WS-07-1551Inspection Date: 09/12/2007
Inspector: Grande, Claudio
Owner: RILEY, SUSANNE
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Job Address: 1104 98 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: SOUTHERN WINDOW TECHNOLOGY INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number
Parcel Number 1132050180360
Lot:
Phone: 305 - 253 -2560
Building Department Comments
INSTALL NEW NON IMPACT WINDOWS
SEP 1 1 20
l
Passed
Y
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, September 11, 2007
Page 2 of 2
•
Miami Shores Village ; a c EEwm
JUL 2.5 200/i
BY:
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING 011Z0 I01,i:,
PERMIT APPLICATION q� � c
Fsc aooi �
Permit Type (circle):
Permit No.( V r ( t
Master Permit No.
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder)3oVin . 'RAV j -t vi SUS()j')11R.Phone #
Owner's Address t\ 01--k i�g
City M\Ok N VnCYes State FL
Tenant/Lessee Name
Zip t 3 3
Phone # in- •
Job Address (where the work is being done) \\D mE Mk"i SireOj4
City Miami Shores Village County Miami -Dade Zip 3 a
Is Building Historically Designated YES NO V
Contractor's Company Name S UAVVArn Window TioA nOt %Phone # 30S 253 2(o
Contractor's Address ast;IILA Svv \ Q,
City kk4t State Zip
Qualifier k YYIQm- , om psc n
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit 4, `" l . q
Type of Work:
Describe Work:
Square Footage Of Work:
Repair/Replace
❑ Demolition
* * * * * ** * * * * ** * * *** * * ** * * * *** Fees * * * *,* * * * * * * * *** * * * * * * * * *( * * **
CCF $ •®�° CO /CC
Technology Fee $
Submittal Fee $ Permit Fee $
Notary $ Training/Education Fee, $
Scanning $ \®b ''''' Radon $ Zoning Bond $
Code Enforcement $
a Vo .
-2 or
Structural Plan Review. $
Total Fee Now Due $ ,AL, PA d
izs t
(Continued on opposite side)
Bonding Company's Name (if applicable) N .
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) N
v
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 recorder o 'c of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building p unit is .is ?ed. In the absen.e,e ! such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowl
day of
who i
20 0 , by
Contractor
ed before me this �e� The foregoing instrument was ac .1 o' ,dged before me
, day of 3U f , 20 cri,
r who has produced
As identification and who did take an oath.
NOTARY PUBLI CP��,®
Sign. ,� ` ` - —
Print:
My Co
** ** * **
Comntssot ExplleM y5.2009
es000y
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY P : LIC:
Si
Print:
My Commissio
ertificate of Competency Holder)
EXPIRES April 11 2011
l'W7.) 34:0/5.3 Ft Nola!YspeAce ut
State Certificate or Registration No. Certificate of Competency No.
************************************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * ** * * * * * * * * * * * * * **
APPLICATION APPROVED BY: j/4 eQ Plans Examiner
Engineer
Zoning
Chc 12/15/03
r
NOTICE OF
COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE Al' TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.11 320 5t) l'itbAko 0
STATE OF FLORIDA
COUNTY OF DADE
1111111 1111111111 1111111111 11111
F= 14 2 0 C) Fa) 7 2 8 6 7 7
OR 81: 25801 Ps 0534; 1ps
RECORDED 07/24/2007 09:22:30
HARVEY RUVINp CLERK OF COURT
MIAMI-DADE COUNT/r FLORIDA
LAST PAGE
THE UNDERSIGNED hereby gives notice that improvements will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement
1. Legal description of property and street address:5-(o 53 PB (-I3-Uot Rev PL. mtarni
„ .
1014 SBW t/,-+
2. Description of improvement
1■It\A) Nbn 1rylkono1 inolOws
3. Owner (s) name and address: JOhn . VA/9 Succann...e.,
IVA tJ cre" SkrL&r Miami ShDqs, g3t3 2s-OZ*
Interest in property: FZeSk
Name and address of fee simple titleholder:
4. Contractor's name and address: SUAKci vn NrykriolOvv 1-eah fl (T) 0 ,® lit&.
A q i 101p J2.„ 1 -7
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address: KJ
ST'
E. OF Fl_
BY C
RIDA, COM'?
!FY that ;''s
KETE
oft,
a 011
4. A. -Jiro
mar• III Ewa:77i
served as pin
7. Persons within the State of Florida designated by Owner upon whom notices or o
(1) (a) 7., Florida Statutes:
Name and address:
4
wets
I ' I
D.C.
0
, m ovaWAI0
by Section 713.13
81n addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in 4. son.-7.13.13 (1)
(b) 7., Florida statutes: N113%
Name and address:
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
Signature of Own
Print Owner's NamX5-u col, R.; 1/4.4
470'
Sworn to and subscri ,or;; before me this 040 day of 4714450 6)9.
Notary Publi
Print Notary'
My Co
Prepared by: AN ttioia CAncei
Address: VW3t4 Ska UP Ave,
vAvall I .VL 72,7)151 .
Form 104
MARIA E. LOPEZ, P.E.
License Florida No 60157
626 SW 63rd Avenue, Miami Fl
PHONE (786) 380 .0734
Sue Riley
1104 NE 98 St
Input Data:
Exposure Category
Category
Importance Factor
Enclosure
Basic Wind Speed
Topographic Factor
Directionality Factor
Internal Pressure Coeff.
Building Height to Ridge
Building Height to Eave
Building Length
Building Width
Open. 1
Open. 2,9,11
Open. 3,13
Open. 4,10,12
Open. 5,7,8,14
Open 6
Velocity Pressure:
qt.= 0.00256 Kz Kzt Kd f2 I psf =
Where qh = Velocity Pressure at Height H in psf
Kz = Velocity Pressure Exposure Coeff. At Height z
qz = Velocity Pressure at Height Z in psf
I =
Enclosed /Partially
V =
Kzt =
Kd =
C
II
1.00
GCpi
hr
he
L
B
91
37
69
74
74
37
48.14 psf
C&C Wind Pressures:
p = Rz[(GCP) - (GsP)I psf
a = edge strip = Max[Min(0.1 B4O.1 L),3] _
Enclosed
mPh
146
1.00
1.00
± 0.18
18
10
100i
45
63
38
50
50
63
63
ft
ft
ft
in •
in
in
in
in
in
hr
B
Roof Slope, 3 = 19.6 Degrees
Mean Roof Height, h = 14 ft
MOMEWMIt
JUL 2 5 2001
BY: __----- - - - - -e
5 ft
Wail Member
Effective Area
sq ft
Z
ft
Kz
qz
Psf
GCp
positive
GCp
negative
Zones
Zone 4
Zone 5
Open. 1
39.8
15
0.85
46.333
0.89
-0.99
-1.19
Open. 2,9,11
9.8
15
0.85
46.323
1.00
-1.10
-1.40
Open. 3,13
24.0
15
0.85
46.33
0.93
-1.03
-1.27
Open. 4,10,12
25.7
15
0.85
46.33
0.93
-1.03
-1.26
Open. 5,7,8,14
32.4
15
0.85
46.33
0.91
-1.01
-1.22
Open 6
16.2
15
0.85
46.33
0.96
-1.06
-1.33
DESIGN WIND PRESSURES
• • •
• •
0„ • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••
•••
•
•
•
•
0040
••• •
• •
• •
• •
• • •
0• ••
• •
l
1
.
positive
negative
I sIiive
negative
Qpens= • • • - • •
•
•
• - 49.76
-54.39
49.76
-63.38
e. l?sz,s'i: '1.'1',
:
• •
54.67
-59.30
54.67
-73.20
Open. 3,13
51.56
- 56.19
51.56
-66.99
Open. 4,10,12
:1.31
- 55.95
51.31
-66.49
•Or 5;7,$!1¢ s •;
.
