. Tee department shaft revel', ■ conflIcata at any line for Idiom
saute on the terIUlcale to well Ike requirements of this seethen.
QUEST
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -08
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OP FLORIDA
DEPARTMENT OP FINANCIAL RFRVI CES
DIVISION OF " COMF.N5ATION
CONSTRUCTXW4 INDUSTRY
CERTIFICATE OF ELECTION TO SE EXEMPT PROM FLORIDA
NiORKERS' COMPENSATION LAW
FCTJVE 1O /26 /201<0 EXPIRATION DATE:
Pi575ONt tfONA1HAN RODRIGUEZ
FEIN 223945132
BUSINESS NAME AND ADDRESS:
AMERICAN ST0em PROTECTION CORP
7970 SW 16TH ST
WAR R 33155
SCOPE OF BUSINESS OR TRADE
I . WINDOW / DOOR asuetwrio 1
3. CENtiftsED CESER*L COWIRA&OR
2- HURRICANE SHUTTER
10/25/2012
IMPORTANT
OPursuant to Chapter 440.05(74), F.S., an officer of a at
elects exemption from this chapter by filing a conflict
L under this section may not recover benefits or compere
D chapter.
Pursuant to Chapter 440:05(121, F.S., Certificates of eke H exempt.. apply only within the scope of the business o
Rthe notice of election to be exempt
E Pursuant to Chapter 440505(13), F.S., Notices of election
and certificates of election to be exempt shall be subje
if, at any time after the filing of the notice or the iss
certificate, the person nmrned on the notice or certified
the requirements of this section for issuance of 'a carti
department shall revoke a certificate at any time for to
person named on the certificate to meet the requiremen
Section.
0 1E511OMSr
CUT HERE
t Carry bottom portion on the job, keep upper portion for your records.
LOCAL BUSINESS TAX RECEIPT,
MSIAMI 3ADE COUNTY - .STATE OF FLORIDA
EXPIRES SEPT. 30, 2011
MUST BE DISPLAYED AT PLACE OF BUSINESS
• PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9
FIRST -CLASS
U.S. POSTAGE
PAID
MIAMI, FL
PERMIT NO. 231
THIS IS NOT A BILL — DO NOT PAY
601101 -9 RENEWAL
BUSINESS NAME / LOCATION RECEIPT NO. 627175 -3
AMERICAN STORM PROTECTION CORP STATE# CGC1513274
17090 NW 7TH AVE 110
33155 UNIN DADE COUNTY
OWNER
AMERICAN STORM PROTECTION CORP
Sea. Type of Business WORKER /S
Is MAA ERAL BUILDING CONTRACTOR 1
.Dt1SlNESs TAX RECEIPT. IT
NOT PERMIT THE
ER To VIOLATE ANY
ZONING EXISTING LAWS OF TEE
OR GITIES. NOR
IT FROM ANY OTHER
FERRET OR LICENSE
NOT A
A W IH S Os
HOLDERS OUOIOA-
BONS.
PAYMENT REC55EO
ENT COUNTY TAX
09/29/2010
60000000287
000075.00
SEE OTHER SIDE
DO NOT FORWARD
AMERICAN STORM PROTECTION CORP
JONATHAN RODRIGUEZ PRES
7970 SW 16 ST
MIAMI FL 33155
Iti Flili�'tti111lit�1 i1171t1t�lli��it if iilill�lt tl��'i 11iL7�
#
SIZE
PRODUCT #
DP REQ.
PRODUCT DP
VENDOR
STYLE
1
37 X 51
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG
2
37 X 51
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG
3
19 X 52
10- 1214.13
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
PICTURE WINDOW
4
19 X 52
10-1214.13
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
PICTURE WINDOW
5
19 X 40
10- 1214.13
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
PICTURE WINDOW
6
37 X 50
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG
7
37 X 38
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG - KITCHEN
8
37 X 38
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG
9
37 X 39
09- 1015.02
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
CASEMENT - HINGE LEFT
10
19 X 26
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUNG - OBSCURE
11
37 X 51
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
SINGLE HUaG • • •
••
12
37 X 51
09- 1015.02
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
. CAUMENT -.1TI E LEFT.*
:
•
13
19 X 40
09- 0604.24
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
• §if cjjLE HUNG •OBSCURE •
14
37 X 51
09- 1015.02
46.5/ -62.2
80.0/ -80.0
TM WINDOWS
••S,E,SGMENT - HINGE LEFT,
• • • . •
•
13
FRONT DOOR
12
BEDROOM
11
• •
i•
••
• • •
• •
• •••
• • •
•• •
•
• •
•
•
•
•
•
•
LISS5rrE•M®NTALU%O
9740 Pith I�Ilami I�iY?. „•
Miami Shores, FL 33150
305 - 608 -8149
montalvol@bellsouth.net
•
•• •
•
10
BEDROOM
9
•
••
•
U1 Miami Shores Village
�i PROVED
BY
DATE
ZO G DEPT
es ► G DEPT
%l/
CT TO COMPUANCE WITH ALL FEDERAL
AND COUNT1/ RULES AND REGULATIONS
}
• •
2007 FLORIDA BUILDING CODE ; • • •
WORST CASE DESIGN PRE
FOR
►
1 I! o:
GS WITH MEAN RAY
• •-. •- • •
FbR r(31S ONtN1N AND CLADD IYG pgr ASCE 7 -05
t'EEI OW LESS
DESIGN PRESSURES FOR INTERIOR ZQNFIS ( "Zone 4 ") • • •
•
••
•
•
•••
••
• •
•• •
Emma T. Mellinger, P.E
1600 S. Federal Highway. #207, Pompano Beach, FL 33062
'(954) 784 -6991 (954) 781-57o8 fax
emmaCl6cqes.corn
• f DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ")
wig
Weight
yr•
s
•
•
M ean
Height
•
` • iq i) • •
(sq. ft) .
10
` 15
20
25
30
35
40
45
SO
15
46.5
45.2
44.4
43.7
43.1
42.7
42.3
41.9
41.6
41.6
-50.
- 49.2
- 48.3
- 47.6
-47.1
•16.6
• -46.2
445.9.
•-45.8
16
.1
45.9
45.0
44.3
43.7
• •433
: A.9:
12.5
:2.4
42.2
-51.1
- 49.8
- 49.0
-48.3
- 47.7
40.3
• -46.8
• -46.5•
•-46.2
17
47.7
46.4
45.6
44.9
44.3
• .418
: O.4
• • 13.0
32.
42.7
-51.7
-50.5
-49.6
- 48.9
- 48.3
- 47.9
-47.4
-47.1
-46.8
18
48.3
47.0
46.1
45.4
44.8
44.3
43.9
43.6
43.2
43.2
-52.4
-51.1
-50.2
-49.5
-48.9
- 48.4
- 48.0
- 47.7
-47.3
19
48.8
47.5
46.6
45.9
45.3
44.9
44.4
44.1
43.7
43.7
-53.0
-51.7
-50.8
- 50.1
-49.5
- 49.0
- 48.6
- 48.2
-47.9
20
49.4
48.1
47.1
46.4
45.8
45.3
44.9
44.5
44.2
44.2
-53.5
-52.2
-51.3
-50.6
-50.0
-49.5
- 49.1
- 48.7
-48.4
-55.8
50.4
49.0
48.1
47.4
46.8
46.3
45.8
45.4
45.1
45.1
-54.6
-53.3
-52.4
-51.6
-51.0
-50.5
-50.1
- 49.7
-49.4
24
51.3
49.9
49.0
48.2
47.6
47.1
46.7
46.3
45.9
45.9
-55.6
-54.3
-53.3
-52.6
-52.0
-51.5
-51.0
-50.6
-50.3
26
52.2
50.8
49.8
49.1
48.4
47.9
47.5
47.1
46.7
46.7
-56.6
-55.2
-54.2
-53.5
-52.9
-52.3
-51.9
-51.5
-51.1
-58.9
53.0
51.6
50.6
49.8
49.2
48.7
48.2
47.8
47.4
47.4
-57.5
-56.1
-55.1
-54.3
-53.7
-53.2
-52.7
-52.3
-51.9
30
53.8
52.3
51.3
50.6
49.9
49.4
48.9
48.5
48.1
48.1
-58.3
-56.9
-55.9
-55.1
-54.5
-53.9
-53.5
-53.1
-52.7
32
54.5
53.1
52.0
51.3
50.6
50.1
49.6
49.2
48.8
48.8
-59.1
-57.7
-56.7
-55.9
-55.2
-54.7
-54.2
-53.8
-53.4
-61.6
55.2
53.7
52.7
51.9
51.3
50.7
50.2
49.8
49.4
49.4
-59.9
-58.4
-57.4
-56.6
-55.9
-55.4
-54.9
-54.5
-54.1
36
55.9
54.4
53.3
52.5
51.9
51.3
50.8
50.4
50.0
50.0
-60.6
-59.1
-58.1
-57.3
-56.6
-56.1
-55.6
-55.1
-54.8
38
56.5
55.0
54.0
53.1
52.5
51.9
51.4
51.0
50.6
50.6
-61.3
59.8
-58.7
-57.9
-57.3
-56.7
-56.2
-55.8
-55.4
-63.8
57.1
55.6
54.5
53.7
53.0
52.5
52.0
51.5
51.1
51.1
-62.0
-60.5
-59.4
-58.6
-57.9
-57.3
-56.8
-56.4
-56.0
-64.5
58.3
56.7
55.7
54.8
54.1
53.5
53.0
52.6
52.2
52.2
-63.2
-61.7
-60.6
-59.7
-59.1
-58.5
-58.0
-57.5
-57.1
48
59.4
57.8
56.7
55.8
55.1
54.5
54.0
53.6
53.1
53.1
-64.4
-62.8
-61.7
- 60.8
-60.1
-59.6
-59.0
-58.6
-58.2
52
60.4
58.8
57.6
56.8
56.1
55.4
54.9
54.5
54.0
54.0
-65.5
-63.9
-62.8
-61.9
-61.2
- 60.6
-60.0
-59.6
-59.2
-68.2
61.3
59.7
58.5
57.7
56.9
56.3
55.8
55.3
54.9
54.9
-66.5
-64.9
-63.7
-62.9
-62.1
-61.5
-61.0
- 60.5
-60.1
60
62.2
60.6
59.4
58.5
57.8
57.1
56.6
56.1
55.7
55.7
-67.5
-65.8
-64.7
-63.8
-63.0
-62.4
-61.9
-61.4
-61.0
•
••
•
•
•••
••
• •
•• •
Emma T. Mellinger, P.E
1600 S. Federal Highway. #207, Pompano Beach, FL 33062
'(954) 784 -6991 (954) 781-57o8 fax
emmaCl6cqes.corn
• f DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ")
wig
Weight
17m -daTArea
(sq. ft) .
