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WS-10-16331 6 li
BUILDING
PERMIT APPLICATION
FBC 20
JOB ADDRESS: #2.0 Ae' /O
Is the Building Historically Designated: Yes
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
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
Value of Work for this Permit: $ 6 6 ,6°' .
Type of Work: Address DAlteration ❑New epair/Replace
Description of Work: 1 11(0_, e P A y '
r 7
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
Square/Linear Footage of Work:
TOTAL FEE NOW DUE $ 4�
SEP
***************************************F es******************************************* e
Permit No. 5' ^ 1 ( 035
Master Permit
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): 4 ) 6 144 6 to A Phone #:
Address: /� if f�/`
City: T� t P. ,(4 State:
ty� M P vll ' .� �j
Tenant/Lessee Name: Phone #:
Email:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
NO X Flood Zone:
CONTRACTOR: Company Name: (.01 girr, re: . Phone #: 09 (=q----
Address: J 4 f6 6"
c
City: ( ( State: Zip: "
Qualifier Name: .5 Phone #:
State Certification or Registration #: , !�, /0� 3 Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
DDemolition
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
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 FI RC'I'RICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for .the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approve e1 and a reinspection fee will be charged.
Signature
NOTARY PUBLIC:
Sign:
Print:
Alit) (DLI
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10)
Owner or Agent
The foregoing instrument was acknowledged before me this The fo
day of cpi- , 2O 20LQ, by f /1 �) 7a1 L< Ara fokli d
who is personally Ito me or who has produced
As identification and who did take an oath.
day o
Structural Review
Sign aL.
Sign:
Print:
Contract r
ing instrument was acknowledged before me thi& 7
2d U, by e S h AKL.le ,
who is is nat .kn wn to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
a i ' i , t.
My Commission ExpiresN°LA PUBLIC-STATE OF FLORIDA My Commission Exp �' PUBLIC STATE OF FLORIDA
Catherine A. Duffin Catherine A Muffin
Commission #DD857841
°•, Bopires: MAR. 07, 2018
Commission #DD857841
e * ** ** **** * * * * * *e *a* RYVini09 a** ** * *** ** * * * * * ** e*** ********** Empires: MAR. 07, 201a
APPROVED BY .2� /t� Plans Examiner Zoning
Clerk
•
Inspection Number: INSP- 151149 Permit Number: WS -9 -10 -1633
Scheduled Inspection Date: October 12, 2010
Inspector: Bruhn, Norman
Owner: DOMBROWSKY, ALAN
Job Address: 1420 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ARCO CONSTRUCTION
Building Department Comments
NEW IMPACT WINDOWS ON THE FRONT SIDE OF THE
HOUSE 11 WINDOWS
Passe
Failed
Correction
Needed
Re- Inspection
Fee
October 08, 2010
//69VVt6
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number 305/756 -5690
Parcel Number 1132050240220
Phone: 305 -892 -6507
Page 12 of 30
Protect Address
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Contractor(s)
ARCO CONSTRUCTION
Phone
305 - 892 -6507
Cell Phone
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$0.60
$210.00
$12.00
$2.40
$226.80
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Address
Parcel Number
1420 NE 102 Street
Miami Shores, FL 33138-
1132050240220
Block: Lot:
ALAN DOMBROWSKY
1
Phone
ALAN DOMBROWSKY
1420 NE 102 Street
Miami Shores FL 33138
305/756 -5690
1
Type of Work: WINOWDS
No of Openings: 11
Additional Info:
Classification: Residential
Scanning: 4
Pay Date Pay Type
Invoice # WS -9 -10 -38910
09/13/2010 Check #: 2089
09/20/2010 Check #: 2092
Amt Paid Amt Due
$ 50.00 $ 176.80
$ 176.80 $ 0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
September 20, 2010
Date
Expiration: 01/01/2999
Applicant
CeII
Available Inspections:
Inspection Type:
Window Door Attachment
Final Shutters
Final
Shutter Attachment
September 20, 2010 1
Owner's Address. :. , O ff . (:
City _.6/4 State Zip
Tenant/Lessee Name Phone #
Email
1�
Contractor's Company Name
Contractor's Address
State-
Qualifier Name S
City
State Certificate or Registration
Contact Phone E
Arcbitect/Engineer':sNatne (if applicable)
Value of Work For this Permit $
Type of Work; DAdditn n
•
Describe Work;
Miami Shores Village
Bu Depa
10050 N.E.2nd Avenue Miami Shores, Florida 33138
Tel: {305 795.2204 Fax: (305) 756.8972 ..
INSPECTION'S PHONE NU 4BER: 005) 762.4949
Alteration
3
Phone #
- Total Fee Now Due $ i 1(e • V
See Reverse side - :..
BY: ...:(ft-V
BUILDING Permit No WS w (0319
PERMIT APPLICATION Master Permit No
FBC 20
Permit Type: BUILDING ,ROOFI
Owner's Name {Fee Simple Titleholder)
O fWa1 DOM a ' It Phone #„.. eF ...S
Job .Address (where the work is being done)
City : Miami Shores Village County Miami -Dade Zip
FOLIO /: PARCEL #
Is Building Historically Designated YES . NO
Flood: Zone `
Phone #
Z i p ` 1 / Q/
Phone#
.
2-c )SGT f Certificate of Competency No.
Square / Linear Footage Of Work.
[JNewRepairlReplae 0 Demolition
S
*** ***!********* *ye9r****dt*ir*Tr *** ***lydk9r** F S ir*3eR. it* : ir * **9eYr****+ riNe***4ed *** *3r*at **ic*+***
Submittal Fee Permit Fee $ 3/0 C CF $
N $ : Training/Education Fee $
Scanning $ . Radon $ : DPBR $
Double Fee $ Violation dates
Structural Review. $
CO /CC $'.
Technology Fee $
Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
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 .f
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
i OMMENCEMENT 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 ofa 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 properly is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site. g
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the r�
inspection will not be approved and a reinspection fee will be charged.
(Revised (1Id10 /07) (Revised 06/10/2009)
State
e 047 a-Lk,
State
Owner or Agent
The foregoing instrument was acknowledged before me this /
day 00 1, , 201' d, by " Al tL m hr f C
who is personally t:�a. to me or who has produced
As identification and :who did take an oath.
NOTARY PUBLIC:
Sign; � ztc - �
print:. C—' '9: i i., r L 2
1 'AI�tPUnit;a mu
My Commission Exp , Catherine A. Dul n
Commission # DP857841
1}ivires: MAR. 07, 2013
p •+
pC?'!� °A':'HEU bTLAPfIfC ammo C4,IDiC
Engineer
Signatur
9FAtcri
I Pei
ctor
The foregoing instrument was acknowledged before me this /1.).
day of ,4... ,26 , by s h c•i J� :- `.
who is personally known to me or who has produced
as identification and who did take an oath.
Clerk checked
NOTARY PUBLIC:
Sign;. , .
A tichwort
.S
MyCommissif `• pine D
f + S ►w i lds` com a) go*
'Va,� A 9
4rk*dt c9r9i** ak**s43r4edel i**** *di*ieaF*3a4k*: Y9r9r3e.****** *3r3r*at*** 9e9raY***aF*ne*9r*9r9edratiY*3e*dr k*dr F�t ***4***** tiRlr:Y***Y****4e****
APPROVED BY ��? Plans Examiner Zoning
ADDRESS:
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: <1 6'v) PT) /Inn 41 0 i. s4
PERMIT #
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION:
ws )O
'2 / ° c sh
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
FREEBOARD: EAST OF FL.CCCL:
0
7 3 7 7
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
OWNERS SIGNATURE:
PLANREVIEWER:
Created on June 2009
PLAN REVIEWER SIGNATURE: /tre A2 - ii
DATE:
TZ7z
DATE: f:771-0
August 23, 2010
Mr. & Mrs. Alan Dombrowsky
1420 NE 102nd Street
Miami Shores, FL 33138
Re: Contract.
Arco Construction Corporation will provide impact resistant windows in white frame, clear glass,
casement type by PGT Windguard. The windows will consist of entire front of the house.
Material: $,5677.61
Engineering, permit processing and installation cost: $1,700.00
Total price: $7,377.61
Permit cost by customer. j- 1
t t C�-c . �i..tiv
Schedule of payments: �� '�'1 -�1. o� Yl �'" t.
1. At the time of contract signing 50% deposit ($2,838.81) on material
and 30% ($566.67) for engineering and permit processing. Total of $3,405.48.
2. 50% ($2,838.80) at the time windows are ready to be pick up.
3. 30% ($566.67) at the time the installation of the windows starts.
4. 30% ($566.66) at completion.
