WS-08-683Inspection Worksheet;
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP -99785
Inspection Date: October 08, 2009
Inspector: Bruhn, Norman
Owner: SOUTHERLAND, CHARLES
Job Address: 750 NE 101 Street
Miami Shores, FL
Project: <NONE>
Contractor: OASIS BUILDERS LLC
Permit Number: WS -4 -08 -683
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
I `
Phone Number
Parcel Number 1132060172190
Phone: (561)733 -3756
Building Department Comments
INSTALL IMPACT WIDOWS AND DOORS 26 OPENINGS
Passed G%yg
''ll /E
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION F9R INSP - 85379. CREATED AS
REINSPECTION FOR INSP -81600 1) stucco is not allowed to be used on
the space between the frame and the structure. You shall use high strenght
cement.
2) make sure all windows in the first floor have all the permanent strickers.
5/27/08 CG
PLEASE LATE AFTERNOON
Same comments as previous ins
NB
tion.
October 08, 2009
For Inspections please call: (305)762 -4949
Page 1 of 1
CA G. FO ES, P.E.
CONSULTING ENGINEER
1520 NW 107 DRIVE
CORAL SPRINGS, FLORIDA 33071
TELEPHONE: 954- 682 -6651
FAX: 954- 903 -4284
Email: carlforbes @bellsouth.net
State of Florida License # PE 20699
Date: 09/28/2009
• .
TO: City of Miami Shores • • • • • • ••••
•
•
•••• ....
RE: STREET ADDRESS: 750 NE 101 Street, Miami Shores, Florida ••••• • • • • • • • • . • •
•
Building Department
PERMIT # WS -4 -08 -683
• •
.
. •
• • • •
•• •• ••
.
•
• •. •
This is to clarify the space between the window frame and the structure was .11ed.with ltig„ • •
• strength cement in lieu of drywall. The space in question was inside the house.dLot oxts,,1.e� • •
•••
•
The type of cement used was high strength Type S Mortar /Mix which exceeds ASTM Specs C
387 and C 270 for Type S Mortar.
I have attached a copy of the Hi Strength Mortar/ Stucco product data sheet.
If additional information is required, please do not hesitate to call me.
Carl G. . es
PE 20699
"406 /0-A97
Type -S Mortar Stucco Mix : Mortar & Masonry : Products : Sakrete.com
Page 1 of 2
Type -S .or ar Stucco Mix
A high strength mortar/ stu
>F td e.
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co mix for the laying of brick. block and stone in Load- bearing walls and construction below
• Contractor tirade mortar mix.
• Smooth. buttery blend thr laying brick, block and stone in load- hearing walls above and below grade level.
• Can be used as a stucco scratch and brown coat.
• Exceeds AST 'l Specs C 387 and C. 270 for type S mortars.
• Available in white and other colors in some regions.
• Just add water.
Availability of products may vary by region.
Units /Pallet Size
42 80 lb -Tan
42 80 lb -Gray
56 60 lb-Gray
80 40 lb -White
80 40 lb-Gray
Down loads
l)atasheet MSl)S
Related Projects
Product #
13680
13080
13160
13940
13240
UPC #
7- 64661- 13680 -4
7- 64661- 13080 -2
7- 64661- 13160 -1.
7- 64661 - 13940 -9
7- 64661- 13240 -0
http: / /www.sakrete.com/ PRODUCTS / PRODUCT .ASPX ?ID= TYPESMORTARSTU CCO... 9/8/2009
• •
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•
•
•
• •
• •
Type S Masonry Cement : Mortar & Masonry : Products : Sakrete.com
Page 1 of 1
Type S Masonry Cement
A high strenth masonry cement for use in custom mortars.
• Pre-blended for consistent quality.
o 1.1se in high strength custom mortar mixes.
• Exceeds A STM Specs C 387 and C 270 for Type S Mortar.
Availability of products may vary by region.
Units/Pallet
42
Downloads
Datasheet MSDS
• •
• • •
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•
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Size Product # UPC #
78 lb 900256 0-88946-00257-9
••• •
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••••
http://www.sakrete.com/products/product.aspx?ID=TypeSMasonryCement 9/8/2009
two-'
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
BUILDING
PERMIT APPLICATION
FBC 20
Permit No. -q -o - (o 05
30 Mister Permit No.
Permit Type: BUILDING ROOFING. /�
Owner's Name (Fee Simple Titleholder) -GO , l�' Phone # `c7�J��, 12.5- 4ticTt
Owner's Address 1 c , St'
City_ (l F State ft.
Tenant/Lessee Name Phone # 3 313 3
Email
Zip
Job Address (where the work is being done)
Zip 3'313e
City Miami Shores Village
County Miami -Dade
FOLIO / PARCEL # I152 O -TV
Is Building Historically Designated YES
Contractor's Company Name
SI s
Contractor's Address \ ,t 1\1-1A) • 1
City
G; . &1 a
C'Cl l
NO Flood Zone
Qualifier Name
State Certificate or Registration No. 0 1C
'Contact Phone
Architect/Engineer's Name (if applicable)
State
1g i n..
Zip
(.11)1)-75 "`3-16‘42
Sit
Phone# (ON) 1V3-' 3iSlo
Certificate of Competency No.
E-mail oasis told .6C.9 (1 0
Phone #
Value of Work For this Permit $(43V3:118
Square / Linear Footage Of Work:
Type of Work: ❑Addition ['Alteration ❑New
Describe Work: \ f kondows J 0 CFOS
❑ Repair/Replace ❑ Demolition
Notary $
Scanning $ Radon $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
pyirecFe
Fee $ 210 01 Permit Fee $ CCF $ CO /CC $
Training/Education Fee $
DPBR $
Technology Fee $
Bond $
See Reverse side -+
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
.,f w 6 .A 5 Vt. 3S
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 issu /n the � e of such posted notice, the
inspection will not be appd and a reinspection fee will be charged..
Signature
O eror Agent
The foregoing instrument was acknowledged before me this
day of - , 20QA, by
who is
to me or who has produced
As identification and who ` 0 p an oath.
se.� . 60 20 0`° °° I°
'
..r .► . _ =
t - 0795 a
• i ei,. • „touch Ages e �• 4i ®ate
O ,.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
The foregoing instrument was ac ow
day of r: Oat, b
who - -to me oi+ "who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
%%0011111111,
•• •.- _ '4
My Commission Expires: : m Qp• 5095
i :tea # %
i DI sough 11 t •
/61:7°7 Plans Examiner Zoning
Engineer Clerk checked
(Revised 07 /10 /07)(Revised 06/10/2009)
CARL a. FO ES, P.R.
CONSULTING ENGINEER
1520 NW 107 DRIVE
CORAL SPRINGS, FLORIDA 33071
TELEPHONE: 954- 682 -6651
FAX: 954- 903 -4284
Email: carlforbes @bellsouth.net
State of Florida License # PE 20699
Date: 09/28/2009
TO: City of Miami Shores
Building Department
RE: STREET ADDRESS: 750 NE 101 Street, Miami Shores, Florida
PERMIT # WS -4 -08 -683
This is to clarify the space between the window frame and the structure was filled with high
strength cement in lieu of drywall. The space in question was inside the house and not outside.
The type of cement used was high strength Type S Mortar /Mix which exceeds ASTM Specs C
387 and C 270 for Type S Mortar.
I have attached a copy of the Hi Strength Mortar/ Stucco product data sheet.
If additional information is required, please do not hesitate to call me.
Carl G. Forges
PE 20699
Type-S Mortar Stucco Mix : Mortar & Masonry : Products : Sakrete.com
Page 1 of 2
� Stucco ,
Type-S ��^.�lx
A hid strength mortar/ stucco mix for the laying of brick, block and stone in load-bearing walls and construction below
grade.
m Contractor grade mortar mix.
�
Smooth, buttery blend for laying brick, block and stone in load-bearing walls above and below grade level.
w Can be used as a stucco scratch and brown coat.
m Exceeds ASTM Specs C307uodC270 for type Omortars.
O Availabte in white and other colors in some regions.
o Just add water.
Availability ofproducts may vary by region.
Units/Pallet Size Product # UPC #
42 80 1b-Tan 13680 7-64661'13600-4
42 80 lb-Gray 13080 7-64661-13080-2
56 60 lb-Gray 13160 7-64661'13160-1
80 40|b-White 13940 7-64661-13940'9
80 40 lb-Gray 13240 7-64061-13240-0
Downloads
Datasheet MSDS
Related Projects
http://www.sakrete.com/PRODUCTS/PRODUCT.ASPX?1D—TYPESMORTARSTUCCO... 9/8/2009
:Type S Masonry Cement : Mortar & Masonry : Products : Sakrete.com
Page 1 of 1
-- •
Type S Masonry Cement
A high strength masonry cement for use in custom mortars.
O Pre-blended for consistent quality.
o Use in high strength custom mortar mixes.
o Exceeds ASTM Specs C 387 and C 270 for Type S Mortar.
Availability of products may vary by region.
Units/Pallet
42
Down loads
Datasheet MSDS
Size Product #
78 lb 900256
UPC #
0-88946-00257-9
http://www.sakrete.com/products/product.aspx?ID—TypeSMasonryCement
9/8/2009
'i A S2
Rick.
BUILDING
PERMIT APPLICATIO
FBC 2004
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit Type (circle)
Permit No. NCI" 03
1
Master Permit No.
_bing Mechanical Roofing
Owner's Name (Fee Sim le Titleholder) l i1��� l' �. Phone #
Owner's Address 7S
City Yidr\ moye S State c2..
Tenant/Lessee Name
Zip 33135
Phone #
Job Address (where the work is being done) '1ST I V ` , J O I S'C
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES
Contractor's Company Name () S, Ice J/S
Contractor's Address 111 1
City
Qualifier Name IL I& P l g\ fJj t
State Certificate or Registration No. C '1' -15) (q (to
P)ea i 1 State
Phone #
Architect/Engineer's Name (if applicable)
Zip
Phone #
Certificate of Competency No.
Phone #
Value of Work For this Permit $ I1 0(
Type of Work: DAddition
Describe Work: 111 I
P14-1.
l7
Square / Linear Footage Of Work:
DNew
Repair/Replace ❑ Demolition
* * ******* * * * * ******** * **** * *** * ** * *, Fees*m************ * * * * * * * * * * * * * ** **** * * *** * *****
Submittal Fee $ Permit Fee $ ..-70 V 6'~ ' CCF $ )0 ' �O CO /CC
Notary $ ®T Training/Education Fee $ 3' 40 Technology Fee $ 0 1
Scanning $ 1 2..00 Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ '507, •
See Reverse side -+
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
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person at
p whose property is subject to attachment. Also, a certified copy f the recorded notice of commencement must be posted at the job site pn
u for the first inspection which occurs s en (7) days after the +uilding permit is issued In the absence of such posted notice, the cite
f inspection wig t be approved cti n feet it
T
d
Owner or Agent
The foregoing instrument was acknowledged before me this / 4
day of 2r / Z 2061, by C 40044
who i
nally kno
ed i 47e
to me or who has produced
As identification and who did take an oath.
_NOTARY PUBLIC:
N
Sign:
�v noRIDA
NOTARY F i, PYettl
S Print: ..,,�'n, ,., /tictle6.e. „ 486926
p My Commission Expires: `l,ni f„ Comtes: t , (T 71,7010
•O DES: , Lac, LJ•, .:w.
BONDED
Signature
ontractor
The foregoing instrument was acknowledged before me this /P
day of .0-7t , 20'5, by /QS / e:
who is sonally know me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission
NOT4R°' MT:LTC-7.'7 07 171.^7.7)A
�bRiche'.be Fretii
• (
a Comruission # DD586926
* „.•4"*Ittreda. ittesim9i10,2Q1Q**1—
NNW tkiN AMMO Bomme Wei
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
(Revised 02/08/06)
8*
111111111111111111111111 1111.
'
si NOTICE OF COMMENCEMENT C FN 2oo3Rs :315765
COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIORP 8k 263331 P9 3310J'r (19
RECORDED 04117/2008 11 1 :28 :17
HARVEY 2!3 6072(9/ MIAMI-DADEOUNTYr FLORIDA
ICRT
�uol 3 LAST PAGE
NO. WS O$ Ion
STATE OF FLORIDA:
COUNTY OF M1AMI -DADE:
THE UNDERSIGNED hereby gives r• ° (cm a improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provides( in this Notice of Commencement.