• • (ft)
15
20
25
30
35
40
45
SO
46.
45.2
44.4
43.7
43.1
42.7
42.3
41.9
41.6
-62.2
-59
-58.0
-56.7
-55.6
-54.6
-53.8
-53.1
-52.5
1
45.9
45.0
44.3
43.7
43.3
42.9
42.5
42.2
•
-63.1
-60.6
-58.8
-57.5
-56.3
-55.4
-54.6
-53.9
-53.2
• 17
47.7
46.4
45.6
44.9
44.3
43.8
43.4
43.0
42.7
-63.9
-61.4
-59.6
-58.2
-57.1
-56.1
-55.3
-54.5
-53.9
18
48.3
47.0
46.1
45.4
44.8
44.3
43.9
43.6
43.2
-64.6
-62.1
-60.3
-58.9
-57.8
-56.8
-55.9
-55.2
-54.5
19
48.8
47.5
46.6
45.9
45.3
44.9
44.4
44.1
43.7
- 65.4
-62.8
-61.0
-59.6
-58.4
-57.4
-56.6
-55.8
-55.2
20
49.4
48.1
47.1
46.4
45.8
45.3
44.9
44.5
44.2
-66.1
-63.5
-61.6
-60.2
-59.0
-58.1
-57.2
-56.4
-55.8
50.4
49.0
48.1
47.4
46.8
46.3
45.8
45.4
45.1
-67.4
-64.8
-62.9
-61.4
-60.2
59.2
-58.4
-57.6
-56.9
51.3
49.9
49.0
48.2
47.6
47.1
46.7
46.3
45.9
68.7
66.0
64.1
62.6
61.4
-60.3
-59.4
-58.7
-58.0
26
52.2
50.8
49.8
49.1
48.4
47.9
47.5
47.1
46.7
-69.8
-67.1
-65.1
-63.6
-62.4
-61.4
-60.4
-59.6
-58.9
28
53.0
51.6
50.6
49.8
49.2
48.7
48.2
47.8
47.4
- 70.9
-68.2
- 66.2
-64.6
-63.4
-62.3
- 61.4
-60.6
-59.9
30
53.8
52.3
51.3
50.6
49.9
49.4
48.9
48.5
48.1
-72.0
-69.2
-67.1
- 65.6
-64.3
-63.2
-62.3
-61.5
-60.7
32
54.5
53.1
52.0
51.3
50.6
50.1
49.6
49.2
48.8
-73.0
-70.1
- 68.1
-66.5
-65.2
-64.1
-63.1
-62.3
-61.6
34
55.2
53.7
52.7
51.9
51.3
50.7
50.2
49.8
49.4
-73.9
-71.0
-68.9
- 67.3
- 66.0
- 64.9
-64.0
-63.1
-62.4
36
55.9
54.4
53.3
52.5
51.9
51.3
50.8
50.4
50.0
-74.8
-71.9
- 69.8
- 68.1
-66.8
-65.7
- 64.7
-63.9
-63.1
38
56.5
55.0
54.0
53.1
52.5
51.9
51.4
51.0
50.6
-75.7
-72.7
-70.6
-68.9
-67.6
-66.5
-65.5
-64.6
-63.8
40
57.1
55.6
54.5
53.7
53.0
52.5
52.0
51.5
51.1
-76.5
-73.5
-71.3
-69.7
-68.3
-67.2
- 66.2
- 65.3
-64.5
58.3
56.7
55.7
54.8
54.1
53.5
53.0
52.6
52.2
-78.0
-75.0
-72.8
-71.1
-69.7
-68.5
-67.5
-66.6
-65.8
48
59.4
57.8
56.7
55.8
55.1
54.5
54.0
53.6
53.1
-79.5
-76.3
-74.1
-72.4
-71.0
-69.8
-68.8
-67.9
-67.1
52
60.4
58.8
57.6
56.8
56.1
55.4
54.9
54.5
54.0
-80.8
-77.6
-75.4
-73.6
-72.2
-71.0
-69.9
- 69.0
-68.2
56
61.3
59.7
58.5
57.7
56.9
56.3
55.8
55.3
54.9
-82.1
-78.9
-76.6
-74.8
-73.3
-72.1
-71.0
-70.1
-69.3
60
62.2
60.6
59.4
58.5
57.8
57.1
56.6
56.1
55.7
-83.3
-80.0
-77.7
-75.9
-74.4
-73.2
-72.1
-71.1
-70.3
General Notes
I These tables are not valid as a site - specific drawing
2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E.
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
i0B SITE LOCATION:
WIND SPEED = 146 MPH, EXPOSURE "C"
These tables are valid for the following conditions only:
1 Wind Speed (3- second gust): 146 mph.
2 Building Category: II (General Residential and
Commercial Construction).
3 Importance Factor: 1.0
4 Exposure Category: C
5 Topographic Factor (Kzt): 1.0 (Flat Terrain)
6 Directionality Factor (Ka): 0.85
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 Gcpi: +- 0.18
8 Enclosed Building
Consult an Engineer for any other conditions
Instmctions
1 Tables show the "worst case" design pressures, with any
unknown variable at its critical condition.
2 Tables are valid only for mean roof heights of 60 feet or
3 Tables are valid for any roof slope. For reductions for
roof slopes less than 10 degrees, consult Engineer for site
specific analysis.
4 Calculate the average roof height ff average cannot be
determined, use the peak roof height Round up the roof
height to the next highest table value.
5 Calculate the tributary area (length x height) of the
opening in question. Rouad the tributary area down to the
next smallest table value. If the tributary area is
unknown, use the most critical value (10 square feet).
6 Area between structural mullions shall be used as
tributary area
7 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 if all of the opening falls
more than dr"ra.re "a" from a building comer, the
opening shall be consideed'm an Interior Zone (4).
8 Distance: a," as ieferedto above, sball be calculated as
10°/" ofthe miriimumthakik, width, but not less than 3
9 Read t te\worst case p ositive andtregative design
prealmsfot.irse a• 0:glared by%goverping building
500 : `D
EmT Mn
EL E :5ob49
Date: Septcraber 7.3'2016 1.,
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
T.M. Window & Door LLC
601 N.W. 12th Ave.
Pompano Beach, FL 33609
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.Eov/buildinacode
• •
• • ....
This NOA is being issued under the applicable rules and regulations governing iireusa of coney"!.
materials. The documentation submitted has been reviewed by Miami -Dade Co>�t%Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used ix! Mratifi 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 ProaMr .
Control Division (In Miami Dade County) and/or the AHJ (in areas other than MiaarDadecgant r) resme• • •
the right to have this product or material tested for quality assurance purposes. If dais product or material, •
fails to perform in the accepted manner, the manufacturer will incur the expensi ofsuZh test inf and the AM:.
may immediately revoke, modify, or suspend the use of such product or material wwwthin ju'risdictiion.
BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade guilty 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: Series 515 Outswing 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 C dated 08/27/09, prepared by Al- 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 ", 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 # 08- 0506.11 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 Perez, P.E.
•
•
•
•
MIAMI DADE COUNTY
APPROVED
NOA No. 09- 1015.02
Expiration Date: May 01, 2013
Approval Date: January 27, 2010
Page 1
•
•
•
T.M. Window & Door 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 C dated 08/27/09, prepared by Al-
Farooq Corporation, signed and sealed by Arshad Viqar, P.E.
B. TESTS
•••• •
• • ••••
• .. •
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9A • • • • • • • • •
•
2) Uniform Static Air Pressure Test, Loadirng+por.FBC TAS 202 -94 •
3) Water Resistance Test, per FBC, TAS 2Q2-94 • : • • • • • •
4) Large Missile Impact Test per FBC, TAS'21t -94 ' • . •
5) Cyclic Wind Pressure Loading per FBCAA • • •;
6) Forced Entry Test, per FBC 2411 3.2.1, TAS402 -94 • •
along with marked -up drawings and installation diagram ofa series 511 ppnyving •
aluminum casement window, prepared by Fenestration Testin .1✓aborafory, Inc., Test..:
Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. iicrosla, P. •
(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.
(Submitted 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 under NOA# 01- 1129.03)
E -1
Man 1 Per P.E.
Product Contro xaminer
NOA No. 09- 1015.02
Expiration Date: May 01, 2013
Approval Date: January 27, 2010
T.M. Window & Door 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.
Complies with ASTM E1300-98/04 •••• • • • •
. • • •••• •
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.. foi,tlieir
Clear or colored interlayer" dated 05/04/06, expiring on 05/•1.11. • • •
2. Notice of Acceptance No. 07- 1116.11 issued to Saf —Glas, LLC for thei=;1S0—GLA9 • •
Polycarbonate Laminate ", dated 12/27/07, expiring on 122160• •
3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. ffrtheir •
"Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated August 25, 2009,
signed and sealed by Arshad Viqar, P.E.
2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration
Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo
Largaespada, P.E.
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.
G. OTHERS
1. Notice of Acceptance No. 08- 0506.11, issued to T.M. Window & Door LLC for their
Series "515" Outswing Aluminum Casement Window — L.M.I., approved on 06/05/08
and expiring on 05/01/13.
E -2
Manuel Pe .E.
Product Control er
NOA No. 09- 1015.02
Expiration Date: May 01, 2013
Approval Date: January 27, 2010
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
SNUBBERS
(2) FOR WOW. HT. UPTO 48'
(3) FOR WOW. HT. UPTO 72"
37"
WINDOW WIDTH
35'
VENT WIDTH
30"
D.L. OPG. WIDTH
n ,
/
■
CONCEALE
4' MAX.
HEAD /SILL
CORNERS
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 515 ALUMINUM CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS.
ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER
WINQUW 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 BUILDING CODE 2007 EDMON 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 ANCHOR 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.
14 3/8`
MAX.
HEAD
SILL
SINGLE VENT WDW.
72 1/4'
1 HINGE
WINDOW WIDTH
35' 35'
VENT WIDTH
30'
VENT WIDTH
30'
0L OPG. WIDTH
0
D.L OPG. WIDTH
WINDOW HEIGHT
70'
I I
I
I
1
I I = ==
/
/
\
_
I
1 1 / /
11 ,
u
= ==
/ 1
I
1
.
\
_
11 \
O 11 \ \
\
\ , i I
\I
=___ __
1 \
\
I \
G
/
/
___
/ 11
/ / 11
VENT HEIGHT
64 I/2°
D.L. OPG. HEIGHT
CI) I 1 1 I I_
!Yin"
4` MAX.