Mr. Alan Dombrowsky
Mrs. Susan Dombrowsky
Date:
Arco Construction Corporation
Arco Construction Corporation
(signature)
General Contractors/CGC 1505163/1665 N.E. 137th Terrace/N.Miami, Fl 33181
305.892 -6507 /Fax 305.892 -2379
Primary Zone:
1400 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds /Baths:
3/3
Floors:
1
Living Units:
1
Adj Sq Footage:
1,382
Lot Size:
11,264 SQ FT
Year Built:
1956
$50,000/
MIAMI SHORES BAY PK
ESTS AMD PB 56 -86
Legal
LOT 5 BLK 3 LOT SIZE
Description:
IRREGULAR OR 13368-
3954 0787 1 COC
$301,160
22208 -3785 04 2004 1
Year:
2010
2009
1420 NE 102 ST
Applied
Applied
Taxing Authority:
Exemption /
Exemption/
SUSAN B DOMBROWSKY
Taxable
Taxable
Assessed Value:
Value:
Value:
Regional:
$50,000/
$50,000/
$230,408
$301,160
County:
$50,000/
$50,000/
$230,408
$301,160
City:
$50,000/
$50,000/
$230,408
$301,160
School Board:
$25,000/
$25,000/
$255,408
$326,160
Folio No.:
1-3205-024- 220
Property:
1420 NE 102 ST
Mailing
ALAN H DOMBROWSKY &W
Address:
$143,912
$152,620
SUSAN B DOMBROWSKY
$280,408
1420 NE 102 ST MIAMI
Assessed Value:
SHORES FL
$351,160
33138 -2622
Year:
2010
2009
Land Value:
$136,496
$198,540
Building Value:
$143,912
$152,620
Market Value:
$280,408
$351,160
Assessed Value:
$280,408
$351,160
Year:
2010
2009
Homestead:
$25,000
$25,000
2nd Homestead:
YES
YES
• 4 M -Dade My Home
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Legend
N . Property
Boundary
N Selected
Property
Street
o rJ Highway
LI Miami -Dade
County
▪ Water
http: / /gisims2 miamidade .gov /MyHome /propmap.asp 9/14/2010
Miami Shores Village
4 17
P. 7 PP,OVED -
BY
DATE
DEPT
' , .....rY...; DEPT
('T TO COMPLIANCE WITH ALL FEDERAL
i) COUNTY RULES AND REGULATIONS
•
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SUBJECT TO COMPLIANCE WITH AU. FEDERAL
STATE AND cOtiNn' RULES AND REGULATIONS
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Mean
Roof
Height
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DESIGN
20
PRESSURES (PEW) •
Tributary Area (So Ft)
Zone 6
40 45
50
25
30 35
0 -15 ft
-62.2 - 59.8
-58,0
58.7
-55.6 I -54.6 -53.8 -53.1
1 .45 01 N �;vt N m Na ^'q q
48.5 I +45.2
+44.4-
+43,7
+43.1. +42.7 +42.3 +41.9
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43.1 I -60.6
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58.3 -55.4 -54.6 -53.9
-52,9
+48.4
- 53.7
+492
- 54.5
+49.9
-552
+50.6
-55.9
+51.3
- 56.6
+51.9
- 57.3
+52.5
57,9
+53.0
-58.5
+53.6 1
-59.1
+54.1
+47.1 ; +45.9
+45,0 +44,3
+43.7 I +43.3 +42.9 I +42.5
18 ft
44,6 52.1
f
50.3 -
-57.8 . -58.8 - 65.9 -55.2
I
+48.3 I, +47.0
+48.1 +45.4 +44.8 .. +44.3 +43.9 +43,8
-59.0
+54.0
-59.8
+54.5
-60.1
+55.0
-60.6
+55.4
41.0
+55.9
-81.5
+58.3
-82.4
+57.1
58.1 1 83.5
-61.6 -60.2 -59.0
-58,1 -572 156.4
20 R
+49.4 +48.1
+47.1 +46.4 +45.8
+45.3 +44.9 ■ +44.5
22 H
-67.4 - 64.8
+50.4 11 +49.0
II
- 82.9 -61.4 -602
+48.1 +47.4 +48.8
-59.2
+46.3
-58.4 1I -57.6
+45.8 1 +45.4
24 ft
-68.7 -68.0
84.1
-82.6 -61.4
-80.3
-59.4 -58.7
+51.3 +49,9
+49.0
+482
+47.6
+47.1
+48.7 1 +48,3
26 ft
59.8 1 -87.1
-65.1
- 83.6
-62.4
41.4
40.4T-59.6
-58.9
+522 1, +50.8
+49.8
+49.1 +48.4
+47.9
+47.5 1 +47.1 +46.7
28 ft
-70.9 1 -682
-882
-64.8 -63.4
-62.3
-61.4 - 80.6 -59.9
x53.0 1 +51.8
+50,6
+49.8 +492
+48.7
+482 i +47.8
1, +47.4
30 k
-72.0 i 492 - 87.1
+53.8 I +52.3 +51.3
- 65.8
+50.8 I,
-64.3
+49.9
83 2
+49.4
-82.3 1 -81.6
+48.9 i +48.5
-60.7
+48.1
32 ft
-73.0 , •70.1 r - 68.1
48.5
-652
-64.1
T -63.1 i -82.3 -61.6
+54.5 j +53.1 1 +52.0
+51.3
+50.6
+50,1
+49.6 +492 +48.8
34 H
-73.9 -71.0 - 88.9
+552 ' +53.7 +52.7
-87.3
+51.9
-68.0
+51.3
-64.9
+50.7
, -84.0 -63.1 -62.4
+502 +49.8 +49.4
38 H
-74.8 I -71.9 89.8
+55.9 1 +54.4 +53.3
- 88.1
+52.5
-66.8 -65.7 -64.7 -63.9 -63.1
+51.9 +51.3 +50.8 +50.4 +50.0
I
-75.7 ' -72.7 -70.8 -68.9
47.6 -66.5 85.5 -6 -63.8
R
+56.5 +55.0 +54.0 +53.1
+52.5 +51.9 +51.4 +51.0 +50,6
40 ft
-76.5 I -73,5 - 71.3 89.7
-68.3 -67.2 -662 -65.3 -64.5
+57.1 I +55.6 +545 +53.7
+53.0
+52.5
+52.0 +51.5
+51.1
-77.3 -742 -72.1
- 70.4
-69.0
47.9
-68.9 -66.0
852
42 ft
+57.7 i +56.2 +55.1
+54.3
+53.6
+53.0
+52.5 +52.1
+51.7
-78.0 I -75.0 -72.8
-71.1
-69.7
-88.5
-67.5 48.6
-65.8
ft
+58.34_+56.7 +55.7
+54.8
+54.1
+53.5
+53.0 +52.8
+522
46 fl
-78.8 -75.7 -73.5
58. . +57.3 +562
-71.8
+55.3
-70.4
+54.6
-69.2
+54,0
-682 47.3
+53,5 +53.1
88.5
+52,7
-76.3
-74.1
-72.4
-71.0
-69.8
-88.8 87.9
-67.1
48 ft
+59,4 i +57.8
+58.7
+55.8
+55.1 +54.5
+54.0
+53.6
+53,1
50 H
-
-80.2 1 -77.0
+59.9 +68.3
-74.8
+572
-73.0
+58.3 1I
-71.6 -70.4
+55,8 +55,0
49.4
+54.5
-885
+54.0
-87.6
+53,5
52 R
-80.8 -77.6
-75.4
-73.6
-72.2
-71.0 '
49.9
-69.0 -682
+80,41 +58.8
+57.6 +56.8
+58.1
+55.4
+54,9 +54,5 +54,0
54 fl
-81.5 1 -78.3
+60.8 1 +592
-76.0 -742
+58.1 +572
-72.8 -71.6
+56,5 +559
- 70.5
+55,4
-69.6
+549
-68.7
+54.5
-82.1 i -78.9
-76.8 -74.8
-73.3 -72.1
-71.0
-70.1
-69.3
58 R
+61.3 ' _+59.7
+585 +57.7
+56.9 1 +58,3
+55.8
+55.3
+54,9
60 H
43.3 40.0
j +60.6
-77.7 -75.9
+59.4 +58.6
-74.4 -73.2 -72.1
+67.8 +57.1 +58.8
-71.1
+58,1
-70.3
+56.7
Mean
Roof
Height
10 15
DESIGN
20
PRESSURES (PSF) •
Tributary Area Sq Ft)
Zone 4
1 40
45
60
I 25 30
35
0 -15B,
1611
18ft
20 ft
22ft
24R
q 01' q q ql
+ 'Y° � + �YF I
Nrn mo°Iatm'oal
101 q q q of
! ! at at o '.
meta r q, q q ' 1
v /1Y t i 17 i'vY4I
26 R
28 ft
30 ft
32 fl
34 ft
36 ft
38 ft
40 ft
42 ft
44 ft
q , q q,� -et �(ai'aat N m g c 'q q �.q'
-55.2
+50.8
-58.1
+51.6
-56.9
+52.3
-57.7
+53,1
-
1
-54.2
+49,8
-55.1
+50.6
- 55.9
+51.3
- 58.7
+52.0
- 57.4
+52.7
-58.1
+53.3
- 58.7
+54.0
-59.4
+54,5
-60.0
+55.1
-60.6
` +55,7
-53.5
+49,1
-54,3
+49,8
-55.1
+50.6
-55.9
+51.3
58.6
+51.9
-57.3
+52.5
57.9 �
+53.1
-58.6
+53.7
-592
+54.3
- 59.7
+54,8
-52,9
+48.4
- 53.7
+492
- 54.5
+49.9
-552
+50.6
-55.9
+51.3
- 56.6
+51.9
- 57.3
+52.5
57,9
+53.0
-58.5
+53.6 1
-59.1
+54.1
-52.3
+47,9
-63.2
+48.7
53.9
+49.4
-54.7
+50.1
-55.4
+50.7
56.1
+51.3
-58.7
+51.9
-57.3
+525
57.9
+53.0
-58.6
+53.5
-54.9
+502
- 55.6
+50.8
- 58.2
+51.4
-58.8
+52.0
-57.4
+52.5
-58.0
+53.0
- 51.5
+47.1
-52.3
+47.8
-53.1
+48.5
-53.8
+49.2
-54.5 '
+49.8
-55.1
+50.4
-55.8
+51.0
-56.4
+51.5
-57.0
+62.1
-67.5
+52.8
- -
meer am amoemo oN'. -NI
46 ft
46 ft
50 R
52 fl
54 ft
58 ft
60 fl
°I °I q-m c q'o m m 'nqN
V414 V 4 ?'44;4'
co 2 at mh o c!._ at m? ?nla n m <4
VTV'eqfqf 4, 4 1
n 'mmagat�'� °t
-59.6
+54.6
80.1
+65.1
-60.7
+55,6
-61.2
+58.1
-81.7
+585
-62.1
+56.9
43.0
+57.8
-59.0
+54.0
-59.8
+54.5
-60.1
+55.0
-60.6
+55.4
41.0
+55.9
-81.5
+58.3
-82.4
+57.1
-58.5
+53,5
-59.0
+54.0
-59.5
+54.5 4
80.0
+54.9
-60.5
+55,4
-61.0 ...