1. Legal description of property andt / address:
L &if 1- 2 )14A l ®p
2. Description of improvement:
3. Owner(s) name and address:
,�i 1
7 r ,t /ei " f7 ,
Interest in property: / r/i/e ,, et 37 /'3 J '
Name and address of fee simple titleholder.
4. Contractor's name and address: WINDOWS A DOORS
1171 N.W. 10TH CT.
6. Surety: (Payment bond required by owner from contractor, if any)BOYNTON BEACH, FL 33426
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.
Name and Address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date of this Notice of COMMeItc130100bAtttlteXP4tion
different date is Specked) I HEREBY CERTIFY that this is a tru
am.%
Si nature of s er
Print Owner's Name
In
e is 1 year fr
the
SS my hand and
rIARVEY RU IN, CL 's
D 20 0
eat.
n. C. n
Swom to and subscribed before me this / if day of
Notary Public:
Print ;g � is Name:
My cc ion expires:
Courts
D.C.
epared b
da e of recording unless a
�vo uNPy
Vint
kOt
y �amisnows 3$131c
20 e�
tat 011 ?YA• W:, A
68-21117611
9 t Mr
V▪ in} Oo oisstA GD V 9,1.620010
Iwo zolic,Bnouio c., mc.
�orm�
A161,74-
x ,ite
Miami Shores Village
Building Department
101111 14.eItitl -Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No.
Job Name
Date
BUILDING CRITIQUE SHEET
SU•
2°4_4"
?1e Oorsai/z9
440
Aj0
I,
eeei...Q2 stir
OS- ff3
&Lfr -ic4
chOg_. go. oz- loghc
f s ioaai lie
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tohex.e is be Use
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Reviewer:
Claudio Grande C.B.O
305- 795 -2204 Ext 1430
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WSoB-841
FACSIMILE COVER SHEET
I
ASIS BUILDERS WINDOWS & DOORS
1171 NW 1O TIII CT
BOYNTON BEACH, FL 33426
(561)733- 3756/FAX (561)733 -1652
TO: CLAUDIO GRANDE/MIAMI SHORES FAX #: 305- 756 -8972
FROM RICK PH #:
SUBJECT: PERMIT # 08 -683 CORRECTIONS
TOTAL # OF PAGES INCLUDING COVER: 15
DATE: 4/28/2008
COMMENTS: PER YOUR REQUEST, PLEASE FIND ALL
DOCUMENTS NEEDED FOR CORRECTIONS.
THANKS,
RICK
IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL BACK AS SOON
AS POSSIBLE AT 800- 733 -5010
U4:/ i0/ GU40 LU s i.s 1'00 .1. vv
X ;/L
Miami Shores Village
Building Department
I00 50 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.89 72
Permit Ncr.--
Job Name .ot: r
Date
BUILDING CRITIQUE SHEET
64.) 'a , c�ex�•z. /o. 62- 10/40
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Reviewer;
Claudio Grande C.B.0
305 -795 -2204 t xt 1430
OASIS BUILDERS
WINDOW & DOORS
1171 NW 10 COURT
BOYNTON BEACH FL 33426
(561)733- 3756/FAX(561)733 -1652
CGC- 1511962
CLAUDIO GRANDE
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
RE: PERMIT # 08 -683 CORRECTIONS
Claudio,
The following are responses and corrections to your. comments:
COMMENT NUMBERS
1. Attached are the cover sheet, the Evaluation and Iiistallation Instructions
2. Attached is the corrected window comparison chart that shows the window
opening number with the product approval number and you will find the window
opening number location on the floor plan that you already have. There are only
16 windows and 1 door being installed per scope of work already on file.
3. Opening Design Pressure chart attached and it is from TABLE 1609.6.2.1(2) &
1609.6.2.1(4) EXPOSURE C 140 MPH, Florida Building Code Book
4. Some building departments require the Florida Product Approvals so we just
attach them to all of our permits, they can be discarded if you don't need them..
Should you need anything else please feel free to call me.
Thanks,
Rick P. Calpitano
www.OasisBuilders.com
General Contractor
Roofing Contractor
•• •• • • • ••. •.• • •
•
• • • • . • . • • . • . • . .
• • ••• • • •
60946.2.1127 g 1609.42.1(4) EXPOSURE C 140 MPH
•
PERMIT #:
Miami Shores
SUBJECT TOCOM ' -. - f ALL
STATE AND COUNTY RULES AND REGULATIONS
WIND 1. AO P 4S R ::
DESIGNSexpos EIRE C.. .
:
1
TRIIBUTA
OPENING
LOCITIO
N
RUQF H dHT (.1 ; 20, 25,
.....3OFT) •.
SQ. FT.
ZONE
15'Fr
2a FT'
25 FT
( +)47.7
- 51.6
30 FT
( +)49.4
- 53.5
10 -19
4
EXTERIOR{
( +)42.7
- 46.2
( +)45.5
- 49.3
20-49
4
EXTERIOR
( +)40.8
- . .4
( +)43.5
- 47.3
( +)45.5
- 47.3
( +)472
- 51.4
50 -99
4
EXTERIOR
( +)38.2
( -)41.9
( +)40.8 ( +)42.7
(444-L0_46.7
( +)44.2
( -)48.4
100
4
EXTERIOR
( +)36.3
( -)39.9
( +)38.7 ( +)40.5
(442.6 ( -)44.6
( +)42.0
( -)462
TR BuTAR
Y AREA
OPENING
taGNTIO
ROOF HEIGHT 15, 20, 25,
30FT)
SQ. FT.
ZONE
15 FT
20 FT
25 FT
30 FT
10 -19
5
ExTERIOR
( +)42.7
(457.1
( +)45.5
( -)60.9
( +)43.5
(456.8
( +)47.7
( -)63.7
( +)45.5
(459.4
( +)49.4
( -)66.1
(+)47.2
(461.6
20 -49
a
EXTERIOR
_
( +)40.8
(453.2
50 -99
5
EXTERIOR
( +)38.2
048.2
( +)40.8
( -)51.3
( +)42.7
( -)53.7
( +)44.2
100
5
EXTERIOR
( +)36.3
(444.4
( +)38.7
( -)47.3
( +)40.5
(449.6
( +)42.0
( -)51.4
ZONE 5 z 10% OF THE LEAST
DIMENSION OR 40% OF THE
HEIGHT, WHICHEVER IS SMALLER,
LESS THAN 4% OF THE LEAST
DIMENSION OR 3 FEET. ZONE
HORIZONTAL
MEAN ROOF
BUT NOT
HORIZONTAL
4 ALL OTHERS
PERMIT #:
Miami Shores
SUBJECT TOCOM ' -. - f ALL
STATE AND COUNTY RULES AND REGULATIONS
SOUTHERLAND WINDOW & DOOR OPENING INFORMATION
OPENING
LOCATION
NUMBER
(Location)
Corner
Zone or
Interior
WINDOW
OR DOOR
��
GLAZING
TYPE
PRODUCT
ACCEPTANCE
NUMBER
PRODUCT
APPROVAL.
PRESSURE RATING
( +) PSF (-)PSF
REQUIRED OPENING
DESIGN PRESSURE
( +) PSF (-)PSF
MAXIMUM
TESTED
SIZE
ROUGH
OPENING
DIMENSIONS
MULLION
Y OR N
ARE
SHUTTER
REQ Y/N
1
5
W 1 IMPACT
06 -0329.02
90
-90
42.7
-57.1
74 x 63
37 x 38 3/8
N
N
2
5
W , IMPACT
06- 0329.02
90
-90
42.7
57.1
74 x 63
37 x 38 3/8
N
N
3
4
W
IMPACT
06- 0329.02
55
-55
42.7
-46.2
74 x 63
37 x 38 3/8
N
N
4
4
W
IMPACT
06 -0329.02
55
-55
42.7
-46.2
74 x 63
531/8 x 38 3/8
N _
N
5
4
W
IMPACT
06 -0329.02
55
-55
42.7
-46.2
74 x 63
531/8 x 38 3/8
N _
N
6
4
W
IMPACT
06- 0329.02
55
-55
42.7
-46.2
74 x 63
74 x 38 318
N
N
5
4
W
IMPACT
06- 0329.02
55
-55
42.7
-462
74 x 63
74 x 26
N
N
10
4
D
IMPACT
FL 6445.1
80
-90
40.8
-44.4
71 5/8 x 96
71 1/2 x 79 3/4
N
N
11
4
W
IMPACT
06 -0329.02
55
-55
42.7
-46.2
74 x 63
74 x 38 3/8
N
A..
13
4
W
IMPACT
06- 0329.02
90
-90
38.2
-41.9
111 x 63
111 x 63
• N•
• _ry. _ •
16
4
W
IMPACT
06-0614.03
80
80
42.7
-46.2
35 x 72
191/8 x 38 3/8
•..ro •
IN...
• .iI • •
17
4
W
IMPACT
06-0614.03
80
80
42.7
-46.2
35 x 72
191 /8 x 38 3/8
.. •t1c•
18
4
W
IMPACT
06- 0329.02
55
-55
40.8
-44.4
74 x 63
74x63
„, „
N.
20
4
W
IMPACT
06- 0329.02
55
-55
42.7
-46.2
74 x 63
74 x 38 3/8
..Y,
.ly•,
22
4
W
IMPACT
06- 0329.02
55
-55
427
-46.2
74 x 63
74 x 38 3/8
•••Y•'
6.41•••
24 4
W ; IMPACT
06 -0329.02
55
-55
42.7
-46.2
74 x 63
74 x 38 3/8
•. •pl..
•.Iy
26 4
W
IMPACT
06- 0614.03
80
80
42.7
- 46.2
35 x 72
19 1/8 x38 3/
...W.'
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AL - FAROOQ CORPORATION
ENGWWECift , PL N ERS•44PRQDUCT TESTING
• • • • • • • • • •
• • • • • • • • • • •
• • • • • •
PRODUCT APPROVAL EVALUATION
•• • • • •• ••• ••
• •
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•• • • • • • ••• ••
Detailed Product Description :
Manufacturer: TM, W INr)C)W & 1)IR
FL 6445
Dates3/9/2O06
Model Name: SERIES -230 AJ ,
MINL 1,.. WiN ., Ui7UR Wi i5 DF_LITES
Maximum Panel Width: 34 'W
Maximum Sidelite Width: 37 W'
Maximum Frame Height: 96"
Maximum Load: +80.0. -90.0 PSE (Small Mi,:iik Impact)
Reference Drawings # W06 -20
This product complies
with the High Velocity
Hurricane Zone (UVI•IZ)
testing requirements.
The above maximum parameters do not occur simultaneously.
See charts on drawings for combinations of span vs. loads.
Mandatory Tests (Tested in accordance
�'.^V'1�''•i'
1�'..
' : .i
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with AAMAINWWDA 1O1/1TS.2-
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ASTM E2$3 -99
Air Infiltration
Fenestration Testing
06/26/00
,.,:.
FTL -2648
Leakage
Laboratory, Inc.
ASTM E331 -00
Water Penetration
Fenestion Testing
tra
06/26100
-
FTL -264$
OR ASTM 547-00 &
Laboratory, Inc.
TAS 202
ASTM 1330 -02
Uniform Static Air
Fenestration Testing
06/26,00
FTL -2648
& TAS 202
Press.
Laboratory, inc.
AAMA13U15 -76
Forced Entry
Fenestration Testing
06/26/00
FTL: 2+Crt$
& 1 303.5 -76
Laboratory, Inc,
Comparative analysis used
X Yes
No
T
Su f
4letuetttal Tests Tested in accordance with TAS -201 and TAS -203
•
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J 13C )626.3
Small Missile
Fenestration Testing
06/26/00 FTL -264$
(TAS20I &203)
Inip ct & C,ye1i,:
Laboratory, Inc.
!Under the limitations of the attached drawings, to the best of my knowledge and ability, the
above window/door product conforms to the requirements of the 2004 Florida Building Code.