14 3/8"
MAX.
8'
LOCKS AT
CORNERS
D.L OPENINGS
DLO HT. WDW. HT - 7.5"
DLO W. (SINGLE VENT) = WOW. W - 7'
DLO W. (DUAL VENT) WOW. W/2 - 6.125"
SILL
DUAL VENT WDW,
BUTT HINGES AT SASH
(2) FOR WOW. HT. UPTO 48`
(3) FOR WOW. HT. UPTO 72"
xQ N
SASH
DW. HT. UPTO 48"
(3) FOR WOW. NT. UPTO 72"
•• ••• • • • • • ••
•
• • •
• •• • • • • ••• •
•• ••• •• • • • ••
••• ••• •
• • • •
• • •
• • • ••
•• •• •
• • •••
••• •
• •
• •
•
•
•••
•
•
• ••• • • •
• • • •
IS •• • • • •• ••
• • • ••• • •
LAMINATED GLASS
LARGE MISSILE IMPACT
Fier ARSHAD OAR.
• ctva • i
• • • �T • •
• ••• •
AUt $ 2009:
(o4mV
z
1
d6 0
m,O
o; F
oo AQQ
OLda
0d•Ei
a W g
40
7d.
0
U
^zY�
5
2.
m
Sr
1
1
drawing no.
W06 -30
sheet 1 of 6
DESIGN 1.0AD CAPACITY - PSF FOR ( X ) SIZES
WINDOW AIMS.
GLASS TYPE
GLASS TYPES
WINDOW DINS.
'C'
'B'. 'D & 'E'
WIDTH
HEIGHT
EXT.( +)
1NT.( -)
EXT.( +)
167.( -)
19 -1/8"
80.0
82.0
62.0
80.0
80.0
26 -1/2"
(2)
62.0
62.0
80.0
80.0
37°
80.0
82.0
62.0
80.0
80.0
19 -1/8"
60.0
62.0
62.0
80.0
80.0
26 -1/2'
38-3/8"
62.0
62.0
80.0
80.0
62.0
80.0
62.0
62.0
80.0
80.
62.0
80.0
62.0
62.0
80.0
80.0
26-
� 8
62.0
62.0
80
80.0
62.0
80.0
82.0
62.0
80.0
80.
1 " 8"
80.0
62.0
62.0
(4)
62.0
26 -1/2"
83
62.0
62.0
80.0
80.0
37"
80.0
62.0
62.0
80.0
80.0
19 -1 /8"
74 -1/4"
62.0
62.0
80.0
80.0
26 -1/2"
(8)
62.0
62.0
80.0
80.0
30°
74- 1/4 "(6)
62.0
62.0
80.0
80.0
18°
48.8
62.0
62.0
80.0
80.0
24"
24"
62.0
62.0
80.0
80.0
30"
(2)
62.0
62.0
80.0
80.0
36"
45.5
82.0
62.0
80.0
80.0
18"
32.7
62.0
62.0
80.0
80.0
24'
38'
62.0
62.0
80.0
80.0
30"
(3)
62.0
62.0
80.0
80.0
36"
80.0
62.0
62.0
80.0
80.0
18"
80.0
62.0
62.0
80.0
80.0
24°
48°
62.0
62.0
80.0
80.0
30"
(4)
62.0
82.0
80.0
80.0
36"
60.0
62.0
62.0
80.0
80.0
18'
or
62.0
62.0
80.0
80.0
24"
60"
82.0
62.0
80.0
80.0
30"
(5)
62.0
62.0
80.0
80.0
36"
80.0
62.0
62.0
80.0
80.0
18'
80.0
62.0
62.0
80.0
80.0
24°
63°
62.0
82.0
80.0
80.0
30"
(5)
62.0
62.0
80.0
80.0
38"
80.0
62.0
82.0
80.0
80.0
18"
80.0
62.0
62.0
80.0
80.0
24"
72'
62.0
62.0 '°
80.0
80.0
30"
(6)
62.0
62.0
80.0
80.0
36°
89.6
82.0
62.0
80.0
80.0
37"
72" (6)
62.0
62.0
80.0
80.0
() A NO. OF ANCHORS PER JAMB
WINDOW W.
15
WINDOW WIDTH
]/4
WINDOW AIMS.
4
GLASS TYPES
'B'. 'D' & "E'
WIDTH
HEIGHT
EXT.( +)
/
EXT.( +)
\
/
X XX
APPROVED CONFIGURATIONS
DESIGN LOAD CAPACITY - PSF FOR ( XX ) SE2E5
WINDOW AIMS.
GLASS TYPE
'C'
GLASS TYPES
'B'. 'D' & "E'
WIDTH
HEIGHT
EXT.( +)
1NT.( -)
EXT.( +)
INT.( -)
26 -1/2'
62.0
62.0
80.0
80.0
37"
26"
62.0
62.0
80.0
80.0
53 -1/8"
(2)
62.0
82.0
80.0
80.0
74'
62.0
62.0
60.0
80.0
26 -1/2"
62.0
62.0
80.0
80.0
37'
38 -3/8"
62.0
62.0
80.0
80.0
53 -1/8'
(3)
62.0
62.0
80.0
80.0
74"
62.0
62.0
80.0
80.0
26 -1/2"
62.0
62.0
80.0
80.0
37"
50 -5/8"
62.0
62.0
80.0
80.0
53 -1/8"
(4)
62.0
62.0
80.0
80.0
74'
62.0
62.0
80.0
80.0
28 -1/2'
82.0
62.0
80.0
80.0
37"
63"
82.0
62.0
80.0
80.0
53-1/8'
(5)
62.0
62.0
67.9
67.9
74"
48.8
48.8
48.8
48.8
26 -1/2"
62.0
62.0
80.0
80.0
37"
72'
62.0
62.0
65.4
65.4
53 -1/8"
(6)
45.5
45.5
45.5
45.5
74"
32.7
32.7
32.7
32.7
24"
62.0
62.0
80.0
80.0
36"
24"
62.0
62.0
80.0
80.0
48'
(2)
62.0
62.0
80.0
80.0
60'
82.0
62.0
80.0
80.0
72"
62.0
62.0
80.0
80.0
24'
62.0
62.0
80.0
80.0
36"
62.0
62.0
60.0
80.0
62.0
62.0
80.0
80.0
or
(3)
60"
62.0
62.0
80.0
60.0
72"
62.0
62.0
80.0
80.0
24'
62.0
62.0
80.0
80.0
36"
48"
62.0
62.0
80.0
80.0
48"
(4)
62.0
82.0
80.0
80.0
60"
62.0
62.0
80.0
80.0
72'
62.0
62.0
80.0
80.0
24"
62.0
62.0
80.0
60.0
36"
60"
62.0
62.0
80.0
80.0
48"
(5)
62.0
62.0
80.0
80.0
60"
82.0
62.0
89.6
69.6
72"
58.0
58.0
58.0
58.0
24"
62.0
62.0
80.0
80.0
38"
63"
62.0
62.0
80.0
80.0
48"
(5)
62.0
62.0
75.2
75.2
60'
60.2
60.2
60.2
60.2
72'
50.1
50.1
50.1
50.1
24"
62.0
62.0
80.0
80.0
38'
72"
82.0
62.0
67.2
672
48'
(6)
50.4
50.4
50.4
50.4
60"
40.3
40.3
40.3
40.3
72"
33.6
33.6
33.6
33.6
( ) e NO. OF ANCHORS PER JAMB
SIUCONE
DOW CORNING 995
TREMCO TREMCLAZE 500
3/16" ANN. CLASS
.015" URETHANE ADHESIVE
.070' INTERLAYER
'SAF -GLAS' POLYCARBONATE
.015° URETHANE ADHESIVE
3/16° ANN. CLASS
SIUCONE
DOW CORNING 995
TREMCO TREMGLAZE 500
GLASS TYPE 'B'
SILICONE
DOW CORNING 995
TREMCO TREMGLAZE 500
3/16" HEAT STREW() GLASS
120' INTERLAYER
UVEKOL -U0 RESIN
SIUCONE
DOW CORNING 895
TREMCO TREMGLAZE 500
3/16° ANN. GLASS
.120" INTERLAYER
UVEKOL -U0 RESIN
3/16" ANN. GLASS
SILICONE
DOW CORNING 995
TREMCO TREMGLAZE 500
Rigid
to
GLASS TYPE 'C'
SILICONE
GE RGS7700
3/16" ANN. GLASS
090" INTERLAYER
SAFLEX LOG BY SOLUt1A
3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS
SILICONE
DOW CORNING 995
TREMCO TREMGLAZE 500
0
•••••••••Ir
•
• • •
GLASS TYPE 'D' •• • • Gf S TYPE 'E'
•• ••• •• • • • ••
GLAZING OPTIONS
SIUCONE
GE RGS7700
••• ••• • •••
• • • • Ems' •
• • • • CARL •
• • • •• • •
•• •• • • • •
NOTE: • • ••• • •Q••• •
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAM DEC•• -219: : : Nei 1 2009:
• • • •4 • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
P60nuCY REVLFED
as mown 3 wnb Ise Florid,
L Bakke Code
12 1Df5_07
Eagaradoz Dads IS
V
z
ro »
0d .0
d U
c O 4,
06
og
Ona<
OoWE
32
�OIs'� 613 j-
et igs
SERIES 515 ALUMINUM CASEMENT WINDOW (LM.I.)]
DI
c
4
a
v
m
O
8
8
c
drawing no.
W06 -30
sheet 2 of 6
18Y
W000 BUCK
o T
0 I r
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
a a4
4 < n °
a
ti
1 11
eft I
Imo' 1Ltirlmic '1 •
oni
d
°
cp
0
2
N
g
0
4a
4 °
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
METAL
STRUCTURE
IP ° ■
AKA
lio 11!1 rIl
0 "I Ili 'WHO°
1111. ffaIItWal_
° 1" 8Y
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
BUTT INGE OPTION CONCEALED BINGE OPTION
MIAMI -DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
28Y WOOD CIE
OR
WOOD = - CTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING 5mutM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KS. Fy=155 Kg)
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
J14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS)
INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ")
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)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1 -1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
• . gbO E141 $r ICAO, SILK
• C -90 110110114, OL011K
• •• • • • • ••• •
•
• • SIILRNTm • • • • • •
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYUC SEALANT.
Td = 3000 PSI MIN.
= 2000 PSI MIN.
•.• ••• •=e.