+55.8
-61.9
+58.8
-58.1
+53,1
-58.6
+63.8
-59.1
+54.0
-59.6
+545
-60.1
+54.9
-80.5
+55.3
41.4
+56.1
-57.7
+52.7
-58.2
+53.1
-58.7
+53.6
-59.2
+54,0
-59,6
+545
-80.1
+54.9
41.0
+55,7
ding111 CalculalorsWSCE 7 -051 FIB - ASCE 7-02 Pressure Charts (0-80).dwg
2007 FLORIDA BUILDING CODE & ASCE 7 -05
DESIGN LOADS FOR COMPONENTS AND CLADDING
INTERIOR ZONE 4 PRESSURES
EXTERIOR ZONES PRESSURES
WIND VELOCITY =146 MPH
EXPOSURE 'C'
am 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH,
WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL
DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION If REQUIRED.
WALL ZONE FIGURES
MRH =0 -60
BASED ON Kd =0.85
SEE TABLE NOTES
FOR ALT Kd
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' I5
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
2. FOR SITUATIONS THAT REQUIRE Kda 1.0, TABLE VALUES ARE UNDER - DESIGNED BY A
FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10*
SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION.
5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT.
6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE
ASSUMPTION.
7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED
9. READ OF POSITIVE A NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
GENERAL NOTES:
1, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
VALUE USE IS OFFERED HEREIN.
3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED
CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II
(GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR
Im1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACTOR Kzto1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR
HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI = +/ -0.18) ENCLOSED BUILDING ONLY.
VERIFY USE OF Kd =0,85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ
HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY,
5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE,
7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
PEAK ROOF
HEIGHT
MEAN
ROOF
HEIGHT
5• ^i.. IC
1
1
REMARKS
NIT ISSUE
REVISE FOR 07 FRC
DRWN
CL
TSB
CHKD
FLB
FLB
DATE
04/19/06
02/23/09
THIS DOCUMENT IS THE PROPERTY OF FRANK L, BERNARDO,
P.E AND S1A1.1 NOT BE REPRODUCED IN WHOLE OR PART
W1T1OUT WRITTEN CONSENT OF FRANK L BENNARDO, PE,
ALTERATIONS, ADDITIONS. HIGHLIGHTING, OR OTHER
MARIONOS TO 7141S DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION.
2007 FLORIDA BUILDING CODE
ASCE 7 -05, MRH = 0 - 60 FT
DESIGN LOADS FOR
COMPONENTS & CLADDING
ENGINEERING
EXPRESS®
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 Fax: (954) 354-0443
WWW.ENGEXP.COM
CERT OF AUTH 49886
Miami Shores Building Department
_ � �� _ .
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Product Approval Schedule / Com .arison Chart Address:
don of Whitlow Product Acee mace
fLo - 1
- ee2uN - cettemr cf.) f ?ore( 1/v1ND u
Pha si Kir / NM105
Permit No.
1
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE OA
PGT Industries
1070 Technology Drive
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has
and accepted by the Board of Rules and Appeals been reviewed by Miami-Dade County Product Control Division
where allowed by the Authority Having Jurisdiction � o be used in Miami Dade County and other areas
This NOA sh$11 not be a
vlid after the expiration date
valid lid after stated below. The Miami -Dade County
to have this County) and/or the AHJ (in areas other than Miami Dade Co Product t Control
Division (In Miami Dade
or material tested for quality as surance County) reserve the right
Purposes. If this product or
accepted manner, the manufacturer will incur the expense P material fails to
perform in the aces
immediately revoke, modify, or suspend the use of such mates of such te and the AHJ may
reserves the right to revoke this
product or material within their jurisdiction. BORA
Division that this h product or acceptance, if it is determined by Miami-Dade County Product Control
This approved m�� fails to meet the requirements of the applicable building code.
Code, including th High Velocity described and has been designed to comply with the Florida Building
Zone. m
DESCRIPTION: Series C - 740 Outswing Aluminum Casement Window - L.111.1.
OVAL DO ��
APPROVAL
13 of 13, dated 12/17 /02 with n Drawing No. 7045.g, titled "Aluminum moment Window, Impact", she 1
tha ou
through 3 of 13, , dated 12/17/02
P.E. lion "D" dated 06(23/05
b earing the Miami -Dade County ' prepared C manufacturer, signed and
Notice of Acceptance number and O Product Control Renewal
Notice Acceptance
, expnation date by the Miami -Dade County Product Control Division. the
TIN Large Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,
fallowing statement: "Miami-Dade County city, state and
RENEWAL of this NOA shall be ty Product Contra! Approved ", unless otherwise noted herein.
no RENEWAL
change in the considered after a renewal application has been filed and there has been
applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will
in the materials, , and/or manufacture the the expiration date or if there has been a revision or change
anY Product, for sales, advertising or Product or process. Misuse of this NOA as an endorsement of
omply with g any other purposes shall automatically terminate this NOA. Failure to
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, Florid
by the expiration date may be displayed in advertising literature. If an a, and followed
it shall be done in its entirety. Y portion of the NOA is displayed, then
INSPECTION: A copy of this entire NOA shall be
distributors and shat] be available for ins Provided to the user by the manufacturer or its
This NOA renews NOA # 05 and consists the job �sr� at the �u� of the Building Official.
approval document mentioned above. page I and evidence pages E -1 and E-2, as well as
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(303) 373 -2901 FAX (303) 372 -6339
maimidad ov/bgil, thrice
NOA No. 08-0117.11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
Page 1
P t rl
NOTICE OF ACCEPTANCE:
EVIDENCE SUBMITTED
A. DRAWINGS
1 . Manufacturer's die drawings and sections.
2. Drawin No. 70454, titled "Aluminum Casement Window, Impact ", sheets 1 through
13 of 13, dated 12/17/02 with revision "D" dated 06/23/05
signed and sealed by Lucas A.. Turner, P.E. 'prepped by manufacturer,
B. TESTS
1 . Test reports on 1) Uniform Static Air Pressure Test, � ading per FBC, TAS 202 -94
2) Large Missile
Impact Test per FBC, TAS 201 -94
along 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
ng with marked -up drawings and installation di
casement windo �� of two ()Inswing aluminum
FTL 4608 ws' p !epared b y Fenestration Testing Laboratory, Test Report No.
dated 05/10/05, signed and sealed by Edmund() Largaespada, P.E.
(Submitted underNOA# 05 1129.11)
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Mr Pressure Test,
3 ) Water Resistance Test, per FBC, TA Loading FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked6F�� � Test, per FBC 2411 3.2.1 and TAS 202 -94
along w casement windows, diagram of two drawings and installation di utswin aluminum
s, prepared by Fen 0
TL 4607 dated 05/10/05, signed and sealed y Edm I dooms, a Test R
eport No.
(Submitted un►derNOA# 05-1129.11) P.E.
3. Test reports on 1) Uniform Static Air Pressure Test, Large Missile Impact Test 'Loading 201-94
FBC, TAS 202 -94
P per FBC, TAS ZOl -94
along with m d marked-up Wind Pressure Loading per FBC, TAS 203 -94
case ment windows, p drawings and installation diagram of two outswing arum
FTement prepared by Fenestration Testing Laboratory, Test Report No.
dated 2/28/03, signed and sealed by Joseph Chan, P.E.
(Submitted wider NOA# 03 0611.02)"
4 . Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading
3) Water Resistance Test, per FBC, TAS 202-94 C' 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 din
casement window 8� of two outswing aluminum
FTL ent windows, prepay b y Fenestration Testing Laboratory, Test R - , , , No.
d ated 10/8/02, signed and sealed by Jo - .h Chan, P.E.
(Submitted under 1VOA# 0 3-0611.02)
E -1
Manuel Pe
Product Control ' ; mi : r
NOA No. 0: , 11
Expiration Date: May Z2, 2013
Approval Date: May 15, 2008
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading
3) Water Resistance Test, per FBC, TAS 202-94 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
along with 6 ) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
g marked -up drawings and installation di
casement window, prepared by Fenestration Testingratory, Test Report vim
3582 dated 10/3/02, signed and sealed by Chan, Jos Joseph
(Submitted underNOA# 03 P.E.
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94
along with marked -up drawings and installation
casement windows, prepared by Fenestration T� °f three a Test out Report No.
FTL 3580 dated 10/3/02, signed and sealed by Jo g Laboratory, Test R
(Submitted under NOA# 03- 0611.02) Y seph Chan, P.E.
C. CALCULATIONS
1• Revised Anchor Calculations and structural
11/21/05, signed and sealed by Lucas A. Turner, es w /ASTM E 3 0p
D. QUALITY ASSURANCE 98
1 . Miami Dade Building Code Compliance Office (DCCO).
E. MATERIAL CERTIFICATIONS
1• Notice of Acceptance No. 05
02 their "DuPont Butacite PVB In dated 01/05/06, eN expiring o & Co., Inc.
n 12/11/1
2 . Notice of Acceptance No. 06 issued to Solutia Inc. for their "San IIIG
Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L.
Clark, P.F.
2 . Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert
L. Clark, P.E.
G. OTHER
1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th e
Aluminum Casement Window — L.M.I., approved . 0 3/06 i .� C-740
, ex . � t, : � .5 /22108.
Manuel P. P.E.
Product Contro iner
NOA No. i ; 17
Expiration Date: May 22, 2013
E -2 Approval Date: May 15, 2008
•iTSt:1:1•- 1614110 ATII,L1•
1. GLAZING OPTIONS:
A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8
ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED
GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB.
B. 5116' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8"
HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF
SOLUTIA OR DUPONT PVB.
C. 7(16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16"
ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED
GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB.
D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16
HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF
SOLUTIA OR DUPONT PVB.
E. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5116' LAMINATED
GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS
COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
® G. 13/16" I.G. GLASS COMPRISED OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) 7/16' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16' LAMINATED GLASS
COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0
3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.
C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY.