•
• 50.49
-55.13
50.49
-64.85
• •O ex 6, I'd.. •• •
4.
:61E96
-57.59
52.96
-69.77
• • •
• •
0„ • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
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•••
•
•
•
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0040
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1
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• • • •••
• • • • •
••• • • • •
••• • •
• •• ••
• • • •
• • •
• • •
••• • •
Supporting Documents
Submito'copiesaf theittlodigg dottmeibts and any amendment(s) thereto) along with the attached affidavit. All copies must be legible
and be tniea ni compi&te'cppies of'tae $ritinals. Failure to submit the required supporting documents with the affidavit or the $75.00
certification rfee shaikresult =n the return of the certification application.
1. ALL ti.PPLJE.ANLS •
1. Copies of tospcuaC?l ecjp?al Tax Returns including all schedules for the previous three (3) years (for sole proprietorships:
• • imavi iuwl tax fetrint$). •
2. Copies of any agreements between owners or between owners and third parties that restrict or change ownership or control
of the company.
3. Copy of any current Dade County and municipality occupational license.
4. Copies of State or other licenses or professional registrations and Dade County technical certifications (for A/E firms).
5. Copy of picture I.D. (e.g., driver's license, passport, etc.) of owners(s), managing partner(s), major stockholders, and
qualifiers or license holders for construction and other professional firms.
6. Copy of resume(s) of all stockholders, partners, owners, qualifiers, and other key staff members.
7. Copy of purchase or rental agreements for all equipment.
8. Copy of previous and updated lease /sublease agreement or purchase agreement for office space.
9. Copy of blank company check.
I 0. Copy of proof of capital invested for startup capital and/or acquired percentage of ownership.
I 1. Copy of birth certificate, passport, or naturalization papers for owners, managing partners, all stockholders, qualifiers, and
license holders.
12. Copies of utility bills, i.e. telephone, water and electric.
13. Copy of loan agreements) for money borrowed during the past 12 months.
14. Bank Resolutions for account(s) established during the past 12 months (for Sole Proprietorship, signature cards).
15. If SBA 8(a) approved, submit approval letter.
16. Listing of major equipment acquired during the past 12 months.
17. Application fee of $75.00 in check or money order payable to the "Board of County Commissioners"
18. Completed CBE /CSBE Personal Net Worth Affidavit (for CBE and/or CBSE certification.)
19. Completed "State of Florida Disadvantaged Business Enterprise Program Personal Statement of Net Worth" form along
with copies of owner(s) individual tax returns for the last 2 years (for DBE certification.)
11. CORPORATIONS
1. Copy of Articles of Incorporation.
2. Copy of minutes of first corporate meeting.
3. Copy of bylaws (if bylaws not available, please provide an affidavit).
4. Copy of specimen stock certificate, those issued and the next two unissued stock certificate(s).
5. Copy of stock ledger sheets verifying issued stocks.
111. CORPORATIONS
General contractors and contractors in specific construction trade categories must submit copies of the following licenses:
1. State of Florida Contractors license with the company name and current address.
2. Dade County Certificate of Competency with company name and current address.
3. Letter or certificate from bonding companies stating applicant's current bonding capacity (if bonded).
4. Completed CSBE Applicant Supplemental form (if applying for small business enterprise certification).
N. LOCAL BUSINESS IN DADE COUNTY
1. For County employees, attach copy of legal opinion from the County Attorney's Office regarding conflict of interest relative to
contractual agreements with Dade County.
2. Register as a vendor with Dade County Procurement Management (305) 375 -5773.
Page 1 of 2
FLORIDA BUILDING CODE, 2004
DESIGN PRESSURES FOR COMPONENTS & CLADDING
CALCULATIONS CONFORM WITH ASCE 7 -05
Building Information
Job Information
Wind Velocity (mph): 146
Importance Factor. 1.00
Exposure Category: C
Directionality Factor (lid): 1.00
Internal Pressure Coefficient '+/-`: 0.18
Mean Roof Height (ft): 12
Building Width (ft): 49
Building Length (ft): 48
Roof Slope (x:12): 12
Width of End Zone (ft): 4.8
Calculations Type: WALL OPENINGS
Job Number 2007 -142
Company Name: SOUTHERN WINDOW TECH
Prepared By A THOMPSON
Date/Time: 7/19/2007 1:29:07 PM
Client Name: RILEY
Job Description: NON IMPACT WINDOWS
Si9i
Opening
Mark
Opening Desc
Location
Zone
Opening Elev.
(ft)
Opening Width
(in)
Opening Height
(in)
Max + Pres.
(psi)
Max - Pres.
(psi)
1
HORIZONTAL
ROLLER
4
4
92
63
49.7
-54.3
2
HORIZONTAL
ROLLER
4
4
37
39
54.7 -59.3
3
HORIZONTAL
ROLLER
4
4
70
51
51.4
-56.1
4
HORIZONTAL
ROLLER
4
3.5
74
51
51.2
-55.9
5
HORIZONTAL
ROLLER
4
4
75
63
50.4
-55.1
6
PICTURE WINDOW
4
4
L 37
63
52.9
-57.6
7
HORIZONTAL
ROLLER
4
4
74
63
50.5
-55.1
8
HORIZONTAL
ROLLER
4
4
74
63
50.5
-55.1
9
HORIZONTAL
ROLLER
4
4
37
39
54.7
-593
10
HORIZONTAL
ROLLER
4
4
74
51
51.2
-55.9
11
HORIZONTAL
ROLLER
4
4
37
39
54.7
-59.3
12
HORIZONTAL
ROLLER
4
3.5
74
51
51.2
-55.9
13
HORIZONTAL
ROLLER
4
4
69
51
51.5
-56.1
14
HORIZONTAL
ROLLER
4
4
74
63
50.5
-55.1
•• ••• • •
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file: / /C:\Program Files \Structures International \SUE RILEY 07 19 07.html 7/19/2007
4
WALLS OF ALL BUILDING HEIGHTS
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Page 2 of 2
file: / /C:\Program Files \Structures International \SUE RILEY 07 19 07.html 7/19/2007
V.IS Cr1 -1 )
IFOTEVE
la JUL 2 6 AO/
BY:
MIAMI
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
TRA
71 Pr
Cran
Sco
This
ma
and a
whe
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.buldingcodeonline.com
the applicable rules and regulations governing the use of construction
submitted has been reviewed by Miami -Dade County Product Control Division
of ales and Appeals (BORA) to be used in Miami Dade County and other areas
alio Auto, 'ty Having Jurisdiction (AHJ).
This NOA 3 ' n &be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
Leserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Diykion that this product or material fails to meet the requirements of the applicable building code.
produdtil ap iroved as described herein, and has been designed to comply with the Florida Building
including the High Velocity Hurricane Zone.
DESCRIPTI4N?Series 2100 Aluminum Fixed Window
,APPROVALUICLIMENT: Drawing No. 04-113 -0003, titled "Series 2100 Aluminum Fixed Window -
'NbntImpactles'isiant ", sheets 1 through 3 of 3, dated 05/03 /04 with revision "4" dated 12/09 /05, prepared by
rf
.ank:L. Berri rcfo P.E., Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo, P.E., bearing
the Miami -I) e, cpunty Product Control Renewal stamp with the Notice of Acceptance number and
expiration ditelb the Miami -Dade County Product Control Division.
MISSSILE ACT RATING: None`
pLING! Eacfi unit shall bear a permanent label with the manufacturer's name:
TRACO Security (TRACO)
71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72°° Avenue
Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166
and the following statement: "Miami -Dade County Product Control Approved ".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 05- 0812.03 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.