• • • • • �e94 SHA • •
• • • •
• • • ••
•• •• • • • •yy • •
• • •.• • •ne• •
Fop PE
014
•
LAN •
..• • • •
• • • •
• • • ••
• • • • •
• •• •• •
••• • • •
A :tf 3: 200°2
• • •
• • • •
• •• ••
PRODUCT REVD
•euomplytog WO the Roddy
Bolding Code
Awariaanse
!sue Vete . .
2
d
m
•
:I
c
0
n
0
a
ti
1
8
drawing no.
W06 -30
(sheet 3 of 6
CHORS
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
I,!
•
,.
'
12
D.L. OPG.
D.L. OPG.
EXTERIOR
OO 4
VENT WIDTH
EXTERIOR
WINDOW WIDTH
WINDOW WIDTH
1/4• wax.
SHIMS
SINGLE VENT WINDOWS (BUTT HINGE OPTION)
1/4' SHIM
MWMI —DADE COUNTY
APPR.O MULLION
SEE SEPARATE NOA
CHORS
FOR SPACING
a a
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1BY
WOOD BUCKS
(
to (s
D.L. OPG.
EXTERIOR
[ O OO
VENT WIDTH
a
WINDOW WIDTH
1/4' MAX.
SHIM
SINGLE VENT WINDOWS (CONCEALED HINGE SON)
1/4' MAX.
METAL
STRUCTURE
EXTERIOR
d
a
WINDOW WIDTH WINDOW WIDTH
IBY
WOOD BUCKS
"• • • • • ••
• • •TY • •a� q•�r� •
• • • • err. Dv.. Fos Acts
• °• • • •. • • •
• °•• • • • ••
EXTERIOR] �.
D.L. OPG.
v
• ••• • •
• • •Dgr. ARSHAD •WARN •
•o • OWL • • •
• • • FU• PE (•38883. •
• • CAN4333B • •
WINDOW WIDTH
••. • • •
• • • •
• • • • •
• • • • •
•
••• • • •
TYPICJL. ANCHORS
SEE ELEV. FOR SPACING
DUAL VENT WINDOWS
PRODUCT REVLSS
sseeplyIegwMYlkePW 9.
Doll** Coda
Acceptialso
Expirsemi Date
O
3
8
0
0 a m v
••• • •
Ally 3 a 29 09�
• .• ••
Csetel
drawing no.
W06 -30
sheet 4 of 6
0
FRAME
0
r--1.6139
06
I Q6
2.241
SOD II
1.224 �I
.382
.831
VENT
8 r1.162 -y--y
.545II .50
.04554
s93
0
GLAZING BEAD
.500
.500 fjl
�1�.062
()GLAZING TUBE
0
IMPOST
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLER /REMARKS
1
2
3
0837528
GW37526
G837524
FRAME
6063 -T6
VENT
IMPOST
6063-16
6063 -76
4
TM145
AS READ.
GLAZING BEAD
6063 -T8
4A
AS REOD.
GLAZING TUBE
6083 -T6
5
•to X 1 -1 /4'
2/ CORNER
FRAME/VENT ASSEMBLY SCREWS
ST. STEEL
PH S91S
6
SW27713
CORNER KEY
ALUMINUM
7
CORNER KEY (3 X 1 X .062° CHEVRON)
ALUMINUM
8
CORNER KEY (3 X 11 /16 X .062° CHEVRON)
ALUMINUM
9
CORNER KEY (3 X 1 -3/8° X .041° CHEVRON)
ALUMINUM
10
2230
AS READ.
FRAME & VENT WYRIPPIG
FINSEAL
1t
GW37521
AS READ.
BUTT HNGE INTERIOR (FASTENED W/ (3) #10 X 3/8" PH 5915)
5 UMNUM
12
GW37522
AS RECD.
BUTT HINGE EXTERIOR (FASTENED 8/ (2) /1O X 3/8° PH 5915)
ALUMINUM
13
23 -65-32
ROTO OPERATOR (FASTENED W/ (4) #10 X 3/8° PH SINS)
TRUTH
14
24 -11 -32
AS READ.
LEVER TYPE CAM LOCK (FASTENED W/ (2) '10 X 3/8" PH SM5)
15
21089
STRIKE KEEPER (FASTENED 8/ (4) 18 X 1/2' TH 5915)
TRUTH
16
30238
AS REOD.
KEEPER (FASTENED W/ (2) 110 X 3/8' PH SM5)
17
300 SERIES
2/ VENT
3 BAR CONCEALED HINGE (FASTENED 8/ (2) X10 X 3/8" PH SINS)
ST. STEEL
AT SASH TOP & BOTTOM
18
58001/58002
3/ VENT
4' LONG SNUBBER (FASTENED WITH (2) #8 X 1/2° HEX H SD SCREWS)
ZINC
AT HINGE RAIL
T
1.978
I� 1.978
.125
O CORNER KEY
.290
•• ••• • • • • • ••
•
• • •
2.809 3.121 3496 • • •
•• •• • • • ••
2.21•
• •
•
•.
•
•••
0
CORNER KEYS
••• •
•
•
•
.•
•
••• • •
•
•
• C788• •
..• •
••
•
t;j t zo*
• • • •
• •- --
• ••• • •
u,
,ro`''
Z n
O�
f' �
6
Od
it a IL
0
*41 m
O :4 a CC p
atei
n
i0
3
SI
U
c
0
0
W
a
5
m
0
S
8
9
u
a
a
drawing no.
W06 -30
sheet 5 of 6
VENT CORNER$
FRAME CORNER$
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
••• • • •
• • • • •
•
• • • • • ••
•;UGtf (1.2* •
droving no.
W06 -30
sheet 6 of 6
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
T. M. Window and Door
601 N. W. 12th Ave
Pompano Beach, Florida, 33609
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.buildinecodeonline.com
This NOA is being issued under the applicable rules and regulations governing the use 2f con structio?i�rfi$terials.
The documentation submitted has been reviewed by Miami -Dade County Product ConnrADiyision a�nd�a.cepted .•
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and othguren where al4Qred bX •••-•
the Authority Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami- Dade•County Aroduct Contt &l'•':
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade &naaly) reserve the rightsia. • •
have this product or material tested for quality assurance purposes. If this product or•dtp#jal faileto performeirr••
the accepted manner, the manufacturer will incur the expense of such testing and tIIe •AHJ ma ), 1mrilediatL"1Y -; -
revoke, modify, or suspend the use of such product or material within their jurisdictiog' "12eitA reser ?es the right •.
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division tha:t�aa produc nor .
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 Buttd*Code,
inclu " : - _ _ ' Hurricane Zone
DESC ' 1' ON: Series "605 " Sin . e Hung Aluminum Window (reinforced)
APPROVAL DOCUMENT: Drawing No. W06 -34., tit a um Single Hung WDW.(LMI) ",
sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, 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
Limitation:
1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating
2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 psf.
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 # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 09- 0604.24
Expiration Date: July 05, 2012
Approval Date: September 02, 2009
Page 1-
T. M. Window and Door
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (Transferred from file # 07- 0404.04)
1. Manufacturer's die drawings and sections.
2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1
through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12,
2009, signed and sealed by Arshad Viqar, P.E.
B. TESTS
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, pre 'aThd by
Fenestration Testing Laboratory Inc., Test Report No. IHTL- 4.39'dgted J 1'(T p7 and • •
FTL -5742 dated 01- 22 -09, both signed and sealed by Michael.S. Wenzel,
2. Test report on (Transferred from file # 07- 0404.04) •
1) Air Infiltration Test, per TAS 202 -94 . • • • •. :•. • . • • 2) Uniform Static Air Pressure Test, Loadiirigr TAg° •24/ -,94
3) Water Resistance Test, per TAS 202- 94.•..• •..•
4) Large Missile Impact Test, TAS 201 -9 • • .
5) Cyclic Loading Test, per TAS 203 -94 • •
3. along with installation diagram of an alum Single Hung w indewkepare 1 by.Fenestxalim;
Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL- 3755rd•03 -24 -03
and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmund() Largaespada, P.E.
4. 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 & comparative analysis complying w/ FBC 2007,
prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Vigar, P.E
2. Glazing Complies with ASTM El 300 -02 & -04
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 for "Saflex I.IIG clear & color
interlayer", expiring on 05/21/2011.
2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS
polycarbonate laminate ", expiring on 12/16/2012.
3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties
Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010.
F. STATEMENTS
1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed
and sealed by Arshad Viqar, P.E.
2. Statement of Lab compliance letter, part of test reports.
G. OTHER
1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012.
2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. 11 1. /1ti12ca...
Ishaq 1. hands, P.E.
Product Control Examiner
NOA No 09- 0604.24
Expiration Date: July 05, 2012
Approval Date: September 02, 2009
E -1
sheet 1 of 8 )
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 605 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
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 MUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
FALSE MUN1INS
(SURFACE APPUED)
MAY BE USED
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).
IBY OR 2BY 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 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.
53 1/8"
WINDOW WIDTH
48 1/4"
D.L. OPG. W. (FIXED)
21" MAX.
Q HEAD /SILL
�I I�
II I
u ,
n /
11 // 1
11 I
11 I
II I
II 1
1
11 1
11 I
I
B
II
II 1
II 1
11 I
11 1
II 1
1r -rr
I /
I I i.!
1
I
-
C1
I I
II
I I
I I
u
/ 11
// it
// II
•/ Ili
47 3/4"
D.L OPG. (VENT)
50 1/8"
'8
VENT WIDTH
5 1/2" MAX.
HEAD /SILL
CORNERS
FALSE MUNTINS
(SURFACE
MAY BE USED
0
a
n �
0
0�.
W
= o
0
PRODUCT REVISED
its am:PIying with We Florida
Dahlias Codo
late Na zr
TYPICAL ELEVATION ICI���,�q�J 1. j� 7' TYPICAL ELEVATION it, EQUAL LITES i DadJPto4 $ Costlier WITH OPTIONAL FIN
(SEE DESIGN CAPACITY CHART) slilbMwa EQUAL LITES
(LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.)
53 1/8"
WINDOW WIDTH
48 1/4"
D.L. OPG. W. (FDOED)
21' MAX.
pl
HEAD /SILL
B
/
/'
I
1
I
1
1
1
1
1
I
I
C1
I I
II
I I
I I
u
/ 11
// it
// II
•/ Ili
I
47 3/4"
D.L. OPG. (VENT)
50 1/8"
5 1/2" MAX.