D. FOR "X" CONFIGURATIONS SEE SHEET 5.
E. FOR "XX" CONFIGURATIONS SEE SHEET 6.
F. FOR } -}-1 "XOX' & "0° CONFIGURATIONS SEE SHEET 7.
G. FOR '-g 'XOX' & -XO" OR "OX' CONFIGURATIONS SEE SHEET 8.
H. FOR UNEQUAL LITE "XOX,'XO" &'OX' CONFIGURATIONS SEE SHEET 9.
®4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR
ADDITIONAL ANCHORAGE INFORMATION.
HEAD & SILL: MAX. 4° FROM CORNERS
MAX. 4" & r ON EACH SIDE OF MEETING RAILS
MAX. 141/2' SPACING ON VENTS
MAX. 13" SPACING ON FIXED UTES
(2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY
JAMBS: MAX. 4" FROM CORNERS
MAX. 13" SPACING
(2) ANCHORS 3° APART AT MID -SPAN
® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS
TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS
WHEN ANCHORING WITH #12 SCREWS.
5. SHUTTER REQUIREMENT: NONE REQUIRED
6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
'„6,' 7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608.
346433
Da.
7 /142.03
iterwri
F
F. X.
R. 4y !LS
F rC 6113008
Garner ar
F.K 22/11702
8
ADD 13/18• 1. G. 8 MOVE GLAZING DETAILS TO SHEET
NO CHANGE MS SHEET
IOx.a"c
D ADO 7C HT.. GLASS TYPES FAID 6. REVISE ANCHORAGE.
Chmaa ay.
Visibly Batter
NOTES AND TABLE OF CONTENTS
Tor
ALUMINUM CASEMENT WINDOW, IMPACT
CA-740
NTS `� 1 • 13 1 � » 70458 ( D
►f9
•. -I1?A
i r.l.
fv
•
P t D1Jr. r itV rW
a coeaa4 .'3 F ".ai1i
Ru1dl-T t=��
a c a 'a T: � -%
4
1/22/0 5-
Lucas A. Turner. P.E.
PE SEW
Macba scat
1070
TECAVOLOGY DRIVE
KOKOAVE. FL 84275
P.O. 1528
NO WA& FL 3 2M
}
x
0
}
x
Is l
CONFIGURATIONS OPTIONS
}
x
}
0
}
i s
0
ILI
x
0
x
UNEQUAL UTES
x) 0
UNEQUAL UTES
0
X
UNEQUAL. LITES
NOA DRAWING TABLE OF CONTENTS
SHEET
NOTES 1
GLAZING DETAILS 2
ELEVATIONS 3-4
DESIGN PRESSURE TABLES 5-9
SECTIONS 10
CORNER CONSTRUCTION 11
EXTRUSION PROFILES 11 -12
PARTS LIST 12
ANCHORAGE. 1,3,4,13
411 1/8" ANNEALED OR .090 PVB INTERLAYER
HEAT STRENGTHENED — 1/8" HEAT STRENGTHENED GLASS
GLASS
3Q 31 3/8" AIR SPACE —
1/8" HEAT STRENGTHENED GLASS
taw C4-
F. K. 0125,03
3/16' ANNEALED OR
HEAT STRENGTHENED
GLASS
(
aaa
3r25+D3
7170103
aa:
5/16" LAMINATED
GLAZING DETAIL
7/16" LAMINATED
GLAZING DETAIL
REDRAW GLAZING DETAILS 8 ADD 13PI8'L G.
NO CHANGE THIS SHEET
a Ora
.65" NOM.
GLASS BITE
NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT
.090 PVB INTERLAYER
3/16' HEAT
I--- STRENGTHENED
GLASS
.65" NOM.
GLASS BITE
ADD 13P18 LAMJ t G. WI 7J161.A MI 8 CORRECT SW LAW DETAIL.
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
AIR SPACE
1 /8" ANNEALED GLASS
1070 TEChNOLOGY ORNE
NOXOWS FL 34275
P.O. 60X 1520
NC CM IS„ FL 34274
BGZ
13/16"
1s.
13/16"
13/16" 1.G. W/ 7/16" LAMI
GLAZING DETAIL
GLAZING DETAILS
13/16" I.G. W/ 5/16" LAMI
GLAZING DETAIL
7/16' LAMINATED COMPONENT
.090 PVB INTERLAYER
3/16' HEAT STRENGTHENED GLASS
.65" NOM.
GLASS BITE
ALUMINUM CASEMENT WINDOW, IMPACT
Viably Betaer
844444014.746 Nrs a 13 d r ..14 7045.8
5/16" LAMINATED COMPONENT
1 /8" HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
1/8' HEAT STRENGTHENED GLASS
.65" NOM.
GLASS BITE
.ri e:,r: , ••• o:.::..: W ...^4
Luau I! Tumtr. P.E.
PE ,56201
Mechanical
Hs by
FA.
FA.
F 2
F.K
MID -SPAN ANCHOR DETAIL
(SEE SHT. 1 NOTE 4)
ANCHOR
LOCATIONS
(SEE SHEET 1,
NOTE 4)
SEE MID-SPAN
ANCHOR DETAIL
TYP. (2)
13" MAX. O.C.
1
as
Dam
7/10/03
0.44
62305
yl,'VZ
1
4" MAX.
,
d
G
ANCHOR
11/2" LOCATION
TYP.
riec mr
SEE M1D -SPAN
ANCHOR DETAIL
TYP. (2)
30" MAX.
DAYLIGHT
OPENING
4" MAX -1 �----
37" MAX.
VENT TYP.
CHANGE SHEET NO. REFERENCES
ACID HINGE LOCATION DETAILS
IW.."YOM
D M AND,E MAX NT. TO 70'A1473 MAX DLO 70 59•
ANCHOR
LOCATION
TYP.
7"
4" MAX.
MEETING RAIL DETAIL
(SEE SHT. 1 NOTE 4)
4" MAX
134" MAX. WIDTH
5.7" MAX
DAYLIGHT ._._
OPENING
13" MAX. O.C. 1 ;'
60" MAX. FIXED
1070 TECHNOLOGY DRIVE
140103109. FL 34275
BQX129
NOKOACS, FL 34274
DENOTES HINGE
LOCATION AT HEAD &
SILL OF "X" PANELS,
TYPICAL. SEE HINGE
DETAIL SHT. 4
MID -SPAN
ANCHOR DETAIL
TYP. (2)
Ve&etrcr
1
13' MAX. O.C.
t
4" MAX •
4' MAX J
30" MAX
DAYLIGHT -"-
OPENING
ELEVATION "A" - 3XOX" (SEE SHEETS 7 -9 FOR PRESSURES)
s...rv"w
C4•740
69" MAX.
DAYLIGHT
OPENING
i
76" MAX.
HEIGHT
SEE MEETING RAIL DETAIL TYP. (4)
'HOC & 'XOX° ELEVATIONS
NTS 3 s 13
74" MAX. WIDTH
30" MAX.
DAYLIGHT
OPENING
J
1 141/2" MAX. O.C. TYP.
ELEVATION "B" - "XX"
(SEE SHEET 7 FOR PRESSURES)
NOTE: "X' PANEL MAY SWING
IN EITHER DIRECTION
141/2" MAX O.C. VENT HEAD & SILL ONLY
ALUMINUM CASEMENT WINDOW, IMPACT
04."40
X `,.
SEE MEETING
RAIkDETAIL
P. (2)
7045
69" MAX.
DAYLIGHT
OPENING
A
76' MAX.
HEIGHT
roirr WOAD
i s a ctrIblimalbras
4.1,4010 • 2'
�r at IP. C W
•
ruaalCT 6030: rte
trar:�7o" with Owl r its
i1•- 1 <:• * Y 1
P.sz:�c
ur
OW
c.* -7
roc-
Lucie A. Tumor, P.E.
PE 1
Mectsonical
w ady
L F
fn.. 3m" ZaewaBy pg.
_ F. K 1 217742 F K
DENOTES HINGE
LOCATION AT HEAD &
SILL OF "X" PANELS,
TYPICAL. SEE HINGE
DETAIL SHT. 4
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
13"
MAX.
O.C.
4" MAX. 1
4.
- • 37" MAX. WIDTH
30° MAX.
DAYLIGHT
OPENING
69" MAX.
DAYLIGHT
OPENING
76° MAX.
HEIGHT
14 U2"
MAX O C
Fti
Res. "y
F K
HINGE LOCATED APPROX.
FLUSH AGAINST JAM,
TYPICAL HEAD & SILL
HINGE LOCATION DETAIL
Jab".
3&'5103
p•er
d ?3105
TftOr03
14 1!2" MAX. O.C. VENT
HEAD & SILL ONLY
H
Re.L„era
0
SEE
MID-SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
CHANGE SHEET NO. REFERENCES
13"
MAX --
O.C.
A" MAX
4' MAX.
Apo HINGE OETALL & HINGE LOGAT4ON NOTES
CHANGE MAX. T. TO To" AND MAX. PLO TO Or
ELEVATION "D' - "X"
(SEE SHEET 5 FOR PRESSURES)
97' MAX. WIDTH
30° MAX. 53' MAX.
DAYLIGHT DAYLIGHT OPENING
OPENING
Ivo marmot-0ov onivE
pipapes, FL 342T5
P O.5OX 1329
1 .. .. 4 -13' MAX. O.C.
ELEVATION "E" - "0'
(SEE SHEET 7 FOR PRESSURES)
69" MAX.
DAYLIGHT
OPENING
NOTE: "X' PANEL MAY SWING
IN EITHER DIRECTION
SEE MID -SPAN
ANCHOR DETAIL
SHT. 3 TYP. (2)
76" MAX.
HEIGHT SEE MEETING
RAIL DETAIL SHT. 3
TYP. (2)
37' MAX. VENT 64 MAX. AXED
ELEVATION 'F" - "XO ". & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES)
'X. "X0' & "OX" ELEVATIONS
far:
ALUMINUM CASEMENT WINDOW, IMPACT
P*0111,1Cr amiss')
Amaidame
tl39nt�:T R,C�ae1
+� eowF+E/ eaRmUm tos Yrrb9C
1wz . a 1 11
J
taiAndlailic � yi
Lucas A Tumor, P.E.