Evaluation Report Engineer:
Dr. Ilumayoun Farooq PE # 16557-
-"""-
AI- Farooq Corporation EB •# 3538
<''' f•4M ,A.
" St7• if•: h'' T` d7"!:'.' G? t, �': titfl;;; ei ci. i; aoF::; 311,�tf• 3leti+`•: eP4'' Evt9+ itefr on'si'!!MN•f'11;3W',<'36F003 EEsoh,aiin >,'•C + :1,.7. •
Florida Building Code Online
BCIS Horn Log Zr htot topics
Page 1 of 4
Submit Surcharge Stets Si Facts Publications FBC Staff BCES Site Map Woks Search
Product Approval
USW Public user
Product Approval Meng) adhuct ar pplicatipri aarch > Appiication_List > AppMIcst:Ion Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address /Phone /EmaII
Authorized Stgnature
Technical Representative
Address /Phone /Emali
Quality Assurance Representative
FL6445
New
2004
Approved
r
T.M. Window and Door, LLC.
601 tow 12 ave
pompano beach, FL 33069
(9S4) 781 -4430 Ext 14
smetzger@tmwindow.com
Humayotin Faroaq
hfarooq@bellsouth.net
••• •
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• • • •
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•
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•
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tp: / /www.floridabuilding.org/pr /pr app_dtl.aspx ?parmn=wGEVXQwt quMVNEJj° lafOhl ials %2b %2AvISDA.MICSfxrijTZo... 4/16/2008
Florida Building Code Online
Address /Phone /Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Page 2 of 4
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
I- Evaluation Report - Hardcopy Received
HUMAYOUN FARO
PE-16557
National Accreditation and Management Institute
Mien A Hamill, PE
r Validation Checklist - Hardcopy Received
• •
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•• ..
• • •
• EL6445 RO COI Series230 LMI -SMI Certi'flcate_ .
Independence.pdf • •
Mated
ASTM E283 -99
ASTM 1=330 -02
ASTM E331 -00
TAS 201 -94, 203 -94
TAS 202 -94
Year
1999
2002
2000
1994
1994
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httpi /www.floridebuilding.orgfpr /pr app dhaspx? paten =w6 VXQwtDquMVNFJj% 2tOhUBJs %2b %2fwISDRMXSfxnjTZo... 4116/2008
Florida Building Code Online
Sections From the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
03/10/2006
03/10/2006
03/14/2006
03/22/2006
Page 3 of 4
••••
Summary of Products • • •
Pt. # Model/ Number or Name
Description '..
6445.1 Series 230 Aluminum Outswing
Door with Sidelites
Small missile Impact resistant alurninuni'o1.lt3king
door with sidelites. • " ". .'
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +80/ -90
Other: See charts on drawing W06 -20 for span vs.
load combinations and installation details.
Installation Instructions ..`
FL6445 RO II Series 230 (SMI1_W06 -20p
Verified By: Humayoun Farooq PE16557
Created by Independent Third Party: • •
Evaluation Reports '••
FL6445 RO AE Series 230 (SMI� PAE.pdf • • • •
Created by Independent Third Party: • •
6445.2
Series 230 Aluminum Outswing
Door with Sidelites
Large missile impact resistant aluminum outswing
door with sideiites.
Limits of Use
Approved for use hi HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +80/ -90
Other: See charts on drawing W06 -19 for span vs.
load combinations and installation details,
Installation Instructions
FL6445 RO II Series 230 (LMIJ W06- 19.pdf
Verified By: Humayoun Farooq PE16557
Created by Independent Third Party:
Evaluation Reports
1 F1.6445 it4 AE Series 230 (LMI) PAE_pdf
Created br Independent Third rty:.
Back
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13ENt.5 -43,&P M. MIT -SWING _DOOR TT SIDE.III S
DOORS/SVELITES GL►2EO WTH LPAUNA=ED GLASS RAM) FOR SMALL
MISSILE IMAM.
FBC APPROVED II:IPACT RESISTANT SHUTTERS ARE REQUHtED
FOR INSTALLATIONS iP to 30 FT. OF RARE.
SHUTTERS NOT READ. FOR INSTALLADO ABOVE 30 F7. OF OR ME.
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REQUIREMESi2S 04. TW FtOWUA smOING DOM 2004 EDITION FOR THE
141211 5,1E10CIWY HUARK WNE ZONE.
WO00 BJc CS EN OTHERS. MUST BE WHORED PROPERLY TO SRAM$ ER
LOADS TO THE SlRS7CTURE.
ANCHORS SitA L BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS
EVEETOJENT TO BASE VAIIEERRW. S104.1 BE SETO1U WNA. BI SSNG OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN 114 1HESE DETAILS
ARE NOT PARS Or T}SS APPRC /AL.
A LOAD DURATi01P INCPEASE 8( ALLOWABLE 1 E5S IS u5E0 N DESIGN Or
w000 ANCHORS Qi+ww.
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SMALL MISSILE IMPACT
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
• •
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.•• •
• • • •
• • • • •
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••• • •
• • •••
• • •
• •
NOTICE OF ACCEPTANCE (NOA)
T. M. Window and Door • • •
•
601 N. W. 12th Ave • •
Pompano Beach, Florida, 33609
••
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•
•
•
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• • •••
•• •• •
• • • • •
• • •
• • •
• • • AtIAMI -DARE COUNTY, FLORIDA
METRO -DADE FLAMER BUILDING
• • ; 140 IAST,V'1 AGLER STREET, SUITE 1603
• • • • • MIAMI, FLORIDA 33130 -1563
• • • • (3)5)0375 -2901 FAX (305) 375 -2908
•
www.buiklingcodeonline.com
• • •• ••• ••
• •
• •
•
•
•
.. • •••••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "515 ". Aluminum Outswing Casement Window -LM Impact
APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement window ", 1 through
5 of 5, prepared by Al- Farooq Corporation, dated 04 -14-06 and last revised on Oct. 12, 2006, signed and sealed by
Dr. Humayoun Farooq, 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 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 Mimi-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 # 01- 1129.03 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
NOA No 06- 0614.03
Expiration Date: May 01, 2008
Approval Date: November 08, 2006
Page 1
T. M. Window and Door
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • • .
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
• •
•••
• •• • • •
•• • • • • •
NOTICE OF ACCEPTANT :' : EVU • • E 4CE SVTliMATED
. . •• • •
E. STATEMENTS (transferred from file # 01- 1129.03)
1. Letter of conformance and "Nafndatlin 3't: dated. 12 -2006 signed &
sealed by Dr. Humayoun Farooq,'.r. • • • • • •
2 Statement letter of compliance :part of test report, iiSQed lay Fenestration Testing
laboratory and American Test Lab of South Florida.
3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing
laboratory, signed by Roberto Robeeo.
F. OTHER
1. This NOA revises NOA # 01- 1129.03, expiring 05 -01 -2008
E -2
Ishatq I. Chanda, P. E.
Product Control Examiner
NOA No 06- 0614.03
Expiration Date: May 01, 2008
Approval Date: November 08, 2006
T. M. Window and Door • • • • • • • • • •
... •. • ••••
NOTICE OF ACCEPTAII'i 2 : EVIDENCE 1 ITTED
• • ••• • •
A. DRAWINGS •• • • • •• ••• ••
1. Manufacturer's die drawings did settib4.:. .
2. Drawing No. W06 -30, titled " one illtauistrituk Case rent window", 1
through 5 of 11, prepared by Al- Farooq Corporation, dated 04 -14 -06 and last
revised on Oct. 12, 2006, signed and sealed by Dr. Humayoun Farooq, P. E.
B. TESTS (transferred from file # 01- 1129.03)
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Small Missile Impact Test per FBC, TAS 201 -94 (Y1L2770)
6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum casement
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ¥I'L -2770
(00122) & FTL- 2587(00006), dated 6/13/01 and 04- 04-00, signed and sealed by Antonio
Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively.
Note: Test report E1'L -2587 has been revised by addendum letter dated 04 -12 -2000,
issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E.
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Large Missile Impact Test per FBC, TAS 201 -94
4) 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.
C. CALCULATIONS
1. Structural performance, comparative analysis and anchor verification, prepared by
A1- Farooq Corporation dated 05- 31 -06, complying w/ FBC 2004, signed and
sealed by Dr. Humayoun Farooq, P. E.
2. Glazing complies w/ ASTME - 1300 -98 & -02
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L.
L. C for "Saf- Glas ", expiring on 12/16/07.
2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam N.G.I dba Nebula Glass
Intl for " Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08.
3. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia
Interlayers ", expiring on 03/04/09. 1 s4 n 1. L v■40.
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No 06- 0614.03
Expiration Date: May 01, 2008
Approval Date: November 08, 2006
E -1
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
37"
WINDOW WIDTH
35'
VENT WIDTH
30'
4" MAX.
HEAD /SILL
CORNERS
THESE WINDOWS ARE RATED FC LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 515 ALUMINUI CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THE E WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE SEMENT WINDOWS,
ALSO COMBINATIONS OF CASMT, *SNIT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF rwo OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED AUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FRO WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGN
REQUIREMENTS OF THE FLORIDA 8
HIGH VELOCITY HURRICANE ZONE (HV
WOOD BUCKS BY OTHERS, MUST
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, 51
EMBEDMENT TO BASE MATERIAL SHAL
ANCHORING OR LOADING cowor
ARE NOT PART OF THIS APPROVA
A LOAD DURATION INCREASE IN AU
ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UMITET
CONTACT WITH OTHER DISSIMILAR M
OF 2004 FLORIDA BLDG. CODE SEC
3 AND TESTED TO COMPLY WITH THE
LDING CODE 2004 EDfITON INCLUDING
!).
ANCHORED PROPERLY TO TRANSFER
CED AS SHOWN ON DETAILS, ANCHORS
BE BEYOND WALL DRESSING OR STUCCO.
)NS NOT SHOWN IN THESE DETAILS
WABLE STRESS IS U5E0 IN DESIGN OF
TO METAL SCREWS, THAT COME INTO
ERMILS MEET THE REQUIREMENTS
35 2003.8.4.
14 3/8'
MAX.
HEAD
5111
SINGLE VENT WDW,
SURFACE APPLIED
FALSE MUNTINS•
OPTIONAL
72 1/4"
WINDOW WIDTH
35°
VENT WIDTH
30"
D.L OPG. WIDTH
-1
/ I I
II
/ I, E
/
/
/
/
fin
35"
VENT WIDTH
30"
D.L. OPG. WIDTH
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5.
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HEAD/5111
CORNERS
WOW. HEIGHT
NO. OF
HINGES
NO. OF
LOCKS
UPTO
AT SASH
AT SASH
■
2
2
72'
3
3
4" MAX.
HEAD /SILL
CORNERS
THESE WINDOWS ARE RATED FC LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 515 ALUMINUI CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THE E WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE SEMENT WINDOWS,
ALSO COMBINATIONS OF CASMT, *SNIT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF rwo OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED AUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FRO WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGN
REQUIREMENTS OF THE FLORIDA 8
HIGH VELOCITY HURRICANE ZONE (HV
WOOD BUCKS BY OTHERS, MUST
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, 51
EMBEDMENT TO BASE MATERIAL SHAL
ANCHORING OR LOADING cowor
ARE NOT PART OF THIS APPROVA
A LOAD DURATION INCREASE IN AU
ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UMITET
CONTACT WITH OTHER DISSIMILAR M
OF 2004 FLORIDA BLDG. CODE SEC
3 AND TESTED TO COMPLY WITH THE
LDING CODE 2004 EDfITON INCLUDING
!).
ANCHORED PROPERLY TO TRANSFER
CED AS SHOWN ON DETAILS, ANCHORS
BE BEYOND WALL DRESSING OR STUCCO.
)NS NOT SHOWN IN THESE DETAILS
WABLE STRESS IS U5E0 IN DESIGN OF
TO METAL SCREWS, THAT COME INTO
ERMILS MEET THE REQUIREMENTS
35 2003.8.4.
14 3/8'
MAX.
HEAD
5111
SINGLE VENT WDW,
SURFACE APPLIED
FALSE MUNTINS•
OPTIONAL
72 1/4"
WINDOW WIDTH
35°
VENT WIDTH
30"
D.L OPG. WIDTH
-1
/ I I
II
/ I, E
/
/
/
/
fin
35"
VENT WIDTH
30"
D.L. OPG. WIDTH
0
5.