NOA No. 07-0309.01
Epiration Date: April 25, 2008
Approval Date: May 10, 2007
Page 1
TRACO Security Windows and Doors, Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 04- 113 -0003, Sheets 1 through 3 of 3, titled "Series 2100 Aluminum
Fixed Window - Non - Impact Resistant ", dated 05/03/04 with revision "4" dated
12/09105, prepared by Frank L. Bennardo, P.E. Consulting Engineers, signed and
sealed by Frank L. Bennardo, P.E.
B. TESTS
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
along with installation diagram of a series "2100 Aluminum Fixed Window"
aluminum fixed picture window prepared by Fenestration Testing Laboratory, Inc.,
report No. F fL -1298, dated September 26, 1995, signed and sealed by Jamil Kuri,
•• • P.E.
• mined under NOA # 04-0819.01
•
• •' (SZib )
• •••• • 2 � • Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
• • • 2) Uniform Static Air Pressure Test, Loading FBC, TAS 202 -94
•
• ▪ • • • " • • 3) Water Resistance Test, per FBC, TAS 202 -94 • •
. • ; ;ong with installation diagram of a series "2100 Aluminum Fixed Window"
•
• • • • • • • .. akiminum fixed picture window prepared by Fenestration Testing Laboratory, Inc.,
• • • :report No. FTL -1228, File No. 95 -128, dated September 27, 1995, signed and sealed
• • • • • "B ' Yamil Kuri, P.E.
•
• : •( omitted under NOA # 04-0819.01)
• •;;,,• 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
along with installation diagram of a series "2100 Aluminum Fixed Window"
aluminum fixed picture window prepared by Farabaugh Engineering and Testing, Inc.,
report No. FET- 04004, dated March 10, 2004, signed and sealed by Daniel G.
Farabaugh, P.E.
(Submitted under NOA # 04-0819.01)
Manuel P
Product Control a: r
NOA No. 07-0 rI ".01
Expiration Date: April 25, 2008
Approval Date: May 10, 2007
E -1
TRACO Security Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Revised Anchor Calculations, and structural analysis, complying with FBC 2004,
prepared by Frank L. Bennardo, P.E. Consulting Engineers, dated 07/13/05, signed
and sealed by Frank L. Bernardo, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
• 1. Statement letter of conformance, dated July 13, 2005, signed and sealed by Frank L.
•
• • Bennardo P.E.
• • • • • • • 2.: • • • ` 'tttement letter of no financial interest, dated July 13, 2005, signed and sealed by •
• • •
••• • . Frank L. Bennardo, P.E.
• . • 3. : •: Statement letter from manufacturer stating that the product has not changed and
• •
• • • • . "testing a One -Year Renewal to allow the time to perform a verification test, dated
• • �g ruary 16, 2007, signed by John Heinlein, TRACO Testing Coordinator.
• . • • • • .: 4. • • „Lefter from laboratory confirming manufacturer has contracted and scheduled
. .. • verification tests, issued by Farabaugh Engineering and Testing, Inc., dated January
.
• • • • 24,'2007, signed by Patrick Farabaugh, P.E. Vice President.
• . •.. •
• C." ` • OTILER
1.
Notice of Acceptance No. 05- 0812.03, issued to TRACO Windows & Doors for their
"Series 2100 Aluminum Fixed Window — Non - Impact ", approved on 02/02/06 and
expiring on 04/25/07.
E -2
Manue Perez,
Product Control
NOA No. 07 -03 i' . i 1
Expiration Date: April 25, 2008
Approval Date: May 10, 2007
`7:cr_�
a �
JUL 2 b 2001
BY : -- ...... ®a°--
MIAMI•___
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
rr�*�ws and Doors, Inc.
A eraue\
A 16066
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.buldingcodeonline.com
r s ruder the applicable rules and regulations governing the use of construction
1 e 1'on submitted has been reviewed by Miami -Dade County Product Control Division
i o r of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
c'd the Authority Having Jurisdiction (AI-1J).
This 0 al not be Valid after the expiration date stated below. The Miami -Dade County Product Control
Division On Miami Dade County) and/or the AlU (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 AI-U may
•i nmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
:retfigv,ps the.rigbi to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Qiy, Sion that As product or material fails to meet the requirements of the applicable building code.
'Tbys4froduct.is approved as described herein, and has been designed to comply with the Florida Building
Cade, incluc.Ga4 rla High Velocity Hurricane Zone.
:D RIPTJ 3T Series 2100 Aluminum Horizontal Sliding Window
'A���9'14ROVAL'fii UMENT: Drawing No. 04 -113 -0004, titled "Series 2100 Aluminum Horizontal Sliding
• s IMdQW - N4 I'ipact Resistant ", sheets 1 through 6 of 6, dated 05/07/04 with revision "1" dated 07/25/05,
prepared by l���rkkl.. Bennardo, P.E., Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo,
P.L., bearingtJljami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
find. xpiratioji dI,tt by the Miami -Dade County Product Control Division.
MISSILE iN411'A4T RATING: None
s •
ISAVELING: Each unit shall bear a permanent label with the manufacturer's name:
TRACO TRACO Security (TRACO)
71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72nd Avenue
Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166
and the following statement: "Miami -Dade County Product Control Approved ".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 05- 0812.04 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.
NOA No. 07- 0309.02
Expiration Date: April 29, 2008
Approval Date: May 10, 2007
Page 1
TRACO Security Windows and Doors, Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 04- 113 -0004, Sheets 1 through 6 of 6, titled "Series 2100 Aluminum
Horizontal Sliding Window - Non - Impact Resistant ", dated 05/07/04 with revision "1"
dated 07/25/05, prepared by Frank L. Bennardo, P.E. Consulting Engineers, signed
and sealed by Frank L. Bennardo, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window(XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report
• •••• • ••• •, •N o, FTL -1859, dated January 5, 1998, re- issued on 2/20/98, signed and sealed by
• Gilbert Diamond, P.E.
•
• • • • • : • :((Srnbmitted under NOA #04- 0518.01)
•
2. .••TLSt reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
••• • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
• • • • ▪ • • • • • • • • • •. • • 3) Water Resistance Test, per FBC, TAS 202 -94
• 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
• • •
• • • •'tlt •hg with marked -up drawings and installation diagram of an aluminum horizontal
• "' • .stilling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report
• •,,,,• No. FTL -1944, dated February 20, 1998, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA #04- 0518.01)
3. 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
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Farabaugh Engineering and Testing, Inc., Test Report
No. FET- 04003, dated March 26, 2004, signed and sealed by Daniel G. Farabaugh,
P.E.
(Submitted under NOA #04- 0518.01)
E - I
Mamie Perez
Product Control Exa
NOA No. 07 -03
Expiration Date: April 29, 2008
Approval Date: May 10, 2007
TRACO Security Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Revised Anchor Calculations, and structural analysis, complying with FBC 2004,
prepared by Frank L. Bennardo, P.E. Consulting Engineers, dated 07/19/05, signed
and scaled by Frank L. Bennardo, P.E.
Complies with ASTM E1300 -98
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, dated May 14, 2004, signed and sealed by Frank L.
• •• Bennardo P.E.
•
• • • • 2. • •S�t�tement letter of no financial interest, dated May 14, 2004, signed and sealed by
•••• •
• Frank L. Bennardo, P.E.
•
. 3. ••:&atement letter from manufacturer stating that the product has not changed and
• • • •••. ."t!4uesting a One -Year Renewal to allow the time to perform a verification test, dated
• • ..�i'•; ruary 16, 2007, signed by John Heinlein, TRACO Testing Coordinator.
• •• •„ • 4. •..I.Qtter from laboratory confirming manufacturer has contracted and scheduled • • . ...verification tests, issued by Farabaugh Engineering and Testing, Inc., dated January
• ••'24,•2007, signed by Patrick Farabaugh, P.E. Vice President.