PE "54201
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (4)
13"
MAX.
O.C.
4' MAX _
4 �+—
"
04-740
60° MAX. WIDTH
53" MAX.
DAYLIGHT OPENING
�--- -� -13° MAX. O.G.
NTS 4 0 13 ,aargir 7045•8
In
69" MAX.
DAYLIGHT
OPENING
76" MAX.
HEIGHT
COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL- -3729
GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,118 "HS) B. 5116" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) -
WIDTH
HEIGHT -
26
31
36
38 3/8
43
48
50 5/8
54
57
60
63
66
69
72
,NEG
POS
,NEG
POS,
NEG
POS
NEG
POS
NEG
POS
NEC
POS
NEG
POS
NEC
PCS,NEG'POS
POS
NEC
POS
POS
NEG
POS
NEC
POS
19 118
A
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
B,E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0 r
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
24
A
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-89.6
70.0
-86.3
70.0
^ 70.0
-84.2
70.0
-83.2
70.0
-81.7
70.0
B,E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
- 90.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
261/2
A
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-83.6
70.0
-79.9
70.0
-75.4
70.0
-72.4
70.0
- 69.9
69.9
-67.8
67.8
-66.2
66.2
- 65.0
65.0
- 63.7
63.7
B,E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
7a.0,
-90.0
70.0
-90.0
70.0
- 90.0.70.0
30
A
-90.0
70.0
-90.0
70.0
-90.0
70.0
-87.4
70.0
-77.6
70.0
- 68.4
68.4
- 63.9
63.9
-60.0
60.0
-58.5
58.5
- 56.2
56.2
-53.4
53.4
-51.3
51.3
- 49.8
49.8
- 48.3
48.3
B,E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
- 90.0_70.0
-90.0
70.0
-90.0
X 70.0
-90.0
70.0
-90:0
70.0
-90.0
70.0.90.0
70.0
-90.0
70.0
-90.0
70.0
32
A
- 90.0
70.0
-90.0
70.0
-86.3
70.0
-81.0
70.0
- 71.1
-61.8
61.8
-58.9
•
X 58.9
- 56.1
56.1
- 53.8
53.8
- 50.4
50.4
-47.7
47.7
- 45.6
45.6
-43.9
43.9
-42.2
42.2
8.E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
- 90.0
70.0
-90.0
70.0
-90.0
70.0
- 90.0
70.0
-90.0
70.0
-90.0
70.0
-87.8
70.0
- 84.4
70.0
A
- 75.0
70.0
-7 5.0
70.0
-75.0
70.0
-75.0
70.0
-65.5
65.5
-57.5
57.5
- 54.9
54.9
-51.8
51.8
- 48.6
48.6
- 45.2
45.2
-42.4
42.4
B,E
-75.0
70,0
-75.0
70.0
-75.0
70.0
-75.0
70.0,
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
PAS ICT
� �+
=1. "'� ~ the A "
µ ..'iYXrar. ,
l
36
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-70.4
70.0
-60.4
60.4
' - 54.3
54.3
r -51.1
51.1
-47.9
47.9
- 44.8
44.8
-42.2
42.2
-39.7
39.7
B,E
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-
A
-75.0
70.0
-75.0
70.0
-73:7
70.0
-67.9
61.9
-59.0
59.0
-52.8
52.8
-49.9
49.9
- 46.4
46.4
- 43.5
43.5
-41.1
41.1
-38.6
38.6
8,E
,E
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587
OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16°HS)
ALL "X" SIZES 11? TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0
mower REy0
0•• • . .v e ""n Flosidt
Attressa4 fro If; •
°1 le
TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608
A
GLAZING OPTIONS: C 7/16" LAMI (3116"A,.090,3/16 "HS) F.13/16" LAMI (1 /8 "A, AIR SPACE, 7/16" LAMI -W/ 3/16"A,.090,3/16"HS)
ALL "X" SIZES UP TO 37" WIDE x 76° HIGH 1 -55.0 ( 55.0
NOTES:
X
t . FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
1/4' SS4 CRETE -FLEX ANCHORS.
IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
Z'"-- ,2'
Lucas A. Tumor. P E
PE 458201
ate+. - - -•
F K
3/ .f6iLt
ii
ADD GLASS TYPE E 7D TABLES r a 4
1070 TECHNOLOGY DkIVE
NQKDI48S. IL 34275
NQ P.A. Bob f329
KOU1S FL 34274
PRESSURES- X CONFIG. WINDOWS
'"°'�'
F 4
Wu
>l raw
>
C
-
NO CHANGE INS Sn£ET
ALUMINUM CASEMENT WINDOW, IMPACT
r■," °4
r K
�., ,ay
FK
°an konsav
` &zed ID
c +,. G.um ",
12/17/D2
REVISE ANChORS A ADD 76 HEIGHT OPTION
a"
� �
Visibly Bet
G4 -740
NTS
5 °' 13
cro
7045-8
D
57 A -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0
60 A -75.0 70.0 - 75,01 70.0 -75.0 70.0 -75.0
37 A -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0
43 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75.0
48 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75,0
53118 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75.0
64 A -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0
68 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0
72 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -70.4
74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9
70.0 -75.0
70.0 -75.0
70.0 -75.0
70.0 -75.0
70.0 -75.0
70.0 -75.0
70.0 -75.0 70.0 -75.0
70.0 -75.0 70.0 -75.0
70.0 -75.0 70.0 -75.0
70.0 - 75.0 70.0 -75.0
70.0 - 74.4 70.0 ^ -69.6
70.0 -68.4 68.4 -63.9
_ 70.0271.1 70.0_ -61.8 61.8 -58.9
70.0 -65.5 65.5 57.5 -54.9
70.0 -6a4 60.4 -54.3 54.3 -51.1
67.9 -59.0 596 - 52.8 52.8 -49.9
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0
70.0 -75.0 70.0 -72.1 70,0 -69.5 69.5
69.6 - 65.2 65.2 -630 63.0 - 60.8 60.8
63.9 -60.0 60.0 - 58.5 58.5 -56.2 662
58.9 - 56.1 58.1 _ -53.8 53.8 ' - 50.4 50.4
54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2
51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2
49.9 - 48.4 46.4 -43.5 43.5 _ -41.1 41.1
63
NEG POS
70.0
70.0
70.0
67.5
58.0
53.4
47.7
42.4
39.7
38.6
562, FTL
1 -75.01
I
RT: FTL
607, FTi
-75.0
-75.0
-75.0
-67.5
-58.0
-53.4
-47.7
-42.4
-39.7
-38.6
COMPARATIVE ANALYSIS TABLE 3.
GLAZING OPTION: A. 5/18" LAMI (118"A,.090,118"HS)
HEIGHT
"XX" WINDOWS TEST REPORTS: FTL -3582
NOTES:
1, FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR
1(4" 554 CRETE -FLEX ANCHORS.
2. IF 1NSTALUNG WITH 1/12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F,
a.
env: B. O-$
ItOMAN
H.,
F,, d7345 0 NEIISE ANCHORS &ADD TAX.2576
✓aK G w
sc.
F 12 K Y27JT /PI
1070 TECHNOLOGY DRIVE
NOMMIS. RL 54275
P.O bOX1&9
NOKOMi4 R.34274
34874
PRESSURES - XX CONFIG. WINDOWS
TW
Visibly Better
-3729 CA•r4o NTS I 6 > 13
-3729
70.0
-3
ALUMINUM CASEMENT WINDOW, IMPACT
70.0
55.0
w..veb 7045.8 I 0
X
X
PRODUCT DRNICYRW
-46Q8 ND
Luse) A. Tuner, P.E.
PE 4058901
COMPARATIVE ANALYSIS TABLE 8.