VENT WIDTH
HEAD /SILL
CORNERS
•• ••• • • • • • ••
D.L.O. WIDTH FIXED) _ �IN���WIT�FI 4'87
D.L.O. WIDTH VINT) =•VINDGW i9D • Si3Yt• •
D.L.O. HEIGHT %1ND 0W'HEIGHTW2 �4t5 "s • • • •
••• ••• • ••• • •
• • • • • V AA
• • • •'q`i
A 7
• • • • • • • • P 1 8887
•• •• • • •
•
•
• • • • • •••
• • ••• • AU61 2 2009
• • • • • • • •
LAMINATED GLASS
INSUL. LAM. GLASS
LARGE MISSILE IMPACT
•• •• • • •
•
• • • • ••• • •
z
O
fe
2
CC a
O ff, <
o'
00.4,
°ta°°r
z • 0
LL• ��LL
•g
▪ 612R
co
SERIES 605 ALUMINUM SINGLE HUNG WDW. (L.M.I.)
e
1
1
O
4
ye
R
8
S
8
8
8
m
U
a
5
drawing no.
W06 -34
DESIGN LOAD CAPACITY - PSF
(WITH ALUMINUM REINFORCING)
WINDOW DIMS.
GLASS TYPES
GLASS TYPE IF GLASS TYPE 'C' IF & 'E'
GLASS TYPE 'F'
CLASS TYPE 'G
GLASS TYPE 'R
GLASS TYPE '1'
GLASS TYPE 'J'
WIDTH
HEIGHT
EXT.(+
mu-) EXT.( +)
1NT.( -) EXT.( +)
1NT.( -)
EXT.( +)
1NT.( -)
EXT.( +)
1NT.( -)
EXT.( +)
1NT.( -)
EXT.( +)
1NT.( -)
EXT.( +)
INT.( -)
19 -1/e)
26,
(4)
1 80.0
80.0 ► 7110
70.0 61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
26 -p2"
37'
53 -1 /8"
,...
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
80.0
800 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
80.0
80.0 70.0
700 61.0
61.0
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'
(i7,..)38-3/8"
53 -1/8"
38 -3/6,
80.0
60.0 70.0
70.0 61.0
81.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0 70.0
70.D 61.0
61.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.. ) 0.0
70.0 61.0
61.0
80.0
80.0
800
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
18 -1/8'
26-1 2'
37'
53 -I /8"
50 -5 /8,
(5)
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
60.0
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
80.0
80. ' 70.0
70.0 61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
800
80.0
80.0
86.0
70.0
700
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
800
19 -1/8'
26 -1/2'
37'
53 -1 /8'
56 -5/8,
(6)
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
60.0
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
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
700
61.0
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
800
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'
53-1/8'
B3,
(6)
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
810
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
800
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
610
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
80.0
19 -1/8'
26 -1/2°
37'
53 -1/8'
72"
(7)
80.0
80.0
70.0
70.0
81.0
81.0
80.0
80.0
80.0
86.0
80A
80.0
80.0
80.0
810
80.0
80.0
80.0
70.0
70.0
614
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
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
80.0
-
-
-
-
61.0
61.0
-
-
80.0
80.0
80.0
80.0
78.2
78.2
80.0
80.0
19 -1/8"
26 -1/2'
53 -1/8'
"
76-3/4'
(7)
800
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
8110
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
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
800
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
-
-
-
-
61.0
61.0
-
-
77.6
77.6
80.0
80.0
74.5
74.5
80.0
80.0
24'
30'
36'
42'
48'
54'
4B•
(5)
80.0
80.0
70.0
700
61.0
61.0
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
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
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
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
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
804
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
804
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
24'
30'
38°
42"
48"
54'
66)
804
80.0
70.0
70.0
61.0
61.0
goo
80.0
80.0
804
804
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
60.0
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
800
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
804
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
814
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
710
704
61.0
814
80.0
80.0 -
804
804
80.0
80.0
80.0
80.0
80.0
80.0
24'
30'
36'
42°
48°
54"
M•
(7)
80.0
80.0
704
70.0
61.0
67.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
804
70.0
70.0
81.0
614
804
80.0
804
80.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
70.0
70.0
61.0
81.0
80.0
80.0
80.0
804
80.0
80.0
80.0
80.0
60.0
80.0
-
-
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
804
80.0
80.0
-
-
-
-
614
81.0
-
-
80.0
604
80.0
80.0
80.0
80.0
80.0
80.0 1
-
-
-
-
610
81.0
-
-
79.1
79.1
79.1
79.1
76.8
76.8
78.4
78.4
24'
30'
36'
42'
48'
(8)
80.0
80.0
70.0
710
61.0
614
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
70.0
70.0
67.0
61.0
8110
60.0
86.0
86.0
80.0
9116
86.0
86.0
80.0
60.0
-
-
-
-
61.0
81.0
-
-
80.0
80.0
80.0
80.0
80.0
80.0
810
80.0
-
-
-
-
81.0
81.0
-
-
8110
804
80.0
80.0
80.0
80.0
80.0
804
_ -
-
-
-
61.0
61.0
-
-
80.0
804
80.0
80.0
77.5
77.5
80.0
80.0
N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB
•
•• ••• • • • • • ••
• • •
'PRODUCT REVISED
888 p ring with the p,
Wafts Code
eajf 2.V
likazation jyY ___ °�1L
• • )TE; •
• • • ••• • • • • § OPACITIES ON THIS SHEET ARE
E ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05 -DEC -219
•• ••• • ••• • •
• • • • •
• • • •
• • • • •• • •
•• •• • • •
• • ••• •
!nq :An1.IA0 YIOAR
• <1/LL
• RA PM/ 38883
•AI. 5538
•• •
••• •
• •
• •
• • •
• •• •
••• •
• • • •• i
• • •
••• •
• • •
• • • •_ _•
• ••• • •
AU: 1 2 2009
• •
a
Y
0
a
0
8
0
0
S
0
m
0
0
8
4
drawing no.
W06 -34
(sheet 2 of 8
9
9
DESIGN LOAD CAPACITY - PSF
(WITH STEEL REINFORCING)
WINDOW DIMS.
GIASS TYPE '8'
GLASS TYPE 'F'
WIDTH
HEIGHT
EXT.( +)
1NT.(-)
EXT.( +)
1NT.(-)
19 -1/8"
80.0
99.3
80.0
115.0
26 -1/2°
80.0
99.3
80.0
115.0
37'
26"
80.0
99.3
80.0
115.0
53 -1/8'
(4)
80.0
99.3
80.0
115.0
19 -1/8"
80.0
99.3
80.0
115.0
26 -1/2'
80.0
99.3
80.0
115.0
37'
38 -3/8"
(4)
80.0
99.3
80.0
115.0
53 -1/8"
80.0
99.3
80.0
115.0
19 -1/8"
80.0
99.3
80.0
115.0
26 -1/2'
80.0
99.3
80.0
115.0
37"
50 -5/8"
(5)
80.0
99.3
80.0
115.0
53-1/8"
80.0
99.3
80.0
115.0
19 -1/8"
80.0
99.3
80.0
115.0
28 -1/2"
56
80.0
99.3
80.0
115.0 j
37"
-5/8'
(8)
80.0
99.3
80.0
115.0
53 -1/8"
-
-
80.0
115.0
19 -1/8"
80.0
99.3
80.0
115.0
26 -1/2'
80.0
99.3
80.0
115.0
37"
63'
80.0
99.3
80.0
115.0
53 -1/8"
(6)
-
-
80.0
115.0
19 -1 /8'
80.0
99.3
80.0
115.0
26 -1/2'
72
80.0
99.3
80.0
115.0
37"
(7)
80.0
99.3
80.0
115.0
19 -1/8"
80.0
99.3
80.0
115.0
26 -1/2'
78 -3/4'
80.0
99.3
80.0
115.0
37'
(7)
80.0
99.3
80.0
115.0
24'
80.0
89.3
80.0
115.0
30"
80.0
99.3
80.0
115.0
36"
80.0
99.3
80.0
115.0
42"
46"
80.0
99.3
80.0
115.0
48"
(5)
80.0
99.3
80.0
115.0
54'
80.0
99.3
80.0
115.0
24"
80.0
99.3
80.0
115.0
30°
80.0
99.3
80.0
115.0
36"
80.0
99.3
80.0
115.0
42'
60°
80.0
99.3
80.0
115.0
48"
(8)
80.0
99.3
80.0
115.0
54"
-
-
80.0
115.0
24'
80.0
993
80.0
115.0
30"
72"
80.0
99.3
80.0
115.0
38"
(7)
80.0
99.3
80.0
115.0
42'
-
-
80.0
115.0
r 24"
84"
80.0
99.3
80.0
115.0
30°
(8)
80.0
99.3
80.0
115.0
() NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB
PRODUCT
t•P y REVISED
Obe Florida
TWOS C°de ..61.4Wzoe 21/
ponatarmft
. LLsu
meld
•• ••• • • • • • ••
•
• • •
• • NOTE. •
.. • • .. • • • • .OPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
•.• • ••• • ••• • •
• • • • • tnplIAR 16D VICAR
• • • • • • 88AL
• • • • • • • • RA P8►! 38883
• • el,
• • • SA 3538
• • ••• • 1 •• •I
••• • • • • • ••
• • • • • • • •
• • • ••• •
• • • • • • •
- •. •• • • •
••• • • • •••
•
A 1 2 2009
• •
•
.11.
t
a.'
00 a
Q �
6 U
re.
ot
O i ro
46 ar
LL Z
SERIES 605 ALUMINUM SINGLE HUNG WDW. (LAN.I.))
m
us st
O
Gp M
Oj4 J
3N6 I
o Qom m
O
f
a,§5!
8
ffi
0
8
8
g
0
S
8
aJ�
drawing no.
W06 -34
sheet 3 of 8
1/8" ANN. GLASS
.015' URETHANE ADHESIVE
.070" INTERLAYER
'SAF -GLAS' POLYCARBONATE
BY 'SECURITY IMPACT GLASS'
015" URETHANE ADHESIVE
1/8" ANN. GLASS
SILICONE
DOW CORNING 995
1/8" ANN. GLASS
.090' INTERLAYER
3/16" ANN. GLASS
120' INTERLAYER .120" INTERLAYER
UVEKOL-U0 RESIN UVEKOL -U0 RESIN
1/8" ANN. GLASS 3/16" ANN. GLASS
SILICONE SILICONE
DOW CORNING 995 z DOW CORNING 995
GLASS TYPE 'C'
1/8" HEAT STREN'D GLASS
.090" INTERLAYER
SAFLEX 1110 PVB BY SOLUTIA SAFLEX MG PVB BY SOLUTIA
1/8" ANN. GLASS
SILICONE
GE RGS7700
5 01
GLASS TYPE 'G' n °
1/8" HEAT STREN'D GLASS
SILICONE
GE RGS7700
GLASS TYPE 'H'
GLASS TYPE '0'
1/8" ANN. GLASS
1/4' AIR SPACE
1/8" ANN. GLASS
.090" INTERLAYER
SAFLEX MG PV8 BY 'SOLUTIA'
1/8" ANN. GLASS
SILICONE
GE RGS7700
GLASS TYPE 'I'
THIS GLASS TYPE ONLY FOR
LARGE MISSILE IMPACT USE.