• • ••• •.
•
v••••OTaR
••••
1.
Notice of Acceptance No. 05- 0812.04, issued to TRACO Windows & Doors for their
"Series 2100 Aluminum Horizontal Sliding Window ", approved on 11/03/05 and
expiring on 04/29/07.
E -2
41.1 •... -•.1
r /t / -
Manuel Perez,4iiit
Product Control Exa
NOA No. 07 -030'
Expiration Date: April 29, 2008
Approval Date: May 10, 2007
1 \I (EY
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8
SERIES 2100 HORIZONTAL SLIDING WINDOW
(NON- IMPACT RESISTANT)
SURFACE - APPLIED
MUNTINS (OPTIONAL)
FRAME WIDTH
—VENT WIDTH --•
VENT D.L.O. I- -FIXED D.L.O. --11
VENT
—r-
6 1/4" MAX (TYP AT
HEAD /SILL CORNERS)
GENERAL NOTES:
1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY
HURRICANE ZONE) AND HVHZ TEST PROTOCOLS TAS 201, 202 & 203.
2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC
BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4) MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY
BCCO - APPROVED STRUCTURAL MULLIONS (e.g. NOA #01- 1218.01 OR
#01- 1218.02).
5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT
FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR
REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR
USE IN CONJUNCTION WITH THIS DOCUMENT.
6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.
7) ALL WINDOWS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY
APPROVED IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS.
8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR
PLATED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE.
6 1/2" MAX (TYP
AT JAMB CORNERS
12 1/2"
O.C. MAX
AT IAMBS
SURFACE - APPLIED
MUNTINS (OPTIONAL) -
FRAME HEIGHT
1'
VENT HEIGHT
C
LZ
w
VENT WIDTH --}
I —VENT D.L.Q.— ► —FIXED D.L.O. —=I
A
l' I
FRAME WIDTH
+ VENT WIDTH
VENT D.L.O. 1
i ;
II
II
II
II
-6' MAX
/,
___ zx = r = =
7" MAX (TYP AT
HEAD /SILL CORNERS)
TYPICAL ELEVATIONS
1/2" = 1' -0"
DSB -ANN,
OSB-ANN, 3/16" ANN, OR
3/16" ANN, OR 3/16" TEMP
3/16" TEMP GLASS (VENT)
GLASS (FIXED)
5/16' MIN
GLASS BITE
r SCHNEE
MOREHEAD
5555
GLAZING
COMPOUND
16 1/2"
rMAX TYP
1/8" ANN OR 1/8° TEMP GLASS
(INBOARD & OUTBOARD LITES
ARE IDENTICAL), VENT & FIXED
1/4" CONTINUOUS
METAL SPACER
7" MAX
16 1/2"
O.C. MAX
AT JAMBS
1
FRANK L BENNARDO, P.E.
PRODUCT RENEWED
•s plying with the Plants
Bolding com code
Acceptance No • -0 0' . a
SCHNEE MOREHEAD 5555
GLAZING COMPOUND
3/8" MIN
GLASS BITE
GLAZING OPTIONS
" =
nomucr WNW
i!Mpt Ilr of Huth
Iy .• S. a
/l 1
04'
0
0
2
L7
10
4 a
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12 ea N
oaN
;Ti
;
ES 2100 ALUMINUM HORIZONTAL SLID
NON - IMPACT RESISTANT
z
nU
U
bi
04413 -0004
PAGE SCALE
DESCRIPTION:
•
••
• •
• • •••
•
•
•
.•
••
•
•
••••.•
• •
••
•
•
••••
•
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• • •
•.• •
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• •• OS
• • •
• •i
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• • .6
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• •• ••••
• • • � 8
• • • •••. it
• •
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•
••
• •
• •••
3
2
8
LO 'MTG RAIL" INDICATES NUMBER OF ANCHORS AT VERTICAL MEETING RAIL LOCATIONS AT HEAD OR SILL (EACH)
°TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL (INCLUDES 'MTG RAIL" ANCHORS)
NUMBERS IN '( )' INDICATE TOTAL NUMBER OF ANCHORS AT EACH JAMB
DESIGN LOAD CAPACITY - (PSF)
LOAD CAPACITY - (PSF)
or 'OXO' CONFIGURATIONS
'XO' OR 'OX' CONFIGURATIONS
WINDOW
WIDTH
(in)
WINDOW
HEIGHT
(in)
TOTAL c
MTG 0 0
n.
RAIL
STANDARD SILL
SILL WITH RISER
DS8 ANN 3/16" ANN
3/16' TEMP
1/2" INSUL
DS8 ANN
3/16" ANN
' TEMP
1 2" INSUL
POS
(Psi)
NEG
(Psf)
POS
(Psi)
NEG
(Psi)
POS
(Psi)
NEG
(Psi)
POS
(Psf)
' NEG
(Psi)
POS
(Psi)
53.33
I NEG
1 (Psi)
160.51
P05
(Psi)
53.33
NEG
(Psi)
T
160.51
POS
(Psi)
53.33
I NEG
(Psi)
60.51
,172.44
P05 NEG
(Psi) (Psi)
53.33 ;160.51
26 1/2
37
53 1/8
60
74
26
(2)
4
6
2
44.00
160.51
44.00
160.51
44.00
160.51
44.00
160.51
2
44.00
125.00
44.00
172.44
44.00
172.44
44.00
172.44
53.33
125.00
53.33
172.44
53.33
53.33
172.44
8
2
44.00
91.60
44.00
160.13
44.00
160.13
44.00
160.13
53.33
91.60
53.33
160.13
53.33
160.13
53.33
160.13
8
2
44.00
83.80
44.00
141.78
44.00
141.78
44.00
141.78
53.33
83.80
53.33
141.78
53.33
141.78
53.33
141.78
8
2
44.00
66.60
44.00
112.00
44.00
114.96
44.00
114.96
53.33
66.60
53.33
112.00
53.33
114.96 53.33 114,96
261/2
37
53 1/8
60
74
38 -3/8
(3)
4
2
44.00
108.75
44.00
108.75
44.00
108.75
44.00
108.75
53.33
108.75
53.33
108.75
53.33
108.75
53.33
108.75
7
3
44.00
75.30
44.00
133.47
44.00
133.47
44.00
133.47
53.33
75.30
53.33
133.47
53.33 /33.47
53.33
133.47
7
3
44.00
64.20
44.00
94.93
44.00
94.93
44.00
94.93
53.33
64.20
53.33
94.93
53.33 94.93
53.33
94.93
7
3
44.00
60.50
44.00
84.05
44.00
84.05
44.00
84.05
53.33
60.50
53.33
84.05
53.33 84.05
53.33
84.05
9
3
- --
- --
44.00
82.90
44.00
87.62
44.00
87.62
- --
- --
53.33
82.90
53.33 1 87.62
53.33
87.62
261/2
37
53 1/8
60
74
504 /8
()
4
2
44.00
82.44
44.00
82.44
44.00
82.44
44.00
82.44
53.33
82.44
53.33
82.44
53.33 82.44
53.33
82.44
7
3
44.00
60.50
44.00
93.96
44.00
93.96
44.00
93.96
53.33
60.50
53.33
93.96
53.33 93.96
53.33
93.96
7
3
44.00
44.00
44.00
71.96
44.00
71.96
44.00
71.96
44.00
44.00 53.33
71.96
53.33 71.96
53.33
71.96
7
3
- --
- --
44.00 ,
63.72
44.00
63.72
44.00
63.72
- --
- -- 53.33
63.72
53.33 ; 63.72 ;
53.33
63.72
9
3
- --
- -- .