GLAZING OPTIONS. A. 5/16" LAMI (118 "A,.090,1 18"HS) B. 5116" LAMI (118"HS, 090,118 "HS) C. 7118' LAMI (3 h8'A,.090,3t16'HS)
E. 13/16 LAMI (118 "IIS.38" SPACE,5116" LAMI- W/ 1/8"HS,.090.1/8"HSj F.13/16" LAMI (IIrA.AIR SPACE,7 /16" LAMI -W/ 6"A 090,3/16'HS)
HEIGHT
WIDTHS
NEG POS NEG POS NEG POS NEG' POS NEG POS NEG POS NEG
-75.0 70 0 -75.0 70.0 -75.0 70.0 -70.4 70.0 .60.4 60.4 -54.3 54.3 -51.1
"0" "X OX"
A
36
37
39 112
42
45
45
50 112
53 1/8
54
55 1/2
57
55 i
60
72
74
79
90
96
101
106 3/8
108
111
114
117
120
8,E
C.F
A
8.E
CF ,
A
13,E
C,F
A
8,E
C,F
A
8,E
C.F
8,E ,
C,F
A
B,E
C ,F
A
8,E
C,F
A
B,E
C,F
A
B,E
C,F
A
8,E
C,F
A
B,E
C,F
A
B.E
26 31 36 38 318 43 48
50 518 54 57 s
63 ` 67 72 76
-75.0 70.0 -75.D 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0
- 90.0 70 0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0
-75.0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.B 52.8 - -49.9
- 75.0 70 0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0
-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0
-75.9 r -75.0 70.0 -67.8 67.a '62.1'
62.1 ' - 55.7 55.7 -49.8 49.8 -46.9
-75.0 70.0 - 75.0 70.0 -75,0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0
-00.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 .0 -90.0 70.0 -90.0 70.0
-75 0 70.0 75.0 70.0 '-62.4 62.4 - 58.4 58.4 -63.3 63.3 - 56.4 56.4 -53.4
-75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0
-90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0
-75.0 70.0 -70.3 70.0 - 58.0 58.0 -54.6 '59.3 -- 53.6 53.6 -50.9
-75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0
-90.0 70.0'40.0 70.0 - 90.0 70.0 -90 0 70.0 -90.0 70.0 -86.0 70.0 -80.9
-75.0 70.0 40.8 '60.8.51.3 51.3 - 48.3 48.3 - 52.7 52.7 - 48.7 48,7 -46.9
-75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0
-90.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 70 0 - 90.0_70.0 81.2 70.0-75.7
-75.0 70.0 -58.7 58.7' - 48.7 48.7 ' - 45.445.4 - 50.0 50.0 -46.1 46.1"
-75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0
-90 0 70.0 -90.0 70.0 -90.0 70.0 -90.020 0 -88.6 70.0 -76.4 70.0 -71.1
-75.0 70.0 - 58.2 58.2 '-47.9 47.9 -44.5 44.5 -49.1 49,1 -45.3 45.3 43,4
-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0
-90.0 70 0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 •70.1
-75.e70.01-57,f'57.1 46.4 -43.3 43.3 -47.5 '47.5 -43.9 43.5 .42.2
-75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0
-75.0 70.0 -75.0 70.0 - 750 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0
-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0
-75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0
flaw
wr.to5
friar,
0
400 Ot4S$ TYPE E 70 T4BLE c
NO CHAh[:E THIS SHEET
CHANGE ANCHORS ANC ADO 75 IT OPTION
"0' & "414. 112.1/4 XOX" WINDOWS
1070 TECHNOLOGY GRA%
NQXQMNS, Ft 34275
P.O. BOX 1529
NOHOW, FL 34274
POS NEG POS NEG
51.1 47.9 47.9 -44.8
70.0 -75.0 70.0 -75.0
70.0 -90.0 70.0 -90.0
'49.9 '-46.4 '48.4 43.5
70.0 -75.0 70.0 -76.0
70.0 - 90.0 70.0 -90.0
46.9 43.6 43.6 -41.1
70.0 -75.0 70.0 -75.0
70.0 - 80.0 70.0 -90.0
53.4 -50.0 50.0 -46.9
70.0 - 75.0 70.0 -75.0
70.0_- 90.0 70.0 -845
50.9 -47.5 " 4 7 . 5 -44.7
70.0 -75.0 70.0 -75.0
70.0 -81.8 70.0 -76.9
48.6 - 45.345.3-42.5
48.9 '-43.5 '43.5 -41.3
70.0 - 75.0 70.0 -75.0
70.0 -70.3 70.0 -66.8
442 -422 -40.1
70.0 - 75.0 70.0 -75.0
70.0 -66,5 66.5 -63.0
43.4 -41.9 41.9 -39.8
70.0 - 75.0 70.0 -75.0
70.0 - 65.465.4.61.8
42.2 -40.8 "40.8 -39.1
70.0 -750 70.0 -75.0
68.4 43.6 63.6 -60.1
41.2- 39.839.8-38.5
70.0 -75.0 70.0 -75.0
86.7 -61.8 61.8 -56.7
40.2 38.7 38.7 -37.6
70.0 - 75.0 70.0 -75.0
64.9 -80.4 80.4 -57.3
392 -37.6 37.6 -36.7
70.0 - 75.0 70.0 -73.3
_ C,F -90 0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3 "67.3 -83.3 83.3 - 59.1 59.1 -55.9
Pct
Vuibly [totter
�
P03 NEG
44.8 -422
70.0 -75.0
70.0 ,-90.0
43.5 -41.1
70.0 -75.0
70.0 -90.0
41.1' -38.6
70.0 -75.0
70.0 -87.4
46.9 -44.3
70.0 -75.0
70.0 79,7
44.7 -42.1
70,0 -75.0
70.0 -72.4
42.5 -40.4
70.0 , -75.0
70.0 ^67.3
41.3 -392
70.0 -75.0
66.8 -63.5
40.1 38.0
70.0 -75.0
63.0 -60.0
'39.8 -37.6
70.0 -75.0
61.8 -59.1
39.1 -372
70.0 -74.3
60.1 -57.5
38.5 -36.7
70.0 -73.3
58.7 55.9
37.8 -38.1
70.0 722
57.3 -54.5
38.7 -35.6
70.0 =710
55.9 •53.0
t+r
TEST REPORTS: FTL3562, FTL3729, FTL -4607, FTL -4608
POS
422
70.0
70.0
41.1'
'70.0
70.0
38.6
70.0
70.0
44.3
70.0
70.0
42.1
70.0
70.0
40.4
70.0
87.3
39.2
70.0
63.5
38.0
70.0
60.0
37.6
70.0
59.1
37.2
70.0
57.5
38.7
70,0
55.9
36.1
70.0
64.5
35.5
70.0
53.0
NEG POS NEGL
- 39.7 39.7
-75.0 70.0
-90.0_70.0 -55.01 65.0
- 38.6 38.6
-75.0 70.0
-90.0 70.0 - 65465.o
-36.5 36.5
-75.0 70.0
-832 70.0 - 55.0[55.0
.41.9 41.9
-75.0 70.0
-75.8 70.0 .55.0j 55.0
30.7 39.7
-75.0 70.0
-89.2 892 - 55.0 55.0
- 38.4 38.4
-75.0 70.0
-64.1 64.1 -55.0[ 55.0
-37.1 37.1
-74.3 70.0
-90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 '70.0 -90.0 70.0 -90.0 70.0 -88.2
-75.0 70.0 - 65.0 65.0 - 542 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 -48.6
-75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0, -75.0 no - 75.0 70.0, -75.0
70.0, -75.0 70.0 -75,0
70.0 -75.0 70.0 -70.7
- 60.5 60.5 - 55.0155.0
-36.2 36.2
- 72.4 70.0 .
-57.3 57.3 - 53.153.8
- 35:9 35.9
-71.8 70.0
-56.4 58.4 52.81_52.8
-35.4 354
-70.8 70.0
44.8 64.8 x51.1
-34.8 34.8
- 69.8 69.6
- 53.2 532 - 49.4[49.4
- 34.2 342
- 68.4 68.4
-51.6 51.6 - 47.8 47.8
- 33.7 33.7
87.4 87.4
50.0 50.0 - 48.146.3
TABLE 7.
"0" &'1/4-1 -1/4 XOX" WINDOWS
TEST REPORT: FTL -3580
GLAZING OPTION: D. 7/16" LAMI (3/15115,.090,3/16'HS)
AU. "0" SIZES UP TO 50" WIDE x 63" HIGH ANC/ALL "114-1/2-114 XOX" SIZES UP T0120" WIDE.x 83" HIGH _ 70.0
TABLE 7A.
"0" & "114- 1R -1/4 XOX" WINDOWS
TEST REPORTS: FTL4601. FTL -4608
GLAZING OPTIONS' D. 7/16' LAMI (3/16"HS, 090,3)15115) G. 13/18" LAMI (118 A,AJR SPACE. 7 /16" LAM/- W13/16"H3,.090,3118'HS)
LIB
NEGIPOS
- 55
- 55.0155.0
- 55.0155.0
- 55.0155.0
-55.0 55.0
- 55.0155.0
52.8j 52.6
- 49.4149.4
- 48.4148.4
- 46.81 48.8
- 452145.2
-43.6 43.6
- 42.8142.8
ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND AU. "1/4.1/2 -114 XOX" SIZES UP T0120' WIDE x 76 HIGH 155 0155.0
NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR
1/4" SS4 CRETE - FLEX ANCHORS.
2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED T059.6 P.S.F.
NEGIP05
-55.01 55.0
- 55.0155.0
- 55.0155.o
- 55.0155.0
-55.0 55.0
5321532
- 49.6149.6
4621462
- 452145.2
-90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 44.3 70.0 -72.5 70.0 . -68.4
-750 70.0 - 56.2 58.2 - 44.8 44.8 ' 42.1 42.1 - 48.2 48.2 -42.5 42.5 .41.2
-43.61 43.6
-90.0 700 -00 0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 70.0 -66.7
-74.2 70.0 -55.0 55.0 - 43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 402
- 42.6142.6
-00.0 70 0 - 90.0 70.0 - 90 .0 70.0 - 90.0 70.0 -794 70.0 -69.0 69.0 -64.9
-72.9 70.0 -53.4 53.4 -42.2 42.2 - 39.7 39.7 - 43.5 43.5 -40.4 40.4 -39.2
-41.7 41.7
- 40.8140.8
PRESSURES- 0 8 114-1/2-114 XOX CONFIG. WINDOWS
ALUMINUM CASEMENT WINDOW, IMPACT
EamAta.l. few some Oo�rw.
01-748 NTS 7 a 13 7045 -8
x
1
2
O
1
4
x
0
P90.10CE Krises
oatiptril Hoeft
VS
PRODUCfRBNEWSD
as 4:implying Will Ms /Mil
flaidiogdada
( 17;24 ,74p
Lucas A Turret, P E
PE 158201
COMPARATIVE ANALYSIS TABLE 8. • "XO" OR "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582
GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS)
"MY
WIDTH
"XOX"
WIDTH
HEIGHT
26
31
36
38 3/8
43
48
50 5/8
54
57
60
63
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
FOS
NEG
POS
NEG
POS
NEG
POS
37
551 /2
A
-75.0
70,0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
48
72
A
-75.0
70.0
•75.0
70.0
-75.0
70.0
-75.0
70.0
-76.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
' -75.0
70.0
-75.0
70.0
-75.0
70.0
491/3
74
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
53 1/8
79 213
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-72.1
70.0
49.5
88.5
-67.5
67.5
56
84
A
-75.0
70.0
-75.0
no
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-71.9
70.0
-67.7
67.7
- 64.9
64.9
- 62.7
62.7
- 60.4
60.4
60
90
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-68.4
68.4
-63.9
63.9
-60.0
60.0
-58.5
58.5
-56.2
56.2
- 53.4
53.4
64
98
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-71.1
70.0
-61.8
61.8
- 58.9
58.9
- 56.1
56.1
- 53.8
53.8
-50.4
50.4
-47.7
47.7
67.333
101
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
- 66.4
66.4
- 58.2
58.2
- 55.6
55.6
-52.8
52.6
-49.4
49.4
- 45.8
45.9
- 43.1
43.1
70.917
106 3/8
A
-75.0
70.0
-75.0.