NOT QUALIFIED FOR SMALL
• MISSILE IMPACT AREAS.
GLAZING OPTIONS
N
3/16" ANN. GLASS 3/16" HEAT STREN'0 GLASS
.090" INTERLAYER .120" INTERLAYER
SAFLEX II10 PVB BY SOLUTIA UVEKOL -U0 RESIN
3/16' ANN. GLASS 3/16' HEAT STREN'D GLASS
SILICONE
DOW CORNING 995
GLASS TYPE 'E'
1/8" TEMP. GLASS
1/4" NR SPACE
1/8" HEAT STREN'D GLASS
.090" INTERLAYER
SAFLEX DIG PV8 BY 'SOLUTA'
1/8" HEAT STREN'D GLASS
SILICONE
GE RGS7700
• •
•
•
••
• •
• • Ip•
GLASS TYPE 'J'
••
•
•
•
•••
SILICONE
DOW CORNING 995
GLASS TYPE 'F'
••• ••• • ••• • •
• • • • • •Eng• MONAD V10M
• • • • • • •NIL
• • • •• • • • FR 39663
• • • • • • • • •C.A 3538
• • ••• • ••• •I
••• • • • • • • ••• • A{$G 1 2 2009 • • • • • ••• • •
• • • • •
•.• • • • ••• • •
Idea Cede
gDate
�
DeMPTaT}pmCastile'
Midge
J
an
an
[SERIES 605 ALUM!
in
6'
•
0
1
u •
9
a
6
1
drawing no.
W06 -34
sheet 4 of 8
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1BY
WOOD BUCK
ILLUSTRATIVE DTLS. ONLY
EXT. OR INT. FINISHES
NOT BY TM WINDOW
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURE
e°
°e ° ° °e
a ° a
MIAMI -DADE COUNTY APPROVED
MULION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
OPTIONAL TO
SPRING LATCH
OPTIONAL TO
SPRING LATCH
REINFORCING
OPTIONS
SEE SHEETS 2 & 3
REINFORCING
OPTIONS
SEE SHEETS
2 & 3
REINFORCING
OPTIONS
SEE SHEETS
2 & 3
REINFORCING
OPTIONS
SEE SHEETS
2 & 3
smesiegeriht n
SA* geode
bales= No •tDate.riX��s ]�
■kite•
•
•
•
•
•
•
•
•••
°e
••• •••
• •
• •
ALMERNA7tE F IAI: Slut.
6
e
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
• •
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
W000 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 SPACING
1/4° TAPCONS BY 'ELCO' (Fu -120 KSI. Fy -92 KSI)
INTO 26Y WOOD BUCKS OR WOOD STRUCTURES
1 -3/8° MIN. PENETRATION INTO WOOD
THRU IBY 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
A14 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 ALUM TO BE PLATED OR PAINTED)
Al2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8° THK. MIN.)
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE = 1° MIN.
INTO METAL STRUCTURE = 1/2° MIN.
CONCRETE Pc = 3000 PSI MIN.
C -90 HOLLOW /FILLED BLOCK Ym = 2000 P51 MIN.
• SEALA?�tFS• ••
�"
• Ali JOIN S :ND:FRAME CONNECTIONS SEALED WITH
SIFIC TEr•ACRIlIC SEALANT.
WEEPHOLtS•
Wi = 1/2° LONG NOTCH AT EACH
• WZ.q 7/8" LOv NIiTCH AT EACH
• • • engrlAIK4IAD VICAR
• • • • COAL
• • • • • FL• PE/A8 38Bg3
• • • e GAN•3S3B
••• • t••
\= J
Z n
0 •
I-0.
X ti
o
0 O
coo
� n
80g
•wR
G. 2:in_
a
0
U
END OF INTERIOR LEG
END OF EXTERIOR LEG
0
n
a
8
8
8
.o
0
8
8
C c 0
FRAME WITH FIN OPTION • • • • • .
(LIMIT DESIGN CAPACITY TO ±61.0 :SF dA)(•) •
•
• •• • -
••• • •
• • • ••
• • • •
••• •
• • •
•
• •••
AU4 2 Z009
• •
S
bJI�
drawing no.
W06 -34
sheet 5 of 8
VENT WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL AND4DRS
SEE ELEV. FDR SPACING
FRAME WITH FIN OPTION
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4" SHIM
MAX.
Ar�C
WOOD : K
WOOD STRUCTUR.
MIAMI -DADE COUNTY
APPRCI CUPPED MULLION
SEE SEPARATE N0A
ITEM
PART g
QTY.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
GIN-36763
1
FRAME HEAD
6063 -T8
-
2
GW- 37731
1
FRAME SILL (4` HIGH)
6063 -16
-
2A
BA -3608
1
FRAME SILL (3" HIGH)
6063 -T6
-
3
GW -31445
2
FRAME JAMB
6083 -T6
-
4
GW -36706
1
MEETING RAIL
6063 -T8
-
5
GW -36685
1
VENT TOP RAIL
6083 -T8
-
8
GW -37730
1
VENT BOTTOM RAIL. (4" 5111.)
6063 -T6
-
6A
GW -37559
1
VENT BOTTOM RAIL (3" SILL)
8083 -T6
-
7
GW -31134
2
VENT JAMB STILE
6063 -T6
-
8
GW -31470
2
VENT STOP
6063 -T5
-
9
19 -58
4/VENT
GLAZING BEAD ANGLE
6063 -T5
-
9A
TM -123
4/VENT
GLAZING BEAD
6063 -T5
-
9B
TM -170
4/VENT
GLAZING BEAD
6063 -T6
-
9C
TM -181
4/VENT
GLAZING BEAD (INSUL. LAM. GLASS)
6083 -T6
-
10
18 8 1/2"
12 /VENT
GLAZING ANGLE SCREWS
STEEL
PH SIPS
11
4037
(1) STRIP
104 SEAL WEATHERSTRIP
-
MTG.RNL /FRAME 511
12
2240
(1) STRIP
FIN SEAL WEATHERSTRIP
-
VENT TOP
13
3722
(2) STRIP
FIN SEAL. WEATHERSTRIP
-
VENT JAMB STILES
14
-
2
1 1/2 °47/8 °43/4' FINSEAL PAD
-
FRAME SILL CORNERS
15
-
2/VENT
LATCH LOCK AT 5" FROM ENDS
CAST
VENT TOP
15A
18
TM -118A
2/VENT
SPRING LOADED EGRESS LOCK
6053 -T6
VENT BOTTOM RAIL
-
4/VENT
VENT GLADE
NYLON
VENT NT. CORNERS
17
-
2/VENT
CALDWELL SPIRAL BALANCES
-
AT FRAME JAMBS
18
WAR -9302
2/VENT
BALANCE COVER
VINYL
FRAME HEAD /JAMBS
19
N69
2/VENT
CALDWELL BALANCE CUP
-
VENT BOTT. CORNERS
20
-
2
812 4 3/4" P.H. SM5
STEEL
(1) AT EACH BALANCE
21
-
8
112 4 1" P.H. SIPS
STEEL
FRAME CORNERS
22
-
8
110 4 1" P.H. WAS
STEEL
VENT CORNERS
23
-
4
18 4 3/4" F.H. SIPS.
STEEL
(2) AT EACH LATCH
24
-
4
18 4 3/8" F.H. SIPS.
STEEL
AT EA. PLASTIC GUIDE
25
-
1
141 3/1843 /441 /8" CHANNEL
STEEL
AT VENT TOP
28
-
2
141 /4 THK.44" LONG BAR
ALUM.
(1)AT EA MTG. RAIL END
27
-
1
1/24141 /241/8" CHARNEL
STEEL
AT MEETING RAIL
28
TM -161
2
FIN TRIPP FOR JAMBS
6063 -T6
-
29
TM -183
1
FIN TRW FOR HEAD
6063 -76
-
30
T41-184
1
FN TRIM FOR SILL
6063 -16
-
31
741-179
1
MTG. RAIL REINFORCING CHANNEL
6083 -75
AT MEETING RAIL
32
'TM -178
1
TOP RAIL REINFORCING CHANNEL
6063 -15
AT VENT TOP
TYPICAL ANCHORS
SEE ELEV. FOR SPAC0 • • • • • •
•
•
•
• • •
• •
• • SIB vi :wIVW the P10166
CoAe
• •
• ••• • •
• • • WAR
• • • • • • P • / 3 3Et883
• • • 538
... • 9•• •
EXTERIOR • • • • • • • ••• •
• • • • • • . •
WINDOW WIDTH WINDOW WIDTH • • . •.• • .G 1 2 2009
• • • • • • . •
•• •• • • . .• ..
Asap:soca 2y
1st . Lt. -...-
rmies
G
5
0
0
0
g
caa
I 1
6Js
I 1
fdrawing no.
[ W06 -34
(sheet 6 of 8
••• •
• • ••• •
••• •
• • ••• •
•
425
.438
{
�9, .500
.062
��
4 u
43`6
P
I
�-
3.042
�.v��
1.550
1.500
osz
r
ofiz
647
2.500
.062
1.000
AL- FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
2.236 S.W. 97 AVE
MIAMI, FLORIDA 333.74
TEL (308) 284 -8100 FAX. (305) 2826978
COMP- ANL \W08
1.000
I
1
E.-I.092-4
3.069
3.719
7 1.406
1.030
26
1.000
F^.250
.125 --1
.622 f^-'
0
MTG. RAIL REINFORCINGS
ALUMINUM
S30
.500
3.166
O FRAME HEAD
F_1.925.1
O FRAME
- I
2.375 -
.04a�.405
-P
�• ,-y
MTG. RAIL REINFORCINGS
STEEL
-
1.000
3.097
O NAIL FIN (HEAD)
JAMB
- 1.zs0
365
.�1 r.
.938
2e
3.340 .1
1.000
-
•,...