4' MAX.
HEAD/5111
CORNERS
WOW. HEIGHT
NO. OF
HINGES
NO. OF
LOCKS
UPTO
AT SASH
AT SASH
38 -3/8
2
2
72'
3
3
D.LD.L OPENINGS
DLO HT.® WDW. HT - 7.5'
DLO W. (SINGLE VENT) ® WDW. W - 7'
DLO W. (DUAL VENT) a WDW. W/2 - 6.125'
14 3/8"
MAX.
HEAD
SILL
•1 •
• • •
•• •
•
DUAL VENT WD4,• • • • •
• •
•• ••
•••
•
•
••••
•
••• I
••II
0 • Ft whip
=74: • •
• • C1., «1 •
•
•• •
LAMINATED GLASS
LARGE MISSILE IMPACT
Env: DR. HUM/NOUN FAR000
PIA.. PE if 16557
C.A.N.
:rw
8
8
•
•
•
•
c $
M••
•
•
••
•
•• •
• •
•� I •
•
•I • I•
•1. 0
.I.�.
1
drawing no.
WO6 -30
sheet la 5
••
•
•
••
•
••
•
DESIGN LOAD CAPACITY -
PSF FOE X) SIZES
TYPE GId88
'C' '8'
1NT.( -: EXT.( +)
62.0 80.0
62.0 80.0
62.0 80.0
52.0 80.0
62.0 80.0
62.0 80.0
82.0 80.0
62.0 60.0
62.0 80.0
62.0 80.0
62.0 80.0
620 80.0
62.0 80.0
62.0 80.0
62.0 80.0
820 80.0
62.0 80.0
82.0 80.0
62.0 80.0
620 80.0
820 80.0
62.0 80.0
62.0 80.0
62.0 80.0
820 80.0
62.0 80.0
62.0 80.0
62.0 80.0
620 80.0
62.0 80.0
62.0 80.0
62.0 80.0
62.0 80.0
82.0 80.0
620 80.0
62.0 80.0
62.0 80.0
820 80.0
62.0 80.0
52.0 80.0
WINDOW DIMS.
GLASS
'A' &
WIDTH
HEIGHT
EM,( +)
19 -1/8"
26 -1/2'
37"
(2)
62.0
62.0
62.0
19 -1/8'
26 -1/2'
37"
38 -3/6"
(3)
62.0
62.0
82.0
19 -1/8'
25 -1/2"
37'
50 -5/8'
(4)
520
62.0
82.0
19 -1/8"
26 -1/2'
37'
63
(5)
62.0
82.0
82.0
19 -1/8"
26 -1/2'
74 -1/4"
(8)
62.0
52.0
30"
74- 1/4°(8)
82.0
18'
24"
30"
36"
24°
(2)
62.0
62.0
62.0
82.0
18'
24"
30"
38'
36"
(3)
52.0
62.0
62.0
82.0
18"
24'
30°
38°
48"
(4)
82.0
820
82.0
820
18'
24'
30"
36'
60"
(5)
62.0
62.0
62.0
820
18'
24'
30"
36"
63'
(5)
62.0
62.0
62.0
820
18"
24'
30"
36'
72"
(6)
62.0
62.0
62.0
62.0
37"
72" (6)
52.0
TYPE
& '0'
1NT.( -)
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
80.0
80.0
50.0
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
80.0
80.0
80.0
80.0
80.0
80.0
80.0
( ) e NO. OF ANCHORS 'ER JAMS
DESIGN LOAD CAPACITY - PSF FOR ( Mt ) SIZES
GLASS TYPE
GLASS TYPE
WINDOW DINS.
'A' & 'C'
'8' & '0'
WIDTH
HEIGHT
EXT.(+)
1NT.( -)
E7(T.( +)
1NT.( -)
26 -1/2'
62.0
62.0
80.0
80.0
37'
28•
82.0
62.0
80.0
80.0
53 -1/8'
(2)
62.0
62.0
80.0
80.0
74'
62.0
62.0
80.0
80.0
26 -1/2"
62.0
82.0
80.0
80.0
37"
36 -3j8"
62.0
62.0
80.0
80.0
53 -1/8"
(3)
. 62.0
82.0
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"
so-VW
62.0
62.0
80.0
80.0
53 -1/8"
(4)
62.0
82.0
80.0
80.0
74"
62.0
82.0
80.0
80.0
28 -1/2"
62.0
62.0
80.0
80.0
37'
63•
82.0
62.0
80.0
80.0
53 -1/8'
(5)
82.0
82.0
67.9
87.9
74"
48.8
48.8
48.8
48.8
28 -1/2'
62.0
62.0
80.0
80.0
37"
72"
62.0
62.0
85.4
85.4
53 -1/8"
(6)
45.5
45.5
45.5
45.5
74"
32.7
327
32.7
32.7
24"
82.0
62.0
80.0
80.0
38"
24"
82.0
82.0
80.0
80.0
48'
(2)
62.0
620
80.0
80.0
60"
62.0
620
80.0
80.0
72"
82.0
62.0
80.0
80.0
24"
62.0
82.0
50.0
80.0
38'
36"
62.0
82.0
80.0
80.0
48'
(3)
62.0
82.0
80.0
80.0
80'
62.0
62.0
80.0
80.0
72'
62.0
820
80.0
80.0
24'
62.0
82.0
80.0
80.0
36"
48'
62.0
820
80.0
80.0
48'
(4)
62.0
82.0
80.0
80.0
80"
62.0
62.0
80.0
80.0
72"
62.0
62.0
80.0
80.0
24"
62.0
820
80.0
80.0
38"
60"
62.0
82.0
80.0
80.0
48"
(5)
62.0
52.0
80.0
80.0
80°
62.0
82.0
89.8
89.6
72'
58.0
58.0
58.0
58.0
24"
82.0
62.0
80.0
80.0
36"
63"
62.0
62.0
80.0
80.0
48"
(5)
82.0
62.0
75.2
75.2
60"
60.2
60.2
60.2
80.2
72"
50.1
50.1
50.1
50.1
24"
62.0
62.0
80.0
80.0
38'
72"
62.0
82.0
87.2
87.2
48"
(9)
50.4
50.4
50.4
50.4
80"
40.3
40.3
40.3
40.3
72'
33.6
33.6
33.8
33.6
( ) = NO. OF ANCHORS PER JAMS
SIUCONE SILICONE
DOW CORNING 995 0099 CORNING 995
TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500
3/16" ANN. GLASS
060" INTERLAYER
SAFETY PLUS POLYESTER
.010" PET FILM
.060" INTERLAYER
SAFETY PLUS POLYESTER
3/16" ANN. GLASS
.015" URETHANE ADHESIVE
.070" INTERLAYER
'SAF -GUS' POLYCARSONATE
.015" URETHANE ADHESIVE
3/16" ANN. GLASS
SILICONE
DOW CORNING 995 z
TREMCO TREMGLAZE 500 5f
GLASS TYPE 'A'
SILICONE
DOW CORNING 995
TREMCO TREMGLAZE 500
3/16" ANN. GLASS
.120" INTERLAYER
UVEKOL -UO RESIN
3/16" ANN. GLASS
SILICONE
DOW CORNING 995
TREMCO TREMGLAZE 500
GLASS TYPE 'C'
3/16" ANN. GLASS
SIUCONE
DOW CORNING 995
TREMCO TREMGLAZE 500
n
GLASS TYPE 'H'
••••
•
SILICONE • • ••••
DOW CORNING 995
•
TREMCO TREMGLAZE 50(T • • •
• • ••
•
3/16" HEAT S1•REN *D .GLASS • • • •
•
.120" INTERLAYER
UVEKOL-UM • •
• •
3/1 ®4110 STREN'D GLOSS
t7
l
3
O
5
0,
••• 1
Wi1NG 995 • • • •
TREMCO TREMGLAZE 500
• •
�� \0198IIL •
•
•
••••
•
•••4
CT
Case
N• 'Od1!
GLAZING OPTIONS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE BASED ON
A: ASTM E1300 -98 (60 SEC. WIND)
B: ASTM E)300 -02 (3 SEC. GUSTS) WITH REDUCTIONS
FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION
2403.2 OF FBC 2004 EDITION.
GLASS TYPE 'D
Enpr: OR HUM5Y0(W FAR000
STRUCTURES
FLA. PE .N. 3 ( 18551
CA836
•
8
C
Fr)
•
•
••
•
••
•
•
•
S
tll
b
drawing no.
W06 -30
sheet 2 of 5
T
•
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
CD
0
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
VIM
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURE
MIAMI —DADE COUNTY APPROVED
MULLION k MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. 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.
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4" TAPCONE
INTO 2BY WOOD BUCKS OR W000 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
{(14 SMS OR S €LF DRILLING SCREWS
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)
1.12..24SAILSELEJIBLUNIMBEta
INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .125 °)
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1 -1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
SEALANTS;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYLIC SEALANT.
• •
• • •
•• •
•
••••
• •
••••
• •
•• ••
••••
•
••••
•••
•
••••
•
• •
•
•••
•
•
•
• • •
feucrPivts= • • • •
Wm..* tat
•
••
Engl.: OR. HUMAYOUN aAROOQ
STRUCTURES
CAN. M8 MSS
m
z Wi
t If
F
o
ccl
8 U
V
cygr,8
OoFicN
•tyE ex-
1/.0
t 14
ti s
0
•
•
•
8
c
drawing no.
W06 -30
(sheet 3 of 5 )
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /RRMARES
1 0W37528 4 FRAME 8063 -16 -
2 01837526 4 VENT 8063 -16 -
3 0W37524 1 IMPOST 6063 -16 -
4 751145 AS RECD. GLAZING BEAD 6063 -T6 -
5 •10 X 1 -1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS • ST. STEEL PH 5M5
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 *16455610 FINSEAL -
11 01837521 AS 5000, BUTT HINGE INTERIOR (FASTENED W/ (3) ;10 X 3/8" PH SINS) ALUMINUM -
12 01837522 AS RE00. BUTT HINGE EXTERIOR (FASTENED W/ (2) X110 X 3/8" PH 5515) ALUMINUM -
13 23 -55 -32 - ROTO OPERATOR (FASTENED W/ (4)' #10 X 3/8" PH SINS) - TRUTH
14 24 -11 -32 AS REQD. LEVER TYPE CAA1 LOCK (FASTENED W/ (2) X10 X 3/8" PH SINS) - -
15 21089 - 514(0(0 KEEPER (FASTENED W/ (4) #8 X 1/2" TH 5515) - TRUTH
16 30238 - KEEPER - -
1/4' MAX
1/4' SHIM
MIAMI -DADE COUNTY
APPR,D MUWON
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
2BY 18000 BUCK
OR US
WOOD STRUCTU I
161 OR 24Y
W000 BUCKS
D.L. OPG
EXTERIOR
WINDOW WIDTH
••••
•
••••
•••
•
••••
•
•••• • • •
EXTERIOR • • • • •
WINDOW WIDTH WINDOW MDT* • • •
• • •
•• •• •
SINGLE VENT WINDOWS •
• • •
R
ce
OI
S p
M
O 5
•
U
*
3 ((NI •
O 1.
•
060
•
1/4" MAX,
METAL
STRUCTURE
1BY OR 2RY
W000 BUCKS
° TYPICAL ANCHORS
•/-SEE ELEV. FOR SPACING
D.L. OPG. I EXTERIOR
WINDOW WIDTH
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
DUAL VENT WINDOWS
drawing no.
W06 -30
(sheet 4 of 5 )
2.000 --1
.500
8
1.373
1.885 - 6728
.062
V^ -.27;
FRAME
1.889
2.241
800
1.224
.3 ?
6 I
VENT CORNERS
VENT
b �1.162�
.545
i .045 411
.595
O GLAZING BEAD
FRAME CORNERS
• •
• •
••
• • ••
••••
•••
•
.500
•
••••
•••
•
• •••
•
•
••
• ••
••
•
� I 5
MPOST CORNERS
i
•
•• ••�I /- ••
trimmer revamp • •
wM am Am.