70.0
-75.0
70.0
-71.8
70.0
-61.8
61.8
-55.1
55.1
-51.9
51.9
- 48.9
48.9
- 45.8
45.8
-42.8
42.8
- 40.3
40.3
72
108
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-70.4
70.0
- 60.4
60.4
- 54.3
54.3
-51.1
51.1
-47.9
47.9
- 44.8
44.8
-42.2
42.2
- 39.7
39.7
74
_ 111
A
-75.0
70.0
_ -75.0
70.0 _
-73.7
70.0
-87.9
67.9
-59.0
59.0
-52.8
52.8
-49.9
49.9
-46.4
46.4 _
-43.5
43.5
-41.1
41.1
,- 38.6
38.6
TABLE 9.
"XO" or "OX" & "1/3- 1/3 -1/3 XOX` WINDOWS
TEST REPORTS: FTL -3582, FTL -3729
GLAZING OPTIONS: B. 5116' LAMI (1/81HS,.090,118 "HS) E. 13/16" LAM1 "HS,318" SPACE,5/16" LAMI -W/ 1/8 "H6,.080,118 "HS)
ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP T0111" WIDE x 63" HIGH 1 -75.01 70.0
TABLE 10.
"XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS
TEST REPORT: FTL -3580
GLAZING OPTION: C. 7/16° LAMI (3/18 "A,.090,3 /16"HS)
ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63' HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0
TABLE 10A
"XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608
GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/161.IS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /18 ".LAMI -W/ 3/16 "A,.080,3 /16118)
ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76 • HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111° WIDE x 78" HIGH 1 -55.01 55.0
v
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR
1/4' SS4 CRETE -FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
", : "t.
3r:.;.YIJ
Ye.0 77, JI°:
F .l
. "1,w03
d2345
F K . 12/1 7iD2
ADD GLASS TYPE E TO TABLE 9
NO CHANGE THIS SHEET
CHANGE ANCHORS AND ADD 75 HEIGHT OPTION
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
A C BCX t529
NOKOM15 F! 34274
Visibly Belzer
CA-740
PRESSURES XO, OX, t 1/3- 1/3 -1/3 XOX WINDOWS
ALUMINUM CASEMENT WINDOW, IMPACT
NTS I 8 w 13 7045 -8 1 D
1
3
X
1
3
0
1
3
X
X
0
0
X
6
PRODUCT RENEWED
aticossolykutwalbW FtaAdz
Snare
Acaritrznz
i/2
Lucas A. Tun . PE
PE 09201
COMPARATIVE ANALYSIS TABLE 11.
25 38 38 316 ' 43
48 50 518 ! 54
NEG POS NEG POS,NEG POS NEG POS NEG POS NEG POS NEG POS
-75.0 70.0 - 75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.8 60.81 -56.1 58.1
-75 0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -754 70.01 -75.0 70.0
"XOX' VENT FIXED
A
69254' 19.125 31.014 B,E
66919
95.973
108.549
115.592
122
125.136
126.000
130
130.376
134
GLAZING OPTIONS, A. 5116" LAM! (1/8'A..090,1/8 "HS) B. 5116" LAM( (118"HS,.090.1/8"HS) C. 7116" LAM( (3/16"A,.090,3/18°HS)
E. 13118" LAMl (118"HS,3/8" SPACE. 5116" LAMI -WI 118 "-1S..090,1/B"HS) F. 13115" LAM( (118"A,AIR SPACE,7/16" LAMI -WI 3116'A..090.3/16
HEIGHT
WIDTHS
24
27
30
32
33.687
34
34.791
35.896
36
37
,w.,: h,. Law
FA ,1./25.U3
38.919
42.973
48.649
51.892
54.527
56.135
59.418
58.209
55.378
80
C,F
A�
B,E
C,F
A
8,E
C,F
B,E
C,F
8,6
A
B,E
C.F
A
B,E
C,F
A
8,E
C.F
8,E
C,F
A
8,E
C,F
A
8,E
C , F
-90.0
-75.0
-75.0
-90.0
-76.0
-75.0
-90.0
-75.0
-75.0
-900
-75.0
-75.0
-80.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-74.4
-75.0
-90.0
-74.3
-75.0
-75,0
-90.0
a ADO GLASS TYPE E TO TABLE t t
NO CHANGE THIS SmiET
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0
70 0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90. 70.01 -90.0 70.0
70.0 '49.1 4 8
89.1 -833.4 -4
- 56.5 56.5 -50.4 50.4 475 47.5 - 44.1 44.1
70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.6 70.0 -75.0 70.01 -75.0 70.0
70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 706,-90.0
70.0 - 60.560. -57.2 ' 57.2 -82.1 62,1 -55.2 55.2 - 52.652.8 -49.1 49.1
70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 -75.0 70.0
70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -87.0 70.0
70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -78.5 70.0 -73,6 70.0
70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.01 -75.0 70.0
x
70.0 -90.0 70.0 -90.0 70.0 -90.0 70.6 70.0 732 70.0!- 88.3 88.3
70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.6 -41.4 41.4
70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.01- 75.0 70.0
700 -80.0 70.0 -90.0 70.0 -62.8 70.0 -71.3 70.0 -67.3 67.3 [- 62.5 62.5
70.0 - 43.6 43.6 -41.2 412 -46.1 4S.1' , -41.5 41.5 -40.4 40.4 -38.9 38
70.0 -90,0 70.0 -90 0 70.0 -79.9 70.0 -69.3 69.3 -85.3 85.3 - 60.8 60.6
70.0 -43.5 43.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 '-40.3 40.3 48.8 38,8
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.01- 75.0 70.0
-80.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -69.1 68.1 -65.1 85.1 -60.5 60.5
-72.9 70.0 - 42.2 -39.7 39.7 -415 43.5 - 40.4 40.4 -39.2 39.2 - 37.7 37.7
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01.75.0 70.0
70.0 -90.0 70.0_ -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 [ -59.1 59.1
XO' &'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH.
CHANGE ANcHOiHE AND ADO 79 MFJONT OPTION
"XO" or "OX' & "X(OX" UNEQUAL LRE WINDOWS
57 60 83
NEG POS NEG POS NEG POS
- 56.1 58.1 - 53.3 53.3 -50.5 50.5
-75.0 70.0 -75.0 70.0 -75.0 70.0
-90.0
-41.6
-75.0
-48,2
-75.0
-81.9
-42.0
-75.0
-89.7
-40.7
-75.0
-39.5
-75.0
70.0 -90.0
41.6 -392
70.0 -75.0
70.0 -69.4
70.0 - 53.5 53.5` -50.4 50.4 44,5 54.5 - 50.7 50.7 - 48,248.2}- 44.9 44.9
70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -760 70.0 -75.0 70.01 -75.0 70.0
48,2 -430
70.0 -75.0
70.0 -772
42.0 -40.1
70.0 -75.0
69.7 -66.3
40.7 -38.6
70.0 -75.0
64.8 -61.4
39.6 -37.5
70.0 -74.9
37.5 - 35.7135.7
70.0 - 90.0170.0
392 - 36.9136.9
70.0 -73.8 70.0
70.0 45.2170.0
43,6 - 41.1141.1
70.0 -75.0 70.0
70.0 -73.1 70.0
40.1 - 38.0 38.0
70.0 -75.0 70.0
66.3 -63.1 63.1
38.6 - 36.6136.6
70.0 - 732170.0
81.4 - 58.8158.8
70.0 -71.4 70.0
TEST REPORTS: FTL -3580. FTL -3582,
FTL -3729, FTL -4607, F11-4608
67
NEGjPOS
-55.1 55.0
-55.01 55 0
45.01 55.o
- 55.0155.0
72 76
NEGIPOS NEG10S
- 55.01 55.01 -55.0 L55.0
- 55.155.0' - 55.0156.0
- 55.155.0'- 55.0( 55.0 j -55.0155.0
- 55.155.01- 52152.2
- 50.9150.91. 47.71
70.0 -90.0 70.0. -90.0 70.0 -85.8 70.0 -74.0 70.0 69.4 69.41 - 64.7 64.7
70.0 -48.8 46.8 -43.8 43.6 -47.9 47.8 - -44.3 44.3 42.4 42.41.41.1 41.1
70.0 75 0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.01 75.0 70.0
70.0 -90.0 70.0 -90.0 70.0 -65.0 70.0 -73.1 70.0 480 6116 44.1 64.1
70.0 -45.5 45.5 -42.6 42.6 - 48.7 48.7 -43.1 43.1 -41.6 41.61 40.2 40.2
-81.0
-39.3
-75.0
-60.5
-38.7
-75.0
-59.2
-37.7
-75.0
-57.6
-37.8
-75.0
-57.4
-36.7
-73.3
-55.9
61.0 -58.4
39.3 -37.3
70.0 74.6
60.5 - -57.9
38.7 -36.9
70.0 -73.7
592 -58.5
37,7 -36.2
70.0 -72.4
57.6 -54.7
37.6 38.1
70.0
57.4 -54.6
38.7 "35.6
70.0 -71.0
55.9 •530
584 - 55.7 55.7
37.3 , -35.5 35.5
70.0 71.0 70.0
57.9; -55.2 552
38.9 - 35.0 35.0
70.0 - 70.1170.0
56.5 - 53.8 53.8
38.2 -34.3 34.3
70.0 -68.6 88.5
70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0
54.7 -51.9j 51.9
36.1 - 34.3134.3
70.0 - 68.6 ( 68.5
54.6 - 51.751.7
35.5 - 33.7133.7
70.0 47.4 (87 -4
, 53.0 - 50.0150.0
TABLE 12
"X0" os "OX' & 'Mr UI4EQUAL LITE WINDOWS
GLAZING OPTION: D. 7/16" LAM( (3/16"HS,.090.3/1t3"H5)
TEST REPORT: FTL -3580
ALL "XOX" SIZES UP TO 134' WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX, FOXED WIDTH AND
AU. "X0" or "OX" 51265 UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH
1-80.0
70.0
TABLE 12A
"XO" or "OX" & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608
GLAZING OPTIONS: D 7/16" LAMI (3/1611S,.090,3/16"HS) G. 13!16' LA111(118 A,AIR SPACE, 7/16" LAM( -W/ 3/16"45..090 3/16"HS)
Au.'XOX" SIZES UP TO 134" WIDE x 76° HIGH WITH 3r MAX VENT WIDTH AND 60" MAX. FIXED WIDTH ANP
ALL "XO" or "OX" SIZES UP TO 97° WIDE x 76' HIGH WITH 37" MAX VENT WIDTH AND 60* MAX. FIXED WIDTH
1 45.01 55.0
-52.11 52.1
31.5} 51.5
- 50.1150.1
- 48.1148.1
48.01 48.0.