.750
750
1.188
2.188
.062 -
1.1�'
h
)
40
.688
.602
1.688
.0.52
.062
2.190
1�" -�
I(SERIES 605 ALUMINUM SINGLE HUNG WOW. (L.M.l.))I
TM WINDOW AND DOOR
601 N.W. 12TH AVE.
POMPANO BEACH, FL. 33069
TEL (954) 781 -4430 FAX. (954) 781 -5078
-
.923
�2
.125
32
REINFORCING
TOP RAIL ALUM
Q FIXED
1.375 -
MEETING
RAIL
O
TOP RAIL REINFORCING
STEEL
O VENT STOP
- 2.500-.1
NAIL FIN (JAMB)
r1.188�
1.324
fR89UCT REVISED ....
�wDp 1h.
Z�
JCS Z0�2.
'183
1375 -
3.199
O .540
.040 .500
- .052
2.250
.082 3.277
1.374 062
1-f-
.923 X1
.999
2.500
1.750
1.214
1.369
( r
4a 1
GLAZING BEADS
O
-,J
d
O SASH
.688
I
d
WIWI
• • • • • ••
• •
• •
• •• • • • ••
• ••• • •
1.000 1.-
SIDE RAIL
® LATCH LOCK
cgcW
.n
c
ii
agga'
E
�.i
0
i410 aX
V
0
5qnd ss
VENT TOP RAIL
30 NAIL FIN (SILL)
2.202
.997 -j
3.245 -
4.312
'
.684
.062 -
I
,
2.202
3.245
•• •4•
.997
it
,684
.062 -
••
1 I •
•
•
2.830
4
•4
••
•
•
•
• •
•
3.927
4.347
.082
3.439
2.939
3.359
.082
3.330
° m
.9 a.
•3.8t2
o o
'
S S
o
° R
,.
<o
u o
!
S
e��
m
c
33
v.
• • •
• •
• • • • •
• • •
• • • •••
• • • • •
• • • • •
•� • ". -
��•
:4 �D v�OM
• FA / 38883
eA.l� 38 •
•
1
AtG 2 2009
• • _
• �•
I
I
_
O
h- 1375 -^I
F�137s�
VENT BOTTOM RAILS O
1�3.14t F- -3.141
•.• •
0 FRAME SILLS Q • •
NOTE ETHER 8RL CAN BE USED • •
41�
� t
drawing no.
W06 -34
Sheet 7 of 8
••• •
• • ••• •
•
(sheet 8 of 8 )
FRAME OP CORNER
FRAME BOTTOM CORNER
VENT TOP CORNER
VENT
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
••• •••
BOTTOM iCORNeR
• • •
•• ••
• •
• •••
• • •
• •
A
• • • • • FIR PLO # 38883
• • • i eAN• 3538
••• • •• •
®9UCrREA
M,'... �m.otds
filisidou Date
••• • • • • • ••
• • • • • •
• • • ••• •
• • • • • • •
• •• • • •
••• • • • •••
• l•G 1 2 1009
• •
z
P
aE
0 a
CC GF
h
xI•0
a�
a 612 w
DIES 605 ALUMINUM SINGLE HUNG WOW. (L.A.I.)
coo"
o: s
O rr,,'.
0
•
�N 0
Q m
O
�z� nee 0
c
m
v
0
c
0r
O
4
•C
a
drawing no.
WO6 -34
•
TY:
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
ScorE:
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 —Dacd' Cdinty Product
Control Section (In Miami—Dade County) and/or the AHJ (in areas other thar►Mieani Dade'County) reserve
the right to have this product or material tested for quality assurance purpo •;f this prods c; or tratej tat
fails to perform in the accepted manner, the manufacturer will incur the expenae.Of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or rnatesial xh
withiaeia• jurisaicii
BORA reserves the right to revoke this acceptance, if it is determined by•Miami —Dade County AartdR
Control Section that this product or material fails to meet the requirements oftl'1npplicabJe 1 ding cede?
This product is approved as described herein, and has been designed to compl i'vit'ifh the FI&ida'Buildffi :'
ludin : the Hi • h V - • '
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
www.miamidade.siov/buldin
DESCRIPTION: Series "338" Aluminum Fixed Window — L.M.
• • • •
•
• .• • • •
•
APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminuri FixeSAhiraa`low •
(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 -1 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 20 -94.
Along with marked -up drawings and•installation diagraitnsst'Series klumrnum
Fixed Window, prepared by Fenestration Testing Laborat 1 Jnc., Tes'tTeporrlyp;.
FTL-5276, dated 07/06/07, signed and sealed by Carlos•S! tkionda, P. C. • •
(Submitted under previous NOA No. 07- 1120.10) •••••• I. •. •. • •
2. Test reports on 1) Air Infiltration Test, per SFBC, PA 20./ • • • • • • •
2) Uniform Static Air Pressure Test, Loaditg,per S1#WW, pA 2Q2••••
3) Water Resistance Test, per SFBC, PA 20;.: • •
•
4) Large Missile Impact Test, per SFBC, PA 201 • •
5) Cyclic Wind Pressure Loading, per SPJE", :PA 223 •
Along with marked -up drawings and installation diagram of an alufl'ti'lr1r 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 FTL -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 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 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. foi
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. foi
their "DuPont Butacite'D PVB, Interlayer" dated 12/24/10, expiring on 12/11/11.
3. Notice of Acceptance No. 10- 0331.02 issued to Cytec Industries, Irwin their
"Uvekol S Laminated Glass Interlayer ", dated 05 /05 /lb �o viring 8Pf02 /08 /r4r:.
• •
F. STATEMENTS •
1. Statement letter of conformance, no financial interest anil enrnplian ;e.v 4th the:PM
2007, dated October 28, 2010, signed and sealed by Javad'Aflmad, P. E' • •
2. Name change from T. M. Window & Door, LLC to T. 1V�` jndows,:L t,•°, in
conformance to BCAD guidelines dated 10/28/10 on film • .'
3. Laboratory compliance letter for Test Report No. FTL- 327.6, ZssueglaYgenestration
Testing Laboratories, Inc., dated 07/06/07, signed and saal filliy Cai 1os S. Riofl�da, 2. 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 the
Series "338" Aluminum Fixed Window - L.M.I ", approved on 05/06/09 and expiring o
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
(sheet 1 of 5 )
SERIES 338 ALUMINUM FIXED WINDOW
DESIGN LOAD RATING FOR THESE WINDOWS TO BE 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 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
MOH 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 OARED 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 AND 2326.2.
6' MAX.
FROM ENDS
FALSE MUNTINS
SURFACE APPLIED
OPTIONAL
0
11 / ,I
11 II _ JI 11
II II ~I 11
. 11 II ;I 11
II II 11 11 II I
i II II II II 11 — II �II I,
11 II I II I
;I II 11 ;1 II I
1 II II 1 11 -_------411-_---- -- I _ _ II _ 11 JI - II
---'I - -- II II TI -- -- II ,
,I II II I II I,
,I II II ,I II I,
II II , II 1
-- u -,I _
9 n I, !I
1 1 1 r 1 1 1 1 1
D.L OPG.
tSS
0
WINDOW WIDTH
TYPICAL ELEVATION
•• ••s • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
1
m
••• ••• • ••• •
• • • • • • • :Eg V AF61A0
• • • • • • : • • ; O M
• • • • • • • • •.' A
•PE-110692 PRODUCT,tsBVIS D
• • • • • • • • • :• r ' 1t the FIorlde
A8DCpleecoNo !!' ice,
••• • • • • ••• • •
THESE WINDOWS ARE RATED FOR LARGE St SMALL MI6SILE• IMPACT. •
SHUTTERS ARE NOT REQUIRED. ; • . . • ' . •
• •• •• • • • -- ••
••• • • • ••• • •
0.11
AIM Product CaeUOI
Isk
•
In
0
a
D
a
S
8
0
C
0
LL
.ti
0
x
drawing no.
W03 -52
a
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE "8'
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE '8'
WIDTH
36"
42"
48"
54"
60'
66"
72°
38'
42"
LENGTH
EXT. (+)
INT. 4 -)
EXT. ( +)
INT. 4 -)
WIDTH
LENGTH
EXT. 4 +)
INT. 0D
EXT. 4+)
INT. 00
4s"
54°
60°
66°
38°
42°
48°
54°
36"
42"
48°
53"
38"
42°
48"
36°
48"
80.0
80.0
72.1
72.1
69.1
58.0
XX
80.0
80.0
72.1
72.1
65.1
58.0
XX
80°
73.7
73.7
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
68.6
88.8
80.0
80.0
65.1
60.9
XX
X X
65.1
60.9
X x
80.0
78.5
70.7
80.0
78.5
70.7
19 -1/8"
28 -1/2°
3r
18-1/8"
28 -1/2"
3r
53-1/ "
28"
38 -3/8"
8 -1/8'
267--172 •
37'
53 -1 /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
80.0
80.0
80.0
80.QJ
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
so -s /s°
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
68.3
88.3
80.0
80.0
72°
55.8
53.8
X X
X X
55.8
53.8
X
70.7
80.0
80.0
60.0
70.7
80.0
80.0
80.0
19 -1/8"
26 -1/2"
37'
53 -1/8"
83"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
68.2
68.2
80.0
80.0
X
X
80.0
80.0
xX
X
77°
52.0
49.3
X
Xx
52.0
49.3
X
78.5
80.0
80.0
80.0
78.5
80.0
80.0
80.0
19 -1/8"
26 -1/2"
37°
53 -1/8°
74 -1/4"
80.0
80.0
80.0
80.0
78.6
78.6
80.0
80.0
53.3
53.3
80.0
80.0
Xx
XX
80.0
80.0
xx
64'
47.6
xx
xx
47.8
X
XX
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19 -1/8"
28 -1/2"
37°
53 -1/8°
77"
80.0
80.0
80.0
80.0
76.2
76.2
80.0
80.0
51.2
51.2
80.0
80.0
X X
X X
80.0
80.0
42°
98"
X X
X X
80.0
80.0
X
X
80.0
80.0
36"
102°
X X
80.0
80.0
36"
108°
XX
X
80.0
80.0
3/18° ANN. GLASS
1/2" AIR SPACE
1/8" ANN. GLASS
.090° 1NTERLAYER
BUTACLTE PVB BY 'DUPON °
J
W
MID
MOTH AND LENGTH DIMENSIONS CAN 8E ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS).
NOTE:
EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED
TO QUALIFY FOR SMALL MISSILE IMPACT.