Ibilft Cods
laidichwee Dif�03
illaginAke Daft
•
•••
•
••••
•• •
• •
•• •
•
•
•
•
•
9 •
•
2.809 -y
3.127 --q
3.498
1.0
1.375
1.978
2.121
.290
3.000
2.121
2.121
Env DR. HL91A
STRUCTURES
PIA. .9.14. .3.538
3.000
1.978
125
O -- -1.888
CORNER KEY
0 �.
1.000
CORNER KEYS
3.000
.375
drawing no.
W06 -30
(sheet 5 of 5
MIAMI
COUNTY
• •
•• ••
• • •
• •
• •
• •
BUILDING CODE COMPLIANCE OFFICE (IlegOI
PRODUCT CONTROL DIVISION
• • •••
• • •
NOTICE OF ACCEPTANCE (NOA)
T.M. Window & Door Co.
601 N.W. 12th Ave.
Pompano Beach, FL 33069
•. •
•
•
•
•
•. •
• • •
• • • •• ••
• • • • •
••• • •
• • • •
••• •
•••
•
•
•
•
•••
• ••• •
•• • • •
• • • • •
• • • •
• • • •
••• • •
MIAMI-DADE COUNTY, FLORIDA
• METRO -DADE FLAGLER BUILDING
• X40 WEST FLAGLER STREET, SUITE 1603
• • MIAMI, FLORIDA 33130 -1563
• • • (305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
•
•
••
• •• ••• ••
•
• •
• •• •
•
• • • ••• ••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: series "805" Ainminum Horizontal Rolling Window w/ wo Reinforcements - L.M.I.
APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ",
sheets 1 through 6 of 6, dated 12/05 /03 and last revised on 02 -12 -2006, prepared by manufacturer, signed sealed
by Kelvyn Whitfield, 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 # 04-0120.02 and 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 06- 0329.02
Expiration Date: May 13, 2009
Approval Date: July 13, 2006
Page 1
• • ••• • • • ••••
TM Window & Door. Co • • • • • • • • • • •• • • • • •
• • • • • • • • • •
NOTICE OF ACCiPTANiIE E?✓iDEliCilii SUBMITTED
A. DRAWINGS (transferred from file # 04- 0120.01)
1. Manufacturers die dra .iris and s®cti& •' • • • •
2. Drawing No.S805 -LLt titlejl `?Serjes $05 Alijmjn$rnCHorizontal Rolling
Window ", sheets 1 through 6 of (1,•datlxd 12/05103 and last revised on 02 -12 -2006,
prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E
B. TESTS (transferred from file #• 04 -Q 1 y0.m :• :•• • • • •
1. Test reports on 1) Air Inliltr$ttan:'dstlp&r F$C, TAS 202 -94
2) Unifoslr' Sfatk A•ir Piesstae•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 and TAS 202 -94
Along with marked -up drawings and installation diagram of alum horizontal rolling
window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E.
2. Additional 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 aluminum horizontal rolling
window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E.
C CALCULATIONS
1. Anchor verification calculations dated 01 -31 -2006, complying FBC -2004,
prepared, signed and sealed by Kelvyn Whitfield, P.E.
2. Anchor verification calculations and structural analysis dated 12 -31 -03 and last
revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E.
(transferred from file # 04- 0120.01)
D. QUALITY ASSURANCE BY:
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for
"Dupont Butacite PVB ", expiring on 12/11/05.
2. Notice of Acceptance No. 03- 117.05 issued to " Surface Specialties Inc" for
"Uvekol", expiring on 02/08/09. (Rev NOA #02- 0429.06 -UCB Chemical Corp).
F. STATEMENTS
1. Statement letter of FBC compliance, dtd 01- 31 -06, signed by K. Whitfield, P.E.
2. Statement letter of compliance dated 11- 10 -03, issued by Fenestration Testing lab
G. OTHER
1. This NOA revises # 04- 0120.01, expiring May 13, 2009.
2. Test Proposal dated 10 -23 -03 approved by BCCO.
3. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw, Ph.D.
k n.cia
[shag G Chanda, P.E.
Product Control Examiner
NOA No 06-0329.02
Expiration Date: May 13, 2009
Approval Date: duty 13, 2006
E -1
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OWNERS
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OWNERS
iE
1•• • 0
••••
•
PRESSURE ALU NUN REINFORCEINT
7/16" OVERALL LAMNR TED ANN. UVEKOL
TEST REPORT Nc 871 -3995
LIMN PR1SSLIRE (STEEL Rework-Dim) WTTH 3 S/8" 511. RISER
POSITIVE NEGATIVE
+ 90.O PSF - 90.0 PSF
7 /t6" OVERALL LAMNATED H.S. UVENOL OR SENTRY GLASS PLUS
TEST REPORT No.: 811-3946
NOTE: GLASS CAPACITIES ON THIS MEET ARE RASED ON ASTM 1300 -02 (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION
SERII S 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT)
(UN TS MEMED FROM EXTERIOR)
SC•a.E:
GENERAL NOTES
7. PRODUCT APPROVAL L AWIG'S ARE BASED ON TEST REPORTS NUMBERS PT1 -3946 ANO FT1 -3995, AS USTEO ACCORDINGLY FOR EACH LAMT (SEE ELEVATp1S ABOVE)
2. DRAWMGS PROMO( M :HOR INFORMATION FOR 71000 FRILLS(. STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6)
3. GLAZING: 7/76" OVER .L LAMINATED HEAT STRENGTHENED OR ANNEALED LNEKGL -LN). RESIN OR SENTRY GLASS PLUS (SEE CORRESPONUINO DESIGN PRESSURE TABLES
AND GLAZIfK: DETAIS)
4. GAZING METHOD: EXT 1100 GLAZED WITH 0. 455' PENETRATION. USING DOW CORNING 995 SILICONE AND ALUMINUM GAZING BEAD (SEE GLAZING D(TM65)
5. SEALANTS: A NARR0* DINT OF SEALANT 15 APPLIED ON ALL PALL AND FRAME CORNERS AND INSTALLATION SCREW HEADS.
6. CONVIGURATp8S: 0X/ ) 455.0 P5F) OR Ox /x0, x0x ( #90.0 P5F)
7. DESIGN PRESSURE RA VG: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION.
8. ANCHORAGE: SINGLE F W OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS)
9. ATTACHMENT TO WORD BUCKS AND SUBSTRATES: TO 8E ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE STRUCTURE.
10. SKITTERS REG AEI : NO SHUTTERS ARE REOLNRED.
11. 1145 PRODUCT HAS BI :N DES TIED AND TESTED TO COMPLY WIN THE REQUIREMENTS OF THE
RORNIA BUILDING G DE 2004 EDITION 7* LU 4NG H 4 VELOCITY HURRICANE ZONES.'
72. ALL STEEL IN CONTAC WITH ALUMINUM TO HE PAINTED OR PLATED.
•.••
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KELVYN wrap, P.E.
FLORHLI CERTIFICATE No.24140
ELCO 1/4 • HH. TAPCON (MUST
PASS THRU > x ITEM #33)
/--TO BE ENGINEERED SEPARATELY
1 SY P.T. ROOD BUCK. (TO BE
ENGINEERED BY ARC1OTECT OR
ENGINEER OF RECORD). TYPICAL
1/4' MAX. STIFF METALLIC SHIM
1 x 3/4 x 1/8 x 4' LONG, PRE - DRILLED &
FACTORY INSTALLED ALUM. CUP (ITEM #33) AT
FRAME HEAD ONLY. 23' FROM FRAM CORNER
(VENT SIDE ONLY). ATTACHED TO FRAME WITH
TWO /10x1' PH. SELF DRILLNG SCREWS
(TYP. FOR AU APPLICATIONS)
ELCO 1/4'0 Mi. TAPCON (MUST PASS 1HRU
CHANNEL, ITEM #33)
ELCO 1/4°0 $H. TAPCON (MUST PASS THRU
SILL CUP. ITEM !9)
12' LONG, PRE - DRILLED k FACTORY 1NSTAU.ED
ALUM. SILL CUP ADAPTER (ITEM /9) -AT -FRAME
SAL INTERLOCKS ONLY. (TYP. AU. APPUCArms)
2 BY P.T. WOOD BUCK, (TO BE
ENGINEERED BY JRITECT OR
ENGINEER OF RECORD), TYPICAL
1/4° MAX. STIFF METALLIC SHIM
ELCO 1/4'• ORRL -FLEX
(GRADE 5) SELF DRILUNO
SCREW.
`-1/4' MAX. STIFF'
METAUIC 5 N
ELCO 1 /4's 14H. TAPCON
TYPICAL HEAD /SILL ATTi :HMENT
TO CONCRETE SUBSTR TE
1 I/4'
1 Y P.T. W000 BUCK. (TO BE
EN SEEPED BY ARCHITECT OR
EN 01EER OF RECORD). TYPICAL
TYPICAL HEAD /SILL ATTACHMENT
TO WOOD SUBSTRATE
2 BY P.T. WOOD BUGC. (10 BE
ENCRdFERED BY ARCHITECT OR
ENGINEER OF RECORD). TYPICAL
1 1/2'
1/4'.(•
5) SELF DRILLING
•
••• ••••
•••
•
•
TO BE E F.GI•N • SEPARATEr• • •
• • • •
•• •• ••
•
• •
TYPICAL HEAD /SILL 4W C$IMENT •
TO METAL STRUCTURES (STCEL 8R 11LUMINUMI0 • •
TO BE ENGINEERED %EPARAT�LY • ••••
•
ALUMINUM: 6063- T5•ALL041 MiM.
ALUM.: Fy x. 23 NIaRWN. •
STEEL: Fy • 33 KS MN.
(STEEL OR ALLM. 1%$' MIN. THICKNESS)
•• •
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' —1/4° MAX. STIFF
METALLIC SHIM
EXTERIOR
CO 1/4 °0 EH. TAPCON
l/4° MAX. STIFF
METALLIC SHIM
EXTERIOR
TYP JAMB ATTACHMENT
TO C INCRETE SUBSTRATE
TYP. JAMB ATTACHMENT
TO WOOD SUBSTRATE
TYP. JAMB ATTACHMENT
TO METAL STRUCTURES
(STEEL OR ALUMINUM)
1
mmwo Ka.
KELYYN WHOP_L,D, P.E. S805 —LM
FLORIDA CERTIFICATE No.24140
I I
JAMB
3 (LOCK SIDE)
EXTERIOR
FRAME WIDTH
MEETING RAIL
\..V (STEEL
4 JAMB
(FIXED SIDE)
CROSS SECTIONS (t90.0 PSF)
JAMB
3 (LOCK SIDE)
EXTERIOR
FRAME MOTH
MEETING RAIL
.1 ./(STEEL REINF.)
• •
..••
• • •
•
••
TMEETING RAIL
(STEEL REINF.)
I3 JAMB
(LOCK SIDE)
VERTIC, L SECTION
5805 -LM
1 BY P.T. WOOD BUCK. (TO BE
ENGINEERED BY ARCHITECT OR
ENGINEER OF RECORD), TYPICAL
1/4" MAX. STIFF METALLIC SHIM
1 x 3/4 x 1/8 x 4' LONG, PRE - DRILLED Ac
FACTORY INSTALLED ALUM. CUP (ITEM /33) AT
FRAME HEAD ONLY, 23" FROM FRAME CORNER
(VENT SIDE ONLY), ATTACHED TO FRAME WITH
TWO /10x1" PH. SELF DRILLING SCREWS
(TIP. FOR AU. APPUCAT10NS)
ELCO 1 /4"• 191. TAPCON (MUST PASS THRtt
CHANNEL, ITEM /33)
ELCO 1/4"10191. TAPCON (MUST PASS THW.1
SILL CUP, ITEM #9)
12 LONG. PRE-DRILLED & FACTORY INSTALLED
ALUM. SILL CLIP ADAPTER (ITEM 99) AT FRAME
SILL INTERLOCKS ONLY. (TIP. ALL APPLICATIONS)
ELCO t/4'9 HH. TAPCON (MUST
PASS THRU « ITEM 933)
TYPICAL HEAD /SILL ATi tCHMENT
TO CONCRETE SUBSTI ATE
1 1/4' 1 BY P.T. WOOD BUCK. (TO BE
E SNEERED BY ARCHITECT OR
MED. E WNEER OF RECORD), TYPIC L
�-ELCO 1/4 "0 FH. TAPCON
""--- I/4* MAX. STIFF
METALLIC SHIM
EXTERIOR
TYI JAMB ATTACHMENT
TO ONCRETE SUBSTRATE
1
TO BE ENGINEERED SEPARATELY
ALUMIIWJM: 6063 -15 ALLOY WC
ALUM.: Fy • 23 KS MIN.