44.00
60.50
44.00
60.50
44.00
60.50
- --
--- 1 53.33
60.50
53.33
60.50
53.33
60.50
26 1/2
37
53 1/8
60
74
63
4
2
44.00
47.27 i
44.00
66.24
44.00
66.24
44.00
66.24
47.27
47.27 T 53.33
66.24 '
53.33
66.24
53.33
66.24
7
3
34.44
34.44
44.00
72.32
44.00
72.32
44.00
72.32
34.44
34.44 , 53.33
72.32
53.33 72.32
53.33
72.32
7 3
--
-- -
44.00
54.45
44.00
54.45
44.00
54.45
- --
- -- ' 53.33
54.45
53.33 54.45
53.33 54.45
(4 )
7 „3
9
- --
- -- r 44.00
49.94
44.00
49.94
44.00
43.59
49.94
43.59
- --
- --
--- { 49.94
--- 1 43.59
49.94
43.59
49.94 49.94
43.59 43.59
49.94 49.94
43.59 1 43.59
3
- --
- -- ; 43.59
43.59
43.59
43.59
LO 'MTG RAIL" INDICATES NUMBER OF ANCHORS AT VERTICAL MEETING RAIL LOCATIONS AT HEAD OR SILL (EACH)
°TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL (INCLUDES 'MTG RAIL" ANCHORS)
NUMBERS IN '( )' INDICATE TOTAL NUMBER OF ANCHORS AT EACH JAMB
LOO "MTG RAIL' INDICATES NUMBER OF ANCHORS AT VERTICAL MEETING RAIL LOCATIONS AT HEAD OR SILL (EACH)
(- -Oi "TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL (INCLUDES 'MTG RAIL" ANCHORS)
NUMBERS IN "( j" INDICATE TOTAL NUMBER OF ANCHORS AT EACH IAMB
[GLASS WIDTHS OF ALL FIXED AND
OPERABLE LITES SHALL BE EQUAL
OX
XO
OXO
XOX
APPROVED
CONFIGURATIONS
• N.T.S.
PRODUCT IM MO
as evaplybe with the Tit
Winn Omit
AmpusM° N3
Es i.*s
J.
EY
taw
rs
acs PeeRsst
rust
m'J r
tg
it ...tab
FRANK L. SENNARC)0, P.E. '
titt111
04
. •
U'
m
0 0
ZN
WO
Z
Z
d
U.
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U.
LL
NG WINDO
a
N
J
OW
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0
f
Z
f O
- Z
a
0
to
to
Ui
w
N
OLL
z
LL
U
04- 113 -0004
PAGE SCALE:
DESCRIPTION:
DESIGN
LOAD CAPACITY - (PSF)
or 'OXO' CONFIGURATIONS
'XOX'
WINDOW
WIDTH
(in)
WINDOW
HEIGHT
(in)
MTG p p
RAIL fn T
STANDARD SILL
SILL WITH RISER
3/16° ANN
3 16' TEMP
' 1/2" INSUL
3/16" ANN I 3/16' TEMP
L"
POS
(Psi)
INSUL
NEG
(Psi)
POS
(Psi)
NEG
(Psi)
P05
(Psi)
NEG
(Psi)
P05
(Psi)
NEG
(Psi)
POS
(Psi)
NEG
(Psi)
' P05
(Psi)
NEG
(Psi)
75
85
97
109
111
�Z)
12
12
12
12
12
2
2
2
2
• 2
44.0
44.0
44.0
44.0
44.0
180.0
152.0
132.0
115.0
112.0
t t.t t
o c
.O :O
163.8
150.1
131.6
117.1
115.0
44.0
44.0
44.0
44.0
44.0
163.8
150.1
131.6
117.1
115.0
53.3
53.3
53.3
53.3.
53.3
163.8
150.1
131.6
115.0
112.0
53.3
53.3
53.3
53.3
53.3
163.8
1.50.1
131.6
117.1
115.0
53.3
53.3
53.3
53.3
53.3
163.8
150.1
131.6
117.1
115.0
75
85
97
109
111
38 -3/8
•
(3)
11
11
11
•
11
11
3
3
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44.0
44.0
44.0
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92.7
88.0
83.9
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44.0
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53.3
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44.0
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69.6
61.9
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53.3
53.3
53.3
53.3
53.3
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69.6
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55.1
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53.3
53.3
53.3
53.3
53.3
75.5
69.6
61.9
55.1
54.1
53.3
53.3
53.3
53.3
53.3
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69.6
61.9
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85
97
109
111
63
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11
11
11
11
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3
3
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44.0
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72.0
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44.0
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- --
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44.0
44.0
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57.0
52.0
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52.0
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...
LOO "MTG RAIL' INDICATES NUMBER OF ANCHORS AT VERTICAL MEETING RAIL LOCATIONS AT HEAD OR SILL (EACH)
(- -Oi "TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL (INCLUDES 'MTG RAIL" ANCHORS)
NUMBERS IN "( j" INDICATE TOTAL NUMBER OF ANCHORS AT EACH IAMB
[GLASS WIDTHS OF ALL FIXED AND
OPERABLE LITES SHALL BE EQUAL
OX
XO
OXO
XOX
APPROVED
CONFIGURATIONS
• N.T.S.
PRODUCT IM MO
as evaplybe with the Tit
Winn Omit
AmpusM° N3
Es i.*s
J.
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FRANK L. SENNARC)0, P.E. '
titt111
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04- 113 -0004
PAGE SCALE:
DESCRIPTION:
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6 �C A
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TYPICAL ANCHORS (SEE ELEVATION
ON Si FOR SPACING/LOCATIONS)
4
lx OR 2x WOOD BUCK (OPTIONAL
AT HEAD, SILL, OR JAMBS)
INTERIOR
VENT D.L.O.
EXIST. CONC, HOLLOW BLOCK,
OR WOOD STRUCTURE -
1/4° MAX
SHIM
TYPICAL ANCHORS (SEE ELEVATION
ON Si FOR SPACING/LOCATIONS)
SINGLE GLAZED •
VERTICAL SECTION
6 " =1' -0"
WOOD BUCKS, NOT BY TRACO,
MUST SUSTAIN LOADS IMPOSED
BY GLAZING SYSTEM AND
TRANSFER THEM TO THE
BUILDING STRUCTURE.
MATERIALS LIST
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLIER/REMARKS
1
050 -00 -366
1
FRAME HEAD
6063 -T6
-
2
050 -00 -220
1 FRAME SILL
6063 -T5
-
i 3
050- 00-367
2
FRAME JAMB
6063 -T6
-
4
050 -00 -119
1/ VENT
FIXED RAIL 6063 -T6
5
051 -00 -165
1/ VENT
VENT MEETING RAIL
6063 -T6
6
050 -00 -160
2/ VENT
TOP AND BOTTOM RAIL
6063 -T6
-
7
051 -00 -102 1/ VENT
JAMB STILE 6063 -T6
-
8
- LAS REQD.
FRAME ASSEMBLY SCREW
-
#8 X 3/4" P.H. PHILLIPS SMS
9
004 -00 -008 I -
GLAZING BEAD ALUMINUM
ROLL FORMED
10
-
AS REQD.
FIX. RAIL SILL SCREWS
-
#8 X 2" SMS
10A
-
AS REQD. FIX. RAIL HEAD SCREWS
-
#8 X 1" SMS
11
-
AS REQD.
VENT ASSEMBLY SCREWS
-
#10 X In P.H. SMS
12
051 -00 -353
-
SILL ADD -ON RISER
6063 -T6 � -
- SECURITY
13
-
2/ VENT
PLASTIC ROLLERS IN PLASTIC HOUSING
14
-�
2/ VENT
AS READ.