1/8° ANN. GLASS
SILICONE
GE 7700
is
3/16° TEMP. GLASS
1/4" AIR SPACE
3/16° HEAT STREN'D GLASS
.090" INTERLAYER
SENTRYGLAS PLUS 8Y 'DUPONT'
3/18° HEAT STREN'D GLASS
SILICONE
GE 7700
GLASS TYPE 'B'
15/16" NOMINAL INSUL LAM. GLASS
SILICONE
DOW CORNING
995
•
•• •
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
CLASS TYPE 'C'
WIDTH
LENGTH
EXT. 4 +)
INT. 4 -)
38"
75.0
79.0
42"
79.0
75.0
48"
26°
75.0
75.0
54°
48°
75.0
75.0
60"
..'"
75.0
75.0
66°
-3/8.
75.0
79.0
72°
75.0
75.0
38"
75.0
75.0
42"
75.0
75.0
48°
50 -5/8"
75.0
75.0
54"
80°
75.0
75.0
60°
72.0
72.0
s8"
72.0
72.0
72"
72.0
72.0
38"
75.0
75.0
42"
75.0
75.0
48"
72°
75.0
75.0
54°
74 -1/4"
75.0
75.0
60"
72.0
72.0
36°
75.0
75.0
42°
84,
75.0
75.0
48"
75.0
75.0
54"
75.0
75.0
38"
75.0
75.0
42°
96°
75.0
75.0
48"
75.0
75.0
38"
102"
75.0
75.0
42"
75.0
75.0
36'
We
75.0
75.0
42°
75.0
75.0
38°
114"
75.0
75.0
38"
120"
75.0
75.0
38"
126'
75.0
75.0
3/16' HEAT STREN'D CLASS
.120 1NTERZAYER
LAEKOL -U0. RESIN
3/16" HEAT STREW() GLASS
eNtuz
• •
••• •
• •
• ••
to • • ;,
••1 4
• •;i ®JI
•.a.
•
GLAZING OPTION$
•
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'C'
WIDTH
LENGTH
EXT. 4 +)
INT. CX)
19 -1/8°
75.0
75.0
26-1/2"
75.0
75.0
37°
26°
75.0
75.0
53- ;°
:
44
9 -1/
..'"
75,0
2 /2'
-3/8.
>9.0
37"
75.0
75.0
-1
+511
�4 0
- 75.0
6-1/2,
50 -5/8"
75.0
75.0
37°
75.0
75.0
53 -1/8"
75.0
79.0,
19 -1/8°
75.0
75.0
26 -1/2 °°
75.0
75.0
37°
75.0
75.0
53 -1/8"
75.0
75.0
19 -1/8"
79.0
79.0
26 -1/2"
74 -1/4"
75.0
79.0
3r
75.0
75.0
53-1/8°
75.0
79.0
n34"9)
•
. Ava1S moo
•
• Pl?,9' 76994'..
'RODUCT 88VISBD
• complying with Oro Fiorld8
ndtdisg Code
Awep10neoNo
CxpimOon Dam
4 2011
• •
• • •
.. .. . . • . .. AO
• • • • ••• • •
(sheet 2, of 5 )
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'F'
GLASS TYPE 'G'
GLASS TYPE °H'
CLASS TYPE 'J'
WIDTH
LENGTH
EXT. 4 +)
INT. 4 -)
EXT. ( +)
INT. C -)
EXT. (+)
INT. ( -)
EXT. ( +)
INT. ( -)
36'
42'
46'
54'
80"
68°
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
900
111.0
90.0
1400
60.0
80.0
90.0
90.0
90.0
111.0
90.0
1400
80.0
80.0
90.0
90.0
900
111.0
900
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
76.5
78.5
90.0
90.0
90.0
111.0
90.0
135.0
36°
42°
48'
54"
80"
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
1400
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
800
124.4
64.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
84.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
64.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
36"
42"
48"
54°
60°
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
78.5
76.5
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
64.0
64.0
72.0
72.0
72.0
88.8
72.0
112.0
38"
42"
48°
54"
84"
80.0
80.0
90.0
90.0
90.0
111.0
90.0
140.0
69.8
69.8
90.0
90.0
90.0
111.0
90.0
137.1
65.4
65.4
90.0
90.0
90.0
111.0
90.0
126.0
64.1
64.1
80.0
80.0
80.0
98.7
80.0
117.9
30"
42"
48°
96°
75.9
75.9
90.0
90.0
90.0
111.0
90.0
140.0
64.3
84.3
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°
42'
102"
73.9
73.9
90.0
90.0
90.0
111.0
90.0
140.0
64.5
64.5
90.0
90.0
90.0
111.0
90.0
137.1
38°
42°
108 °
74.1
74.1
90.0
90.0
90.0
111.0
90.0
140.0
61.3
61.3
90.0
90.0
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
900
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° 1NTERLAYER
BUTACRE PVB BY 'DUPONT'
3/18° ANN. GLASS
3/16" HEAT STREN'D GLASS
DESIGN LOAD CAPACITY - PSF
WINDOW .DIMS.
GLASS TYPE '0"
GLASS TYPE '0'
GLASS TYPE 'H'
GLASS TYPE 'J'
WIDTH
LENGTH
EXT. 4 +)
INT. (X)
EXT. 4 +)
INT. (X)
EXT. CO
INT. OD
EXT. (+)
INT. co
19 -1/8"
28 -1/2°
37°
53 -1/8"
28°
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
19 -1/8"
26 -1/2°
53 -1/8"
"
38-3/8"
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
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"
26- 1/2'
37°
53-1/8'
50 -5/8°
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
75.9
75.9
85.3
85.3
85.3
109.2
85.3
132.7
19 -1/8°
26 -1/2°
37°
53 -1/8"
63"
80.0
80.0
90.0
90.0
90.0
111.0
90.0
(40.0
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
72.3
72.3
81.3
81.3
81.3
100.3
81.3
126.9
19 -1/8"
26 -1/2"
37"
53 -1/8°
74 -1/4"
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
71.4
71.4
81.3
81.3
81.3
100.3
81.3
128.5
090" INTERLAYER
BUTACITE PVB BY 'DUPONT'
3/16" HEAT STREN'D GLASS
SILICONE SILICONE
TREMCO SPECTRUM 2 TREMCO SPECTRUM 2
GE 7700 GE 7700
GLASS TYPE T.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS).
3/16' HEAT STREN'D GLASS 3/16" TEMP. GLASS
.090" INTERLAYER .090° INTERLAYER
SENTRYGLAS PLUS BY 'DUPONT' SENTRYGIAS PLUS BY 'DUPONT' N'D GL
3/16° HEAT STREW() GLASS 3/16" TEMP. ASS
L
.4
ii
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
SOJCONE
TREMCO SPE
GE 7700
•
•• •
CTRULI • • • • • e • 'R EMCG SPEjTQUM
▪ •
•••
•
• n.I� • • : 9(: OAVAO AH °r'$ODUCf RBVISSD
•
dS�'t
• • �,t1r - • • • •CAN. 338 s co19(n8 W66 Wo PlmiBa
Weis Code
• •
GLASS TYPE 'G' GLASS TYPE 'a'
GLAZING OPTIONS
•.• • GL�SSrTIt • •
• • • ••• • •
• • • •
• 042.011 `
•
•
•' 0• •• • • • •• i•
••• • • • ••• • •
:13
[up
c
0
0
ii
a
8
c
•
0
4
drawing no
W03 -52
(sheet 3 of 5
•
•
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING. STRUCTURE.
•
e A
o
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•• •••
a •
• •
• ••
• •
•• •••
-------------
1IML4 I —GAGE COUNTY APPROVED i1
I I RA�� ANCHORS
I SEE SEPARATE
II Ii
IL__Ti
ii J(
i` riI
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 / " OIA. TAPCON BY 'ITN (Fu.120 K5I. Fy•92 Kw)
1/4° DIA. ULTRACON BY 'ELCO' (Fu.177 K9, Fy =155 KB)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO W000
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
8,14 SINS OR SELF GRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. 1 /8°)
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)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -3/8° MIN.
INTO WOOD STRUCTURE • 1° MIN.
INTO METAL STRUCTURE 3/4" MIN.
CONCRETE AT HEAD. SILL OR JAMBS 1'e 3000 PSI MIN.
C -90 HOLLOW /FILLED BLOCK AT JAMBS t'm - 2000 PS1 MIN.
• • • • • ••
• • • • • • •
• • i,StAIaitr{
• • ired e catmll S ^•PLED WITH ACRYUC SEALANT.
• •
• •
••• ••• •
• • • •
• • •
• • • ••
•• •• •
• • •••
•••
•
•
•
•
•••
• •
• •
• •
• • •
••
• •
•••
•
•
• • •
• • •
■••
• • •••
• • •
••• •
• • 0
• • •
• •••
•
JAVaa r
• .• • CNIL
• FTO Vil692 1 i;ODUCT REVISED • • cimplylog aUh the Piorld•
•
•
•
••
•
u
1
0
Ti
u�
0.
8
8
0
C
•
0
x
a
7
,3 1
21014" drawing no.
W03 -52
1
(sheet 4 of 5 )
(sheet 5 of 5 )
3.375
Q WINDOW FRAME
@ GLAZING STOP TUBE
1.078
GLAZING BEAD (LAM. GLASS)
O
GLAZING BEAD (INSUL. LAM. GLASS)
ITEM
PART B
QUANTITY
DESCRIPTION
MATERIAI.
MANE. /SUPPLIER /REMAl288.
1
GW- 35277 -A
4
'WPIDOW FRAME
8083 -T6
-
2
1298
AS REOD.
GLAZING STOP TUBE
6083 45
-
6
#10 X 1"
-
FRAME ASSEMBLY SCREWS
-
P.N. SAS
8
TM -174
AS REOD.
GLAZING BEAD (LAM. GLASS)
6083 -18
-
9
-
AS REOD.
GLAZING BEAD (INSUL LAM. GLASS)
6083 -T8
-
MIAL9 -DADS COUNTY
SEE SEPARATE NOA
APPR,O MULLION -\\L
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4• MAX.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BU
WOOD STRUCTURE
EXTERIOR
°
TYP. CORNER DETAIL,
1/4° MAX.
SHIM
METAL
STRUCTURE
• • • • • • ••
• °• • • • • •
o•
1 • • ••
• 9IJCRQi • •• • •
.•♦ • • • ••
9• P ••• •
• 4. • •
• • •
a• • • •
• • • •
••• • •••
••• • • • • ••• •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
• 41 MAO' aH`AaAD .
•; • FE, ji MIL PRODUCE REVISED
zalt .I793w1 • comply* Warta Florida
• • Radios C•W
4coeptwwu No
SzAimtionDam Il=7�'
4644 .v �.
adsPioduct
4��
Miami
•
•
z
G�
g
1
8
3
e
0
9,
E
2
m
B
6
•
s;
4
k
s
drawing no.
W03 -52