STEEL: Fy . 33 KSI MN. ( a OR ALUM. 1 " MI4. THICKNESS
)
2 BY P,T. WOOD BUCK. (TO BE
ENGINEERED BY ARCHITECT OR
ENGINEER OF RECORD), TYPICAL
1/4" MAX. STIFF METALLIC SHIM
ELCO 1/4'0 HH. TAPCON
TYPICAL HEAD /SILL ATTACHMENT
TO WOOD SUBSTRATE
2 BY PT. WOOD BUCK. (TO BE
ENGINEERED BY ARCHITECT OR
ENG9tEER OF RECORD), TYPICAL
1 1/2"
MIN.
EMBED.
5C0 1/4"0 FTN. TAPCON
1/4' MAX. STIFF
METALLIC SHIM
EXTERIOR
TYP. JAMB ATTACHMENT
TO WOOD SUBSTRATE
ELCO 1/4 "9 DRILL -FLEX
(GRADE 5) SELF DRILLING
SCREW.
1/4- MAX. STIFF
METAU.IC SH94
ELCQ t/4'4 0RI[b- NfY •
(01R■0I 5) SELF D ••i IN•G•
•
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•
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• •
• •
•• •
• •
TO BE ENOIME681 iEPARATEti• • •
• • • •
•• •• ••
TYPICAL HEAD/SILL ArACRIENT •
TO METAL STRUCTURES (STEEL OR ALUMINVPI, • • •
TO BE ENGINEERED 9EPARATELY ••••
/- ALUMINUM: 8083- T5•Ajlgr
• • • •
ALUM.: Fy . 23 KSStt M a • • •
STEEL: Fy v 33 KSI MIN. • • •
(STEEL OR ALUM. 1/r MIN. THICKNESS)
iellegel MEMO,
=cita.tW MIIrF M*
Inesissalfs
ELCO 1/4'• DRILL-FLEX
(GRADE 5) SELF DRIUJNG
SCREW.
�- 1/4• MAX. STIFF METALLIC 949M
EXTERIOR
TYP. JAMB ATTACHMENT
TO METAL STRUCTURES
(STEEL OR ALUMINUM)
KELVIN WFITFTEI.D, P.E.
FLORIDA CERTIFICATE No.24140
nEM®
ITEM(7)
7M -1311
FRAME JAMB FIXED SIDE)
TM -130
FRAME HEAD
111-134
FRAME SILL TOP
TM -140
MOVING MEETING RAIL
. TM -132
FRAME JAMB (LOCK SIDE)
TM -133A
FRAME SILL BASE
OUANTIIY
PART N0.
NATERN .
DESCRIPTION
LOCATION
1
ii.
111- 118
6063 -76 ALUM.
3 1/8' LONG SPRING LOADED VENT LATCH
WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE)
1
Q 1
111 -1
6063 -76 ALUM.
BASE
WINDOW BOTTOM FRAME
TM -130
6063 -76 ALUM.
FRAME HEAD
WNDOW TOP FRAME
TM -131A
6063 -76 ALUM.
FRAME JAMB (FIXED SIDE. 356.0 PSF)
WINDOW SIDE FRAME
Ell
TM- 132
6063 -78 ALUM.
FRAME LAMB (LOCK SIRE)
WM100W SIDE FRAME
TM -1311
8063 -76 ALUM.
FRAME JAMB FIXED SIDE. ±90.0 P51
WINDOW 5106 FRAME
RR
6063 -T6 ALUM.
FRAME SILL TOP
WINDOW BOTTOM FRAME
sna
Qs
®11111111111•11
®
11110
1 INTERLOCK
6063 -T6 ALUM.
FRAME « • - • -' a• 1 • LONG
WINDOW FRAME SILL. AT EACH INTERLOCK ALL MRS
1�
WINDOW FRAME SILL
1
0M
6063 -T6 ALUM.
fl7ED MEETING RAIL
W100W FRAME
VENT TOP AND BOTTOM RAIL
WINDOW TOP & 001T0M VENTS
1
STIMIEM
CiUIE i(X «:i .•'
W*00M SCE VENT
TM -140
CnirrEll
MOVRIC MEETING RAE.
WINDOW SIDE VENT
r'
4 .LLVLI 1ii��1�i!���lM
'.'.
La.11:;1_ r r rte;.. MKT:?! 1[:.J
1MN00W r '- PERIMETER
":1=1=41M111111 i 111111.111111M111111111111111111
�
1.!`____
FM1 SEAL WEATHERSTRIP -. 70' x .220 HIGH
®
O 71',•
!�.':
FIN SEAL WEATHERSIRP -.1.r x .370° HIGH
_ ,..,:, _:•.+t.____` =_ Iyl�:•s :,:�1:'T_t_•: ;•.4i
WOOL
FIN SEA. WEATHERSTRIP -.187 x .200* HIGH
FTXEC N1: MOVING MEETING RAILS AN0 S91 TOP
RwW432ot
�
05043
•
~
1 7 16' x 7 r z 1 2' PM)
FRAME TRACK • « .. ENOS
a
—L
'. 1L.•' :.._
WHEEL HOUSING ASSEMBLY
WINDOW VENT BOTTOM RAW. ENDS
4 /VENT
6063 -T6 ALUM.
.540' x . 740° x . 063` GLAZING BEAD (190.0 PSF)
WINDOW GLASS PERYIETER OX/X0 50X 39011 •
II
MI
�.�
2
IRO
r _
7 16° OVERALL LAM. ANNEALED UVEKOL
'
WINDOW + a , !:; r s
2 OR 3
- --
GLASS
7 16* OVERALL LAM. HS. UVEKOL/SENIRY GLASS
• . 4 la .:y.;ir PRESSURE T . - •
AS REWO
995
SILICONE
OLA2940 COMPOUND (004 CORNING
%" 4 = r r>< r r, ■s•. M
SEE ELEV.
STEEL,/ PLATED
INSTALLATION FASTENER (SEE SHEET 4 OF 6)
WINDOW FRAME PERIMETER •
2/04P
$TANLESS
110 x 1/2" PH. SM5.
VENT HEM WNOLOAO as' i •7 • •
to
AIRLESS 3
12 x 1'' PH.SMS. (ASV.)
FRAME CORNERS •••• • •
1
_ AIRLESS STE 1
10 x 1" PH.SMS. ASSY.
VENT CORNERS & TOP I _!11 .. .. „,j .. S • -rI. • •i
r'0
r1 INTERLOCK
EUE a ...:.
---
---
6063 -76 ALUM.
6063 -T6 ALUM.
kjilla•:•Y�jE.:lfl�o-��:>I (;Z1
1' x 1" x I /8° THK. REINFORCING TUBE
*MOW FRAME S41 9*57 CLUED ON THE INTERIOR
11 :1[•i.;•; /:.•i ^: »U;l.i.r.-'+TW. . ASS.O AMR
—
STEEL A-51 3
11 GA.) 1' x 1° RE9 ORCING TUBE
_ati...,.I.::_ a ______ 'r�: :i. ;•.,x___ •
rsithI11? "dS
»11
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,
mums3
6063 -76 ALUM.
r x 1 2' x 1/8 TIN. RENFORCNG CHANNEL.
V
F l . 11:+a.>f_.:axn;.ci;: t. •.t,E ,H�
1 x 13/16' x 1 8° x 4 LG. WNOLOAO CUP
ir. ' ! e ^ • • r-"14. *Y;'r7
Ini
��
Iql�.. «
®
STEEL A -36
11 GA. 1' x 1 2" REINFORCING CHANNEL
i7�lry(. ]}g"I•ii''a I;P,.�7*O[4. •r : • •.. ;�
l
M•'..1
FIN 7. _ REA ■ ,: -.1:. x .175° HIGH
•. 2.A11L•..4.1, ]11• i?_�1`
NOTE: (.) DENOTES FULL LENGTH
TM -137
FIXED MEETING RAIL
7M -138
TOP AND BOTTOM RAit.
TM -118
VENT LATCH LOCK
• • •
•• •
•• •
• • •
•, •
=
/4351D. '-. 3176'
0107 fl! ITEM
S91 RISER
t41tW1Lt
.4737 irmi 1196ixr1
Ar
EXTRUDED -1GLAZING
A BEAD��
rni 171.
Nei
<Fi
TM -139
SIDE RAIL (LOCK SLOE)
-•..4 124 �.
TM -135
SILL CUP ADAPTER
TM -138
SILL TRACK
KELVYN WMIFIELO, P.E.
FLORIDA CERTIFICATE No.241
S805—LM
81Axi SOP 4
/12 x 1 1 1" PH.SMS.
6(77444
ASSEMBLY : MEWS
110 x 1' PH.SMS. [ 10 x 1' PH.SMS.
ASSEMBLY SCREWS
ASSEMBLY SCREWS
/12 x 1 1/4" PH.SMS.
ASSEMBLY SCREWS
ST0.E SHOWN FOR
OX APPLICATIONS.
REVERSIBLE ON x0
APPLICATIONS.
#10 x 1' 141.915.
ASSEMBLY SCREWS
110 x 1" PH.
ASSEMBLY SCREWS
WINDOW FRAME CORNER
CONSTRUCTION DETAIL
510 x 1' PH.SWS.
ASSEMBLY SCREWS
OPERABLE VENT CORNER
CONSTRUCTION DETAIL
FIXED MEETING RAIL
CONSTRUCTION DETAIL
•
•
•
'I •
•
•i
'J1 \VI
/12 x 1 1/4" PH.SMS.
...806:„AssEMeLY scREws
FIXED VENT CORNER CONSTRUCTION DETAIL
(X0/0X UNITS *90 PSF)
M I A M I•DADE.
• •
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•
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• • •••
BUD,D1NG CODE COMPLIANCE MICE %Cato e
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOAr
R.C. Aluminum Industries, Inc.
2805 NW 75th Ave.
Miami, FL 33122
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO 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 ML 100 Aluminum Tube Mullion
APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions," sheets 1 through 7 of 7,
prepared by AL-Farooq Corporation, dated 05 /02/04 revision "A" dated 07 /13104; signed and sealed by
Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above.
The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. , Director, BCCO
• • •••
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• • • • • • MIAMI DADE COUNTY, FLORIDA
• • • • • • • .METRO-DADE FLAGLER BUILDING
.1• .4o'1y ST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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NOA No 04- 0608.05
Expiration Date: August 19, 2009
Approval Date: August 19, 2004
Page 1
R.C. Aluminum Industries, Inc.
• • .•• • • • •.•
.• •. • • • •• •• •
• • • • • • • • • • • •
• • • • .•• • • • • •
• • • • • • • •
• • •.. • • • • • .• •
• • • • •• • • • • •
• NOTICE OF ACCaviANtEi EVIDElidt Op. MITTED
A. DRAWINGS
1. Manufacturer's die drawifl aid ge�ti n�' • ; • • • • •
2. Drawing No. M04 -05, titlefl. `11h#nEndnTltbtMullions," Sheets 1 through 7 of 7,
prepared by AL- Farooq Gorpo at on,•clated:O lI iiiterevision "A" dated 07f 13f04,
signed and sealed by Humayoun Farooq, P.E.
B. TESTS
I. 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) Large Missile Impact Test per FBC, TAS 201 -94
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
along with installation diagram of an aluminum single hung window, prepared by
Hurricane Engineering & Testing Inc., Test Report No.HETI -03 -1346, dated
September 16th, 2003, signed and sealed by Rafael E. Droz -Seda, P.E.
2. 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with installation diagram of an aluminum single hung window mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL - 4024, dated
January 14, 2004, signed and sealed by Edmundo Largespada, P.E.