SWEEP LOCK AT 6 -3/4" FROM ENDS
BULB WEATHERSTRIPPING (.156 X .300) ,
-
VINYL
SECURITY
WIBORG #9814
15
046 -00 -050
16
046 -00 -017
AS REQD. FLAP WEATHERSTRIPPING (.210 X.490) VINYL
WIBORG #2189
17
046-00 -030
AS REQD.
FLAP WEATHERSTRIPPING (.170 X .450)
VINYL
WIBORG #2205
18
046-00-0387–AS REQD.
FLAP WEATHERSTRIPPING (.185 X .500)
VINYL
WIBORG #2188
19
j 047 -00 -001 ! AS REQD.
PILE WITH FIN SEAL (.187 X .170)
-
AMESBURY #17317 -187
20
-
AS REQD.
2" X 1 -1/4" X 1/8" PLATE
6063 -T5
BELOW EACH FIX. MTG. RAIL
21
046 -00 -300
-
PVC GLAZING BEAD PVC
-
22
AS REQD.
1/4" CONTINUOUS METAL SPACER I -
-
TYPICAL ANCHORS:
1) 3/16" TAPCONS (BY ELCO OR ITW) OR EQUIV CONC
ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE.
- INTO 2x WOOD BUCKS OR WOOD STRUCTURE
(1 -3/8" MIN PENETRATION INTO WOOD).
- THRU lx WOOD BUCKS INTO MASONRY OR
DIRECTLY INTO MASONRY (1 -1/4" MIN EMBED
INTO CONCRETE OR MASONRY).
ANCHOR NOTES:
1) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS.
2) WOOD BUCKS (NOT BY THIS MANUFACTURER) SHALL BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
3) WOOD BUCKS AND /OR HOST STRUCTURE SHALL BE "SOUTHERN
PINE" G =0.55 OR GREATER DENSITY.
4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN.
MINIMUM EDGE DISTANCE AND EMBEDMENT TO BASE STRUCTURE
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
5) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO
ADEQUATE WOOD FRAMING MEMBERS.
SEALANT
. ALL FRAME AND VENT CORNERS AND HEADS OF
INSTALLATION SCREWS AT SILL SHALL BE SEALED
WITH SCHNEE MOREHEAD 5504 SEALANT.
WEEPHOLES:
(3) 1" x 3/8" WEEPHOLES ("WV) PER VENT SILL AT
5" FROM VENT ENDS AND AT MID - WIDTH.
PRODUCT MEWED
es cztviyLn with the Roe*
Wit
PRODUCT REVM
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0
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TYPICAL ANCHORS /
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0,
a
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— VENT D.L.O.
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NOTE:
XO CONFIG SHOWN,
OX CONFIG OPPOSITE
INTERIOR
VENT WIDTH
•. VENT D.L.O. -4
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
TYPICAL ANCHORS
(SEE ELEVATION ON
SI FOR SPACING)
EXISTING CONCRETE,
HOLLOW BLOCK, OR WOOD
STRUCTURE
EMBED 4
4
EXTERIOR
r- -FIXED D.L.O.
FRAME WIDTH
SINGLE GLAZED (XOX)
HORIZONTAL SECTION
4=V -0"
4
a
nsa
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
TYPICAL ANCHORS
(SEE ELEVATION ON
Si FOR SPACING)
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• 0.045"
I� 0.062"
.450'
0.750" --{ 1.095" -4
-r
N
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-0.450"
0.062"
0.078"
2.124" -4
0
N
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N N
L
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0.562"
0.750"
0.062' _r
0.936"
1.187" -4
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SILL RISER
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04- 113 -0004
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1
I
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■-EMBEED
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= 1. -0"
VENT WIDTH
NOTE:
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OX CONFIG OPPOSITE
VENT WIDTH
Q
EXISTING CONCRETE,
HOLLOW BLOCK, OR WOOD
STRUCTURE
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
4 TYPICAL ANCHORS
(SEE ELEVATION ON
Si FOR SPACING)
°
/- EXISTING CONCRETE,
/ HOLLOW BLOCK, OR WOOD
STRUCTURE
►- - VENT D. L. O. ---t
Ii
INTERIOR
VENT D.L.O.
1x OR 2x W000 BUCK
(OPTIONAL AT HEAD,
4 SILL, OR IAMBS)
TYPICAL ANCHORS /
(SEE ELEV ON S1 FOR /
SPACING)-
1 EMBED
4N
4 \- TYPICAL ANCHORS
\ (SEE ELEVATION ON
SI FOR SPACING)
SCREEN ^ —I
OPTION
L
EXTERIOR
r- -FIXED D.L.O.
s
Q
4
FRAME WIDTH
INSUL. DOUBLE GLAZED (XOX)
HORIZONTAL SECTION
6" = V -0"
EMS
azi* wigs do Thais
4:1 De
PRORIICT REVISED
asplpiag •iw it NE*
X11.
/4 414,..,
DRANK L. BENNAEDO, P.E.
C4$S49
0
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v7 PAGE SCALE
DESCRIPTION.
l
8
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TABLE (1) DESIGN LOAD CAPACITY (PSF)
SERIES 2 100 FIXED WINDOW
(NON- IMPACT RESISTANT)
``���
fps
rRANKL BE NARDO, ^.E.
1
•
•
•
•
•
•
MAX ANCHOR
SPACING
HEAD /SILL I JAMBS
(in) (in)
3/16 "--1 - 3/1&' ,
ANNEALED - 1-EMPEREa
1/2" INSUL.
ANNEALED
1/2" INSUL.
TEMPERED
z-
_r� ��
�-- ■ lik
WINDOW WINDOW
WIDTH HEIGHT
(in) (in)
-
P05
(psf)
NEG
(psf)
POS
(psf)
NEG
(psf)
POS
(psf)
NEG
(psf)
POS
(psf)
NEG
(psf)
4441 NORTH DIXIE HIGHWAY
BOCA RATON, FL 33431
(561) 391 -2888 FAX: (561) 391 -2882
W W W. FLEE NG I N E E R ING. COM
19.13
7.13
7.00
60.0
99.2
70.0
180.6
60.0
99.2
70.0
171.1
26.50
37.00
53.13
26.00
7.25
7.00
60.0
90.6 70.0
164.8
60.0
90.6
70.0
156.2
8.33
7.00
60.0
71.2 70.0
129.4
60.0
71.2
70.0
122.7
MAX FRAME WIDTH
10.28 7.00
60.0
61.1
70.0
111.2
60.0
61.1
70.0
105.4
19.13 26.50
38.375
7.13 8.79
60.0
83.6
70.0
152.0
60.0
83.6
70.0
144.1
1 DAYLIGHT OPENING
1 �+ 6" TYP AT HEAD
7.25 8.79
60.0
69.2
70.0
125.8
60.0
69.2
70.0
119.3
I I
I & SILL CORNERS
8.33 8.79
60.0
48.9
62.6
48.9
70.0
70.0
113.9
89.1
60.0
48.9
62.6
48.9
70.0
70.0
108.0
84.4
I--
1
37.00
53.13
_
10.28
8.79
{
(
f
II
19.13
26.50
7.13
9.65
60.0
77.4 70.0
140.7
60.0
77.4
70.0
133.4
I I i l l I I
I I i 1 I I
II
7.25 9.65
60.0
61.3 70.0
111.6
60.0
61.3
70.0
105.8
37.00 50.625
53.13
8.33 9.65
51.1
51.1 70.0
93.0
51.1
51.1
70.0
88.1
10.28 9.65
'
45.3
45.3 70.0
82.4
45.3
45.3
70.0
78.1
F t7
r
i a
III - rl - - - ==
71- // I, I I
! I //I I I
H I / /��� II
19.13
7.13 11.25
60.0
75.4
70.0
128.6
60.0
75.4
70.0
128.6
w
26.50
37.00
53.13
57.00
1
1
- _
7.25
11.25
59.0
59.0
70.0
100.6
59.0
59.0
70.0
100.6
8.33
11.25
48.0
48.0
70.0
81.9
48.0
48.0
70.0
81.9
W O
E _
.