-46.31 46.3
NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR
114' SS4 CRETE -FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P,S,F-
-47, 7147.7 ] - 44.6144.6
47.4 47.2 j - 441144.0
- 45.8145.81- 43.0143.0
43.91 43.91 41.9141.9
- 43.8L43.8 t- 41.8141
- 42.8142.81 -400 L40.8
a
PRESSURES- UNEQUAL CONFIG XO, OX & XOX
ta.
ALUMINUM CASEMENT WINDOW, IMPACT
s..wr"w Xir 3►w
NTS 9
x
0
x
UNEQUAL LITES
O
UNEQUAL UTES
0
x
UNEQUAL LITES
By
Qkta
tl Klt# tt11 etir1�1
M� h I
PRRDOC: Bi^3.�'irF2
caul17;6 • t, o/T die ii9451G
Aesr, try
'3 -
L`J :a
'
1
rZ
1/2. 1/0
Lucas A. Tumor. P.E.
F A. 7, ta.C3
F K 6+21'14
f C.a.n "1 trot 12
FK ` 1 7/X;
$0707Ec#/? owOYDR4.E
NOKOML5 FL 34275
P•O. BOX 1529
NOKOM6S, F1.34774
VBib1y Bauer
CA
g"441* a 13 7045 -
P.
D
PE 48201
hbchweAl
0
tati
MAX. VENT
DAYLIGHT
OPENING
(SEE SHT. 3)
REFERENCE "XO" & "XOX" FRAME
ASSEMBLY DETAIL, SHEET 11
N erxi u,:
F
or
FK
u._ of
F _ K
3/250.3
War
7110.13
Ft77.US
MAX.
HEIGHT
(SEE SHTS. 3 & 4)
i'J
VERTICAL SECTION
OPERABLE UNIT
5 .A04) 13:16' [G GLAZING BEAD ITEM
C SHOW TOP HINGE
CHO .SNT NO. REF. AND ADD ITEM 93
C +�s
1
MAX. DAYLIGHT
OPENING FIXED &
OPERABLE VENT
(SEE SHTS. 3 & 4)
VERTICAL SECTION
FIXED UNIT
1070 TECy!'OLQGY DRNE
NOKPb1.5. FL 34275
1 &DX 15
4o .c MIS. FI. 34274
MAX. FIXED LITE
DAYLIGHT OPENING
(SEE SHT. 3)
MAX. WIDTH (SEE SHT. 3)
HORIZONTAL SECTION -XOX
yr err yr
MAX. VENT
DAYLIGHT ING
(SEE SHT. 4)
MAX. WIDTH (SEE SHT. 4)
HORIZONTAL SECTION - X
Visibly 1Zeu r
CA.740
HORIZONTAL SECTION - XX
SECTIONS
� ALUMINUM CASEMENT WINDOW, IMPACT
Sur. And d..vw for
NTS to d 13 7rws -a ` n
REFERENCE "XO" & "XOX" FRAME
ASSEMBLY DETAIL, SHEET 11
REFERENCE "XX" FRAME
ASSEMBLY DETAIL, SHEET 11 A
MAX. VENT ff !�
DAYLIGHT OPENING
(SEE SHT. 3) 0
MAX. WIDTH (SEE SHT. 3)
Hr3anJt+r
swits el* re moms
14•05 t 1 ?.' �1
Defuteseues
eft0OI -r cIENEwU
n cossPiying.iih ee,c Fl arias
AcCeptsict .i ; 11
,... ode /"I`Jr,4
J /. _ r
l,.caa A. Turner. P.E
PE assail
•
203
FRAME ASSEMBLY
TUBE, MATL: 6063 -T6
"X" FRAME JAMB
FRAME ASSEMBLY
TUBE, MAIL: 6063 -T6
a,.,o e,
FK T2l1,','O? _
"XX" FRAME ASSEMBLY DETAIL
TE SMS
133" " O.C. wI (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063-T6
MAX. MX.
3" APART AT MID -SPAN Ti 1.376"
.095" I
"X" FRAME JAMB
#12x1 PH TEK SMS
13' MAX. O.C. WI (2) SCREWS
3" APART AT M {D -SPAN
"X" FRAME JAMB / "0" FRAME JAMS
#8x1 QUAD PH SMS
(2) PER CORNER
SASH FRAME
SIDE RAIL
NOKOMIS, FL 34774 y sibly Better
SASH FRAME TOP
OR BOTTOM RAIL
CASEMENT BACKING PLATE
MATL: 6063 -T6
DWG# 7071
IF:An 94.9
0704 Ab
G4740 I NTS 71 > 13 ?V45.8
.062"
NOM.
2.784" --^
FRAME HEAD, SILL, JAMS
MATL: 6063 -T6
DWG# 7002A
"XO" & "XOX" FRAME ASSEMBLY DETAIL
FRAME HEAD OR SILL
D ADD ITEM 89
#8x1 QUAD PH SMS
(2) PER CORNER
I14540.11.
H Np CtlA GF THIS SHEE F
MAIN FRAME ASSEMBLY DETAIL
NO CHANGE THIS SHEET
1
SASH FRAME ASSEMBLY DETAIL
10)0 TECHNOLOGY DPoYE
NOKOM 8. Ft 31275
AD. VOX 1529
1.159"
2.139"
O SASH FRAME HEAD, SILL, JAMB
MAIL: 6063 -T6
DWG# 7003A
.438"
3.544"
.062"
NOM.
�-- 2.784"
0 FIXED FRAME HEAD, SILL, JAMB
MAIL: 6063 -T6
DWG# 7005A
EXTRUSIONS & ASSEMBLY DETAILS
ALUMINUM CASEMENT WINDOW, IMPACT
a lama
1 .1
+ucr
aseu�l501
Saldt.s C4.44
ScYnY�'a5 , 1'.r?!ba • K
11
ixaz
/vf`
Lucas A amv. ?.E.
AE h58701
1n
1
2.919"
PARTS LIST
ITEM
DWG kt
PGT. #
DESCRIPTION
1
7002A
MAIN FRAME - HEAD, SILL & JAMBS
2
1155
781 PQA
48 X 1 QUAD P11 SMS
3
7008
70834A
FRAME CORNER KEY
4
7005A
1,2 "X1'2'X1/8" CLOSED -CELL FOAM TAPE.
5
7003A
781PQA
SASH - TOP, BOTTOM & SIDE RAILS
h
1155
781PQA
48 X 1 QUAD PH SMS
83
7017
67017K
BULB WEATHERSTRIP .187X140
8
'1009
67407
SASH CORNER KEY
9
7024
13/16"
MAXIM MULTI -POINT LOCK .
10
7026
LOCK SUPPORT PLATE
11
3/16A & 3/1615 GLASS W]TH AN 090 INTERLAYER • SOLI: 1A OR DUPONT PVB
as
410 -24 X .562 P1L PN. TYPE f'
12
7014
3/2685 & 3/IRIS GLASS WITH AN.090 LNTERLAYER - SOLUTIA OR DUPONT PVB
'NM-II-LOCK KEEFE&MIL & LH.)
13
1157
78X78PPSMS
08 X . 875 Eli. PN. SMS
14
7013
TIE BAR GUIDE
15
7015
TIE BAR ASSEMBLY
16
7028
MAXIM DYAD OPERATOR
17
7027 —
MAXIM DUAL ARM OPERATOR
18
7030
OPERATOR GASKET
19
7031
BACKING PLATE
20
98.32 X .373 PH. PN. TYPE B
21
7032
STUD BRACKET (LH. & Rill
22
78587A
Y8 X WELT. PHI. SMS
23
7033
OPERATOR TRACK & SLIDER (DUAL ARM)
24
1022
SNAP •ON HANDLE
25
7023
12" HINGE (HEAVY DUTY)
26
710x 12EP
410 X .500 PH_ PHL
30
5/16" LAMINATED (1/8A &1/1114S GLASS)
.090 L"1TERLAYER - SOLU JAOR DUPONT PVB
31
5/16" LAMINATE) (11885 & HMS GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
32
7116" LAMINATED (3 /16A & 31160S GLASS)
.090 0STERLAYER - SOLU77A OR DUPONT PVB
33
7/16" LAMINATE) (3/I6HS & 3/1685 GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
40
7036
GLAZING BEAD (5/16°)
41
7042
GLAZING BEAD (7/16") -
43
1224
6TP247
VINYL. BULB WSTP (THICK)
44
SILICON): - DOW CORNING 899, 995 OR EQUIV.
45
?ARADOND
46
1634
6163K
SETTING BLOCK
50
7006
SCREEN FRAME
51
7040
SCREEN CORNER KEY
52
SCREEN CLOTH
53
1635
61635K
SCREEN SPN.IRE - SERRATED
54
331
60976
CASEMENT SCREI CLIP
55
78x12PSTW/B
*8 X.500 SO. PN. TEK SMS
67
7004A
67004
CASEMENT FRAME ASS'Y. TUBE
08
712XtPVT
412 X 1" PH. PHIL_ TM.
69
7011
LOCK SLPPORT PI ATE
' 70
7012
LOCK SPACER
71
7019
711573
SNAP -ON T- HANDLE KNOB
72
7018
7FLOHD
FOLDING DANDLE
PARTS LIST CONT.