C. CALCULATIONS: by AL- Farooq
1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared Y
Corporation, dated May 28, 2004, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO
E. MATERIAL CERTIr'1CATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance and no financial interest, May 28, 2004, signed and
sealed by Humayoun Farooq, P.E.
G. OTHER
1. Letter from the consultant stating that the product is in compliance with the Florida
Building Code (IBC)
r �
Herminio F. Gonzalez, P.E.
Director, Building Code Compliance Office
NOA No 04-0608.05
Expiration Date: August 12, 2009
Approval Date: August 12, 2004
E -1
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
RECTANGULAR ALUMINUM TUBE MULLIONS
_)SING MULLION PROPF.(;ETIES ONLY
NOTES;
THIS PRODUCTS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE
AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER
LOADS TO THE STRUCTURE
ANCHORS SHAD. BE AS USTEO, SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO SASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, 11LE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
ALL CONCRETE STRUCTURE TO BE 3000 PSI MIN. STRENGTH.
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 2
qTFP 4
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
USE CONNECTION TO MULUON AS PER PRODUCT
APPROVAL.
USING CHARTS ON SHEET 3 SELECT MUWON SIZE WRH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS
ON MEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
TYPICAL
WINDOW FRAME
TYPICAL
GLAZING PRODUCT
4.000
6.000
3000 - 4.000
LA00
Z
— N
GI m N
BOW ALLOY
TUBULAR SHAPES •••�•
• a 6003 -T5
•
• • • • ••Y3 i •il
•• • a
•
•pn
• +a ZifM•i
• ? �
•••
7
t A d §1.4.
•i
•• •}
• • IT
•• • g
die ••• ,SO
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
•
••••
• •
••••
• •
•• ••
• • •
• •
• •
• • •
•• •
qn H MA
STRLICT�Uk1E3
Pudr .76388557
JUL 1 5 2004
1
1
1
drawing no.
M04 -05
(sheet
1 ot 7)
•••
•
••
•••
•
••••
•
•••
• •
•••
••••
•
••
••••
•
••••
•
-L000-
_.125
f
-125
4,000
1 X 3
STD. MULLION
6083 -T8
1 X 4
STD. MULLION
6083 -T6
2 X 4
STD, MULLION
6083 -T6
1 -1/2 X 4-1/2
CUSTOM MULLION
6083 -T8
2 X 6
STD. MULLION
6083 -T6
2 X 6
HEAVY MULLION
8083 -T6
2.000
125
- -2 00D ----I
••
•
••••
•••• •
• • •••
•••• •
NOTCH
0PTIONAL
ANGLE CLIP
6083 -T6
MULLION CLIP
6063 -T8
MULLION CUP
5083 -T8
JUL 1t;
drawing no.
M04 -05
sheet 2 of
•••
•
•
•••
•
•••
•
••
•
••
••••
•
••
••• •
•
••••
•
WINDO
WIDTH (W)
19 -1/8°
28 -1/2'
30"
37"
42°
48"
54,
80°
68"
72°
19 -1/8"
26 -1/2"
30'
37"
42"
48'
54"
80'
88'
72'
19 -1/8'
28 -1/2'
30'
37'
42'
48'
54'
80"
68'
72'
19 -1/8"
28 -1/2°
30"
37"
42°
48"
54"
80'
88"
72'
DESIGN
P DIMS.
MULL SPAN
38 -3/8°
50 -5/8"
- PSF
HORS TYPE
82
3
I )
)
51:7 2.2
5 .4 0.7
45.3 3.8
41.2 2.4
150.0
150.0
150.0
150.0
150.0
150.0
147.8
1328
120.8
110.7
150.0
150.0
150.0
150.0
143.8
125.9 1
111.9
100.7
91.5
80'
37.8 5.5
120.0 0.0
88.6 1 D.0
76.5 1 2.0
82.0 1 4.0
54.8 1 I,3
47.8 1 .8
83,9
150.0
150.0
150.0
137.8
121.4
106.2
42.5 L...0
38.2 75.5
34.8 89.5
84.4
85.0
31.9 83.7
77.2 1
70.8
83'
114.3 155.0
82.5 150.0
728 145.7
59.1 118.1
520 104.1
48.5 91.2
150.0
84
150.0
150.0
150.0
150.0
150,0
150.0
150.0
150.0
150.0
150.0
150.0
150,0
150.0
150.0
150.0
150.0
150.0
150,0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150,0
150.0
150.0
141.8
150.0
150.0
150.0
131.2
115.6
101.1
40.5 80.5
38,4 72.8
33.1 86.2
30.33 80.7
89.9
150.0
150.0
150.0
150.0
150.0
150.0
80.9
150.0
73.8
147.1
87.4
134.9
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN COVER
LOCATIONS AT HEAD, SILL OR JAMB EN(
FOR ANCHORS DESCRIPTION SEE SHEET: I'HRU 7.
(INTERPOLATION BETWEEN WIDTHS OR Si ALLOWED)
ANCHORS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
22
B4
19 -1/8'
28 -1/2°
30"
37"
42'
48'
54°
60"
68'
72'
120'
80.0
120.0
133.3
150,0
43.3
88.8
98.2
150.0
38,2
78.5
85.0
150.0
31.0
82.0
88.9
137,8
27.3
54.6
80.7
121.4
23.8
47.8
53,1
108.2
21.2
42.5
47.2
94.4
38.2
42.5
85.0
34.8
38.6
77.2
31.9
35.4
70.8
19 -1/8"
28 -1/2"
30"
37"
42°
48'
54'
60"
66"
72'
132'
54.5
109.1
121.2
150,0
39,4
78.7
87.4
150.0
34.8
89.5
77.2
180,0
28.2
56.4
82.8
125.2
24.8
49.7
55.2
110.3
21,7
43.5
48.3
98.5
38,8
42.9
85.8
34.8
38.8
77.2
31.8
35.1
70.2
29.0
32.2
84.4
19 -1/8"
28 -1/2"
30'
37"
42'
48'
54'
80'
86'
72°
144"
50.0
100.0
111,1
150.0
38.1
72.2
80.2
150.0
31.9
83.7
70.8
141.8
25.8
51.7
57.4
114.8
228
45.5
50.8
101.1
19.9
39.8
44.3
88.5
35.4
39.3
78.7
31.9
35.4
70.8
29.0
32.2
84.4
28.8
29.5
59.0
ANCHORS TYPE
A2, 44
,$22 OR, 94
OL121N6
PRODUCT
,1
YPa01OP LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
B2
B4
18 -1/8"
98.9
150.0
150.0
150.0
28 -1/2"
70.0
139.9
150.0
150.0
30"
81.8
123.8
137.3
150.0
37°
50.1
100.2
111.3
150,0
42'
44.1
88.3
98.1
150.0
48°
74 -1/4"
38.8
77.3
85.8
150.0
54'
34.3
88.7
76.3
150.0
80"
30,9
81.8
88.7
137.3
86"
28.1
56.2
82.4
124.8
72"
25.8
51.5
57.2
114.4
19 -1/8'
85.7
150.0
150.0
150.0
28-1/2°
81.8
123.7
137.4
150.0
30'
54.8
109.3
121.4
150,0
37"
44.3
88.8
98.4
150,0
42'
39.0
78.0
88.7
150.0
48'
84'
34.1
88.3
75.9
150,0
54"
30.3
80.7
87,4
134.9
60'
27.3
54.8
80.7
121.4
66"
24.8
49.7
55.2
110.3
72'
22.6
45,5
50.6
101.1
19-1/8'
75.0
130.0
150.0
150.0
28 -1/2'
54.1
108.2
120.2
150.0
30'
47.8
95.8
108.2
150,0
37' .
38.8
77.5
88,1
150.0
42"
34.1
68.3
75.9
150.0
48"
96"
29.9
59.8
68.4
132.8
54'
28.8
53.1
59.0
118.0
80"
23.6
47.8
53.1
106.2
66'
21.7
43.5
48.3
98.5
72"
19.9
39.8
44.3
88.5
19-1//3"
88.6
133.3
148.1
150.0
28-1/2°
48.1
98.2
108.9
150,0
30'
42,5
85.0
94.4
150,0
37'
34.5
88.9
78.5
150.0
42'
30.3
80.7
87.4
134.9
48'
108°
28.8
53.1
59.0
118.0
54'
23.8
47.2
52.4
104.9
80"
21.2
42.5
47.2
94.4
88'
-
38.8
42.9
85.8
72°
-
35.4
39.3
78.7
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN COVER
LOCATIONS AT HEAD, SILL OR JAMB EN(
FOR ANCHORS DESCRIPTION SEE SHEET: I'HRU 7.
(INTERPOLATION BETWEEN WIDTHS OR Si ALLOWED)
ANCHORS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
22
B4
19 -1/8'
28 -1/2°
30"
37"
42'
48'
54°
60"
68'
72'
120'
80.0
120.0
133.3
150,0
43.3
88.8
98.2
150.0
38,2
78.5
85.0
150.0
31.0
82.0
88.9
137,8
27.3
54.6
80.7
121.4
23.8
47.8
53,1
108.2
21.2
42.5
47.2
94.4
38.2
42.5
85.0
34.8
38.6
77.2
31.9
35.4
70.8
19 -1/8"
28 -1/2"
30"
37"
42°
48'
54'
60"
66"
72'
132'
54.5
109.1
121.2
150,0
39,4
78.7
87.4
150.0
34.8
89.5
77.2
180,0
28.2
56.4
82.8
125.2
24.8
49.7
55.2
110.3
21,7
43.5
48.3
98.5
38,8
42.9
85.8
34.8
38.8
77.2
31.8
35.1
70.2
29.0
32.2
84.4
19 -1/8"
28 -1/2"
30'
37"
42'
48'
54'
80'
86'
72°
144"
50.0
100.0
111,1
150.0
38.1
72.2
80.2
150.0
31.9
83.7
70.8
141.8
25.8
51.7
57.4
114.8
228
45.5
50.8
101.1
19.9
39.8
44.3
88.5
35.4
39.3
78.7
31.9
35.4
70.8
29.0
32.2
84.4
28.8
29.5
59.0
ANCHORS TYPE
A2, 44
,$22 OR, 94
OL121N6
PRODUCT
,1
VERTICAL
MUON
OIAZINO
PRODUCT
2
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) 81 + W2
2
A2
ANCHO4RS TYPE
82 OR 84
• •
•• ••
•
•••
•••
••
•
••••
•
•
••••
•
•••
•
MORROW/swam.
• • •
70 401 INSCRIBED • • 4
OE RECTANGULAR SHAPE
• • ••4
•
OLAZIHO GLAZING ANCHORS TYPE
PRODUCT PROOUC7 A2, A4,
82 OR 24
ULUON'SPAN
En911... FARO
PC.AN &51388557
JUL 1 5 Z904
•
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1LNrE =I •
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•
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S
1
drawing no.
M04 -05
(sheet 4of 7
1/4" HILT! KWIK CON 11 I/4" HILT KWIK CON 11
1 -1/24 MIN. 1-1/4 M114. EMBED INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY
2 74 CUP (1 ON EACH WING) t PER ANGLE
l/4` HILT KWIC CON 11 1/4' HILT KWIX CON II
1 -1/2' MIN. 1 -1/4' MW. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING) 2 PER
AL- FAROOQ CORPORATION
(
ENGINEERS, PLANNERS & PRODUCT DESIGN
1235 SW 87 AVE
MIAMI, FLORIDA 33174
,1}L (305) 264 -8100 FAX. (305) 262 -6978
EDGE D1ST.
EDGE DIST. 2 1/4" ANGLE
• • ."�:. °�
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ALUM ANGLE
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WAD BUCK
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2%2X1 8 °
ALUM ANGLE
FLOATING CUT,�i SMS
2 PER ANGLE
1 -3/4" O.C. MIN.
I1 I
U U
1
1 1
FLOATING CLIP
914 SMS
2 �t ANGLE
1 -3/4 O.C. MIN.
11 1
I I I
1U UI
1
1
I
KW1K CON II
PENETRATON
1 PER ANGLE
FOR 34 TUBE
1° MIN.
1/4" HILT KWIC CON IT 1/4` HILT
1-1/: MIN. WOOD PENELRATON
/ 1 -1/2" MIN. WOOD
2 PE CUP (1 ON EACH WING)
2 -3/4° O.C. MW.