Q >-
E 0
_ I I_ - _REF GLAZING _- _-
11 OPTIONS FOR
I; ALLOWABLE
I I GLASS TYPES
IL_ - _ _�I II
- -; r_ ` - -I r - - - I `
I I I I I
I B II II
II Ii
SEE TABLE 1
L
TRACO
Windows & Doors Inc.
71 Progress Avenue
Cranberry Township, PA 16166
Tel: (724) 776 -7000
_
10.28
11.25
42.3
60.0
42.3 70.0
72.1
42.3
42.3
70.0
72.1
FOR MAX
ANCHOR
-
19.13
26.50
63.00
37.00
7.13 10.20
74.0 70.0
134.6 60.0
74.0
70.0
127.6
7.25 10.20
57.3
57.3 70.0
104.3 55.0
55.0
70.0
98.9
SPACING -
8.33 10.20
45.9
45.9 70.0
83.5
45.9
45.9
70.0
79.2
j
6" TYP AT .-I.-,-
53.13_
10.28
10.20
39.1
39.1
70.0
71.1
39.1
39.1
67.3
67.3
�
••19.13
2'6!50
1 • Z•:
7.13 j
10.37
60.0
72.0
70.0
131.0
60.0
72.0
70.0
124.2
7.25
I 10.37
54.5
54.5
70.0
100.3
45.5
45.5
70.0
95.1
j_
JAMB CORNERS
•SR•t�0
• 458!13
5
8.33 10.37
37.9
37.9 70.0
78.6 43.2
43.2
70.0
74.5
I
• i
10.28 : 10.37
34.8
34.8 64.0
100.0 70.0
64.0 34.5
181.9 60.0
34.5
100.0
60.7
70.0
60.7
172.4
-'
` 1
Q4.00 °°°°°°
•• • • •
12.00 12.00
60.0
SURFACE - APPLIED 1
I
L 12.00 12.00
60.0
75.0 70.0
121.5
60.0
75.0 70.0
121.5
• 36.00
• J8 Db
•60.0Q
•
:4100• •
••••
12.00
12.00
60.0
66.7
70.0
108.0
60.0
66.7 70.0
108.0
MUNTINS OPTIONAL SEE TABLE 1 FOR
12.00
60.0
62.5
70.0
101.3
60.0
62.5 70.0
101.3
L
MAX ANCHOR SPACING
•
1 TYPICAL EXTERIOR ELEVATION NOTE:
WIDTH AND LENGTH DIMENSIONS
• • •••• •
• • • •
_12.00
12.00
12.00
60.0
60.0 70.0
97.2
52.4
52.4
70.0
97.2 _,
•7
7 4 00
36.00
o •
• 4$.00
I
12.00 12.00
60.0
75.0 70.0
121.5
60.0
75.0
70.0
121.5
•
12.00
12.00
12.00
60.0
53.3
65.6 70.0
53.3 70.0
108.0
86.4
60.0
1 53.3
66.7
53.3
70.0
70.0
108.0
86.4
CAN BE ORIENTED VERTICALLY OR
3/4' 1' -0'
1 46.014 •
12.00 7
=
1 HORIZONTALLY AS SHOWN ABOVE.
GENERAL NOTES:
• 60'&
• `Pied 0, 1
•
a
12.00 12.00
47.6
47.6
70.0
77.1
47.6
47.6
70.0
77.1
••
12.00
12.00
39.4
39.4
70.0
72.0
44.4
44.4
70.0
72.0
'VIM
36.00
I
12.00
12.00
60.0
66.7
70.0
108.0
60.0
66.7
70.0
108.0
12.00
12.00
53.3
53.3
70.0
86.4
53.3
53.3
70.0
86.4
48.00
60.00
72.00
48.00
12.00 12.00
50.0
50.0
J 70.0
81.0
50.0
50.0
70.0
81.0
1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN
COMPLiANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY
HURRICANE ZONE) AND HVHZ TEST PROTOCOL TAS 202.
2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE PRODUCT RENEWED
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN esco:3pIytrgwitb the HMO
USED FOR WOOD ANCHOR DESIGN. BaidinCee
3) P; SITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE Acccpi: =a.�� Na V - • • " • 0 1
a, -tiaw Date A :7-411V/.. ZOOS
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC P ,�
BASIS IM ACCORDANCE WITH THE GOVERNING CODE. By I//._. !�_
4) MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DADE i► i aCot .
COUNTY BCCO - APPROVED STRUCTURAL MULLIONS (e.g. NOA #01- 1218.01 OR ttl�•i ou
#01- 1218.02). pii�i►C'i
5) TE _ SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE reM.��
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT atit
I,. -I,.� • ��
FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR S ��„ ' .0
REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR
USE IN CONJUNCTION WITH THIS DOCUMENT. /L_AmiliPl
12.00 12.00
41.7
41.7
67.5
67.5
41.7
41.7
67.5
67.5
12.00 12.00
37.5
37.5 60.8
60.8
37.5
37.5
60.8
60.8
24.00
12.00 12.00
60.0
62.5 70.0
101.3
60.0
62.5
70.0
101.3
36.00
48.00
60.00
72.00
12.00
12.00
47.6
47.6
70.0
77.1
47.6
47.6
70.0
77.1
60.00
12.00
12.00
41.7
41.7
67.5
67.5
41.7
41.7
67.5
67.5
12.00
12.00
38.5
38.5
64.8
64.8
36.8
36.8
64.8
64.8
12.00
12.00
32.2
32.2
55.5
55.5
31.0
31.0
55.5
55.5
_
24.00 J
12.00 12.00
60.0
60.0
^fib
-9-7..2
52.4
52.4
70.0
97.2
3£x60
12.00 12.00
39.4
39.4 70:0 ---
-72:0
44.4
44.4
70.0
72.0
-48.00
72.00
12.00
12.00
37.5
37.5 60.8
60.8
37.5
37.5
60.8
60.8
60.00
12.00
12.00
32.2
32.2
55.5
55.5
31.0
31.0
55.5
55.5
72.00
12.00
12.00
27.5
27.5
54.0
54.0
26.1
26.1
54.0
54.0
24.00
12.00
12.00
58.3
58.3
70.0
94.5
47.8
47.8
70.0
94.5
36.00
12.00
12.00
32.2
31.0
32.2
68.7
68.7
56.7
37.1
34.0
37.1
34.0
68.7
68.7
68.7
56.7
48.00
84.00
12.00
12.00
31.0 56.7
60.00
12.00
12.00
28.1
28.1 50.4
50.4
27.1
27.1
50.4
50.4
6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING - " •'■r
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.
7) ALL WINDOWS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY
APPROVED IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS.
8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED
IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE.
72.00
12.00
12.00
24.0
57.1
24.0 + 47.3
57.1 y 70.0
47.3
92.6
22.9
45.5
22.9
45.5
47.3
70.0
47.3
92.6
24.00
12.00
12.00
36.00
12.00
12.00
28.3
28.3 66.5
66.5
30.5
30.5
66.5
66.5
48.00
96.00
12.00
12.00
25.8
25.8 54.0
54.0
29.9
29.9
54.0
54.0
60.00
12.00
12.00
24.7
24.7 47.1
47.1
24.5
24.5
47.1
47.1
72.00
12.00
12.00
21.2
21.2 43.2
43.2
20.0
20.0
43.2
43.2
•
•
•
•
•
•
•
000000
• •
•
•
•
•
••
••••••
••
• •
• •••
••••
• •
••••
•
••
• • •
••• •
•• •
• • •
• ••
1
I
•
8
0
a
1
•
.5 °s
• •
• •••
•••• LL
• •g
••••
4
a`
i
EXISTING CONCRETE,
HOLLOW BLOCK,
ALUMINUM, OR WOOD
STRUCTURE
• ••t•
• d
•
• r
4J
•• •
• • if.