FOR ALL OTHER TUBES
1/4° HILT KWIK CON 11 1 4' H&.T KWIK CXJN I
1 -1 /Y MIN. WOOD PENETRATION 1 -t/2' MW W000 PENETRATON
1° MIN. 1' MIN. 4 PER CLIP (2 ON EACH WINO) 2 PQ2 ANGLE • • •
•••••
1
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i
R.C. ALUMINUM INDUSTRIES INC.1
2805 N.W. 75 TH AVE.
MIAMI, FL 33122
1t♦. 105):592* 1.•5 FAX (S05) 592 -2184
EDGE DIST.
D
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ALUM ANGLE
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23Y W20D BUCK
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2BY WD00 BUCK
OR
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1
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FLOATNG CUP
#14 sMS
2 PER ANGLE
1 -3/4" O.C. MIN.
11 11
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2 X 2 % 1/8'
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FLOATNO CY.IP
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1 1/2` MW.
2 -3/4° O.C. MIN. •
FOR ALL OTHER TUB ES • • • •
• • •
• • • • •
ANCHORS TYPE 'A4' • • •
EDGE DIST.
IlLW
APPtmedsocomplying with tw
DAN Oil rrth: '
-:
WNW
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FLA. PEA 13557
. C.4•N. '638,
(sheet
ALTIMAIE
ANCHOR LOCATON
_�+ y
./1//
JUL 1 5 2004
MULLION CUP
ALL CUPS TO FIT SNUG INTO TUBE MULLIONS
TAPCONS MAY BE HEX OR FIAT HEAD.
drawing no.
M04 -05
ANCHORS TYPE 'A2'
5 of 7 )
•••
•
•
•
•••
•
•••
•
••
•
••
•••
•
•
•
•••
•
•••
•
2 -1/2° MIN
1/4' HILTI KWIK CON II
- 1 -3/4' MIN. EMBED INTO MASONRY
2 PER CLIP (1 ON EACH WING)
1/4" HILTI KWIK CON II
1 -3/4' MIN. EMBED INTO MASONRY
1 PER ANGLE
1 -1/2' MIN.
1/4" HIL31 KWIK CON If
1 -3/4' MIN. EMBED INTO MASONRY
2 1/4' 4 PER CUP (2 ON EACH WING)
MIN.
1/4' RICH KWIK CON U
1 -3/4' MIN. EMBED INTO MASONRY
2 PER ANGLE
4ASONRY
OR
)NCRETE
FLOATING CUP
MASONRY
CR
CONCRETE
#14 SMS
2 PEIN ANGLE
1 -3/4' 0.C. MIN.
FOR 3° TUBE
2 -3/4' O.C. MIN.
FOR ALL OTHER TUBES
FLOATING CUP
#14 SM5
2 PEA ANGLE
1 -3/4' 0.C. MIN.
FOR 3' TUBE
2 -3/4' 0.0. MIN.
FOR ALL OTHER TUBES
•
• •
• • •
•• •
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•
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•
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• • ••••
•••• •
• ••
• •
•
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••••
•
•
•
••••
•
••••
•
2 -1/2' MIN.
EDGE DIST.
ALTERNATE
ANCHOR LOCATION
MUWON CUP
1/4' HILTI KWTK CON II
1 -3/4' MIN. USED INTO MASONRY
2 PER CUP (1 ON EACH WING)
ANCHORS TYPE 'B2'
ALL CUPS TO FIT SNUG INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FIAT HEAD.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKAU- RESISTANT COATINGS. 91.1014 AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE ILCQUER.
EDGE 0
1/4° H11.11 KWIK 001V II
1 -3/4' MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
ANCHORS TYPE '84'
• • •
• • ••
•••
• •
•••
• •
• • •
•• •
s Approved as mmpIyla1 with the
> • rte •
NOAO •Z:lSi• ^,sr;
Ery1n DR. 1T)I NAYOUN FAR004
FLAT EN �1 15:1
CAJJ. 38
JUL 1 5 2004
sheet 6 of 7
METAL STRUCTURES
(STEEL OR ALUM. 1/8' MIN. THK ) #14 SMS OR 1/4" TEKS
STEEL : Fy - 38 KSI MIN. 4 PER CLIP (2 ON EACH WING)
ALUM NUM : 8083 -T8 MIN.
#114 SMS OR 1/4' TENS
2 PER ANGLE
ANCHORS TYPE 'B4'
FLOATING CUP 2 X 2 X 1 8'
li ii ALUM AWNS
#14 SMS
2 PER ANGLE
1 -3/4" 0.C. MIN.
FOR 3' TUBE
2 -3/4' 0.0. MIN.
FOR ALL OTHER TUBES
# 14 S.M.S.
2/ CHANNEL
TUBE MUWON
#10 F.H. S.M.S.
2/ SIDE
1/8' THICK ALUM CHANNEI.
LENGTH TO FR SNUG
INTO MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
ACCESS HOLE
TUBE MUWON
#14 FH SM9
2 PER CUP
1 -1/2' O.C. MIN.
1
00
THIS SCREW CAN BE
INSTALLED IN ERHER
DIRECTION 14.
10 FH SMS
PER CUP
1' 0.C. MIN.
1 -3/4" X 2' X 1/8' (FOR 2BY TU
3/4' X 2" X 1/8" FOR (OEN TU
AWM
CUT TO FIT SNUG INSIDE TUBE
ANCHOR RETAIL #1
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE 'B4' TO VERIFY CAPACITY OF CONNECTION
SEE SHEET 4 OF 7 FOR ANCHOR CHARS'
C,AN ?8887
JUL 1 5 7004
rdr'Wing no.
M04 -05�
(sheet 7 of 7 )
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Oasis Builders Windows & DSors
11g1 NW 10th Ct
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Boynton seaNh, FL 33426
Phone: 561- 733 -3756
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Florid 1114 2100S1
Quote #: 328.2.6
3ob Description/Gusto : SOUTHERLAND PRO3ECT
• • Snip To. •• • • • • •
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MUTH EQLAIO PRO CJ ,•,
• • 11:71 Nig i.O i Ct ••• •
Boynton Beach, FL 33426
Palm Beach County
Phone:
Fax:
Cell:
Contact:
E -Mail:
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•• fax: •
Cell:
Contact:
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00
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PO Number
Order Date
Shipped By:
4/15/2008
TM Truck
Quantity Description
2
1
1
5
1.
1.
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: 23 (37 "W x 38 3/8 "1-I); Max DP Values: +90, -90;
Frame Color: White; Glass Thickness: 7/16 "; Glass Colors: Grey; Glass
Types: Heat - Strengthened; Glass Laminates: UVEKOL; Grids: Fullview;
Include Screen(s): Yes;
NOTES: WINDOW OPENING 1 & 2
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: 23 (37 "W x 38 3/8 "1-1); Max DP Values: +55, -55;
Frame Color: White; Glass Thickness: 7/16 "; Glass Colors: Grey; Glass
Types: Annealed; Glass Laminates: UVEKOL; Grids: Fullview; Include
Screen(s): Yes;
NOTES: WINDOW OPENING # 3
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: 33 (53 1/8 "W x 38 3/8 "1-I); Max DP Values: +55, -
55; Frame Color: White; Glass Thickness: 7/16 "; Glass Colors: Grey;
Glass Types: Annealed; Glass Laminates: UVEKOL; Grids: Fullview;
Include Screen(s): Yes;
NOTES: WINDOW OPENING # 4
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: D23 (74 "W x 38 3/8 "H); Max DP Values: +55, -
55; Frame Color: White; Glass Thickness: 7/16 "; Glass Colors: Grey;
Glass Types: Annealed; Glass Laminates: UVEKOL; Grids: Fullview;
Include Screen(s): Yes;
NOTES: WINDOW OPENING # 6, 11, 20, 22 & 24 # 20 = XO
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: D22 (74 "W x 26 "H); Max DP Values: +55, -55;
Frame Color: ; Glass Thickness: 7/16 "; Glass Colors: Grey; Glass Types:
Annealed; Gass Laminates: UVEKOL; Grids: Fullview; Include Screen
(s): Yes;
NOTES: WINDOW OPENING # 8
805 Series Horizontal Roller Window, Impact Resistant
Config: XOX; Call Size: T25 (111 "W x 63 "H); Max DP Values: +90, -9
Frame Color: ; Glass Thickness: 7/16 "; Glass Colors: Grey; Glass Typ
Heat - Strengthened; Glass Laminates: UVEKOL; Grids: Fullview; Inclu
Screen(s): Yes;
NOTES: WINDOW OPENING # 13
Shipping Instructions:
Unit Price Extended Price
$450.64 $901.28
$401.01 $401.01
$527.35 $527.35
$686.53 $3,432.69
$501.29 $501.29
SUBJECT TO COMPLIANCE IMTH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
This is a quotation on the goods named above. While every attempt has been made to provide the most
accurate pricing available, prices and item availability may have changed. Please contact us at the
above number for the most accurate information.
Oasis Builders Windows & Doors
141 NW 10th Ct • • ... • • • • • •
• • • • • • • • • • • • •
• • • • • • • • • • • • • •
Boynton', FL 33426 • • . • • • . • • • • • • • • •
Quote #: 328.2.6 • Phone: 561- 733 -3756 Job Description /Customer: SOUTHERLAND PROJECT
FIorics
.m.N ®�.... dadQ
3
1.
1
1
1
1
1
1
515 Series Casement Window, Impact Resistant • • • •••
Config: X; Call Size: 13 (19 1/8 "W x 38 3/8 "H); tax LLO' VaIIeg: +80, = .
80; Frame Color: White; Glass Thickness: 7/16 "; lass Colors: Vet.
Glass Types: Annealed; Glass Laminates: SAFLEX;•Grids:•Fullv}t; •
Include Screen(s): Yes; Handing: BUTT HINGE LEFT;
NOTES: WINDOW OPENING # 16, 17 & 26 26 & 17 =
RH 16 = LH ••• • • • •• ••
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230 Series French Door, Impact Resistant • • • • • • •
Config: XX; Call Size: 6068 (71 1 /2 "W x 79 3 /4 "H);•Alax ! F'Valties' • • •
+53.3, -65; Frame Color: White; Glass Thickness: 7/16 "; Glass Colors:
Grey; Glass Types: Tempered; Glass Laminates: SAFLEX; Grids:
Fullview; Punches: Deadboit & Keylock Inactive Punch; Threshhold:
Standard Threshhold; Handing: LEFT HAND ACTIVE;
NOTES: DOOR OPENING # 10
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Custom Size: 37 "W x 26 "H; Max DP Values: +55, -55;
Frame Color: White; Glass Thickness: 7/16 "; Glass Colors: Obscure -
Grey; Glass Types: Annealed; Glass Laminates: UVEKOL; Grids:
Fullview; Include Screen(s): Yes;
NOTES: WINDOW OPENING # 5
1 x 4 Mullion
Config: 1 x 4; Height: 38 3/8 ";Frame Color: White;
NOTES: ??
REMOVAL/INSTALLATION/W /STUCCO, DRYWALL PATCH, SILLS & BUC
REPAIR
PERMIT & PROCESSING/ ENGINEERING & INSPECTION
$658 DISCOUNT
805 Series Horizontal Roller Window, Impact Resistant
Config: OX; Call Size: D25 (74 "W x 63 "H); Max DP Values: +55, -55;
'Frame Color: White; Gass Thickness: 7/16 "; Glass Colors: Grey; Glass
Types: Annealed; Glass Laminates: UVEKOL; Grids: Fullview; Include
Screen(s): Yes;
NOTES: WINDOW OPENING # 18
• 4332.40
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• 12,167.58
•
$310.79
$37.99
$4,100.00
$750.00
$- 658.00
$1,057.66
$997.22
$2,167.58
$310.79
$37.99
$4,100.00
$750.00
$- 658.00
$1,057.66
Total:
Sales Tax (6 %):
Grand Total:
$16,278.79
$976.72
$17,255.52
This is a quotation on the goods named above. While every attempt has been made to provide the most
accurate pricing available, prices and item availability may have changed. Please contact us at the
above number for the most accurate information.