• ••••1
MIN.
EMBED
TYPICAL ANCHORS
(SEE ELEVATION ON
Si FOR SPACING)
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
•
e
-71/4" MAX SHIM
•
•
• •
• •
DAYLIGHT OPENING
1/4" MAX SHIM
"
EXISTING CONCRETE, HOLLOW
BLOCK, ALUMINUM, OR WOOD
STRUCTURE
`- TYPICAL ANCHORS (SEE
ELEV ON S1 FOR SPACING)
SINGLE GLAZED
VERTICAL SECTION
WOOD BUCKS, NOT BY TRACO,
MUST SUSTAIN LOADS IMPOSED
BY GLAZING SYSTEM AND
TRANSFER THEM TO THE
BUILDING STRUCTURE.
TYPICAL ANCHORS:
1) 3/16" TAPCONS (BY ELCO OR ITW) OR EQUIV CONC
ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE.
- INTO 2x WOOD BUCKS OR WOOD STRUCTURE
(1 -3/8" MIN PENETRATION INTO WOOD).
- THRU lx WOOD BUCKS INTO MASONRY OR
DIRECTLY INTO MASONRY (1 -1/4" MIN EMBED
INTO CONCRETE OR MASONRY).
2) #10 THREAD- FORMING SAE GRADE 5 SCREW TO
6063 -T5 OR 6063 -T6 ALUMINUM (1/8" MIN THICKNESS).
SEALANT:
ALL FRAME AND VENT CORNERS, AND HEADS OF
INSTALLATION SCREWS AT SILL TO BE SEALED WITH
WHITE /ALUM COLORED SEALANT, FIXED MEETING
RAIL AT ENDS SEALED WITH GE SILICONE.
ANCHOR NOTES:
1) ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS.
2) WOOD BUCKS (NOT BY THIS
MANUFACTURER) SHALL BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE
EXISTING STRUCTURE.
3) WOOD BUCKS AND /OR HOST
STRUCTURE SHALL BE "SOUTHERN PINE"
G =0.55 OR GREATER DENSITY.
4) ANCHORS SHALL BE AS LISTED,
SPACED AS SHOWN HEREIN. MINIMUM
EDGE DISTANCE AND EMBEDMENT TO
BASE STRUCTURE EXCLUDES STUCCO,
FOAM, BRICK, AND OTHER WALL FINISHES.
5) WHERE EXISTING STRUCTURE IS
WOOD FRAMING, EXISTING CONDITIONS
MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD
FRAMING MEMBERS.
MATERIALS LIST
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
MFR/SUPLIER/REMARKS
1
050 -00 -015
4/ WINDOW
FRAME
ALUMINUM
6063 -T5
2
050 -00 -032
4/ WINDOW
GLAZING BEAD (SINGLE)
ALUMINUM
6063 -T5
_ 3
026 -16 -010
AS REQD.
3/16" X 1/2" GLAZING TAPE
BUTYL
-
4
046 -16 -010
-
BULB VINYL
VINYL
-
5
012 -02 -835
2/ CORNER
#8x1" PPH METAL SCREWS
S.S.
ASSEMBLY SCREWS
6
046-16 -107
AS REQD.
SETTING BLOCK, 1" LONG
RIGID VINYL
-
7
050 -00 -062
4/ WINDOW
GLAZING BEAD (INSUL.)
ALUMINUM
6063 -T5
ADHESIVE
FOAM TAPE
1/2" MIN
GLASS BITE
EXIST. CONCRETE,
HOLLOW BLOCK,
ALUMINUM, OR
WOOD STRUCTURE
3/16" ANNEALED OR
TEMPERED GLASS
1/4" MAX
SHIM
ADHESIVE
FOAM TAPE
1/2" MIN
GLASS BITE
1/8" ANN OR 1/8" TEMP GLASS
(INBOARD AND OUTBOARD
LITES ARE IDENTICAL)
1/4" CONTINUOUS
METAL SPACER
GLAZING DETAILS
St
1/4" MAX
SHIM
EXISTING CONCRETE,
HOLLOW BLOCK, ALUMINUM,
OR WOOD STRUCTURE
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
a SILL, OR JAMBS)
s •
4
INTERIOR
al1 MIN.
EMBED
TYPICAL
ANCHORS
(SEE ELEV
ON Si FOR
SPACING) -
TYPICAL ANCHORS
(SEE ELEVATION ON
S1 FOR SPACING)
° MIN.
EMBED
d PRODUCT RENEWED
e et 6Y.ltt p!,yb.''g wiI"a tE frisdits
Es
Pdic' :i
-.
0
EXTERIOR
DAYLIGHT OPENING
FRAME WIDTH
SINGLE GLAZED
HORIZONTAL SECTION
= 1'-0"
FRANK L. BENNAROO, P.E.
0 PE0046S49
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001.112:40 *it nerd&
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PAGE SCALE:
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• •••
• • •
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• • •
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• • • c
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EXISTING CONCRETE,
HOLLOW BLOCK, OR
WOOD STRUCTURE
FRAME HEIGHT
MIN.
[EMBED
TYPICAL ANCHORS
(SEE ELEVATION ON
S1 FOR SPACING)
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
e
—t
L 1/4" MAX SHIM
DAYLIGHT OPENING
c
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w
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s
w
z
_1/4" MAX
SHIM
0
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e
° ° i - TYPICAL ANCHORS (SEE
EXISTING CONCRETE, HOLLOW ELEV ON Si FOR SPACING)
BLOCK, OR WOOD STRUCTURE
S
4°
INSUL. DOUBLE GLAZED
VERTICAL SECTION
= 1' -0"
FRAME CORNERS
SEALED WITH CLEAR
COLORED SEALANT
FRAME CORNER ASSEMBLY
N.T.S.
EXIST. CONCRETE,
HOLLOW BLOCK,
ALUMINUM, OR
WOOD STRUCTURE
0
L__1/4" MAX
T SHIM
}-- 1.875" —{
0.062" }- 1.312" —}
TYP. I I 0.625"
-.7.- �sl
0.375 "� t 0.308" 0.045"
l- 1.999" ---
GLAZING BEAD
OWINDOW FRAME 0 (SINGLE GLASS)
1/4" MAX
SHIM
0.045"
1 1.000" TYP
0.625"
0.308"
�-- 1.480" -4
GLAZING BEAD
O(SINGLE GLASS)
EXTRUSIONS
fi" = 1' -0"
°
TYP ANCHORS
(SEE ELEV ON Si
FOR SPACING)
Q
INTERIOR
4
°1 MIN.
EMBED
EXISTING CONCRETE, HOLLOW
BLOCK, ALUMINUM, OR WOOD
STRUCTURE
lx OR 2x WOOD BUCK
(OPTIONAL AT HEAD,
SILL, OR JAMBS)
TYPICAL ANCHORS
(SEE ELEVATION ON
S1 FOR SPACING)
MIN. PRODUCT RENEWED
EMBED as complying with the Rada
ode
4 Acceptance No
Leaden Date
EXTERIOR
DAYLIGHT OPENING -4
FRAME WIDTH
INSUL. DOUBLE GLAZED
HORIZONTAL SECTION
AY '17X41-
7.8
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04- 113 -0003
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DESCRIPTION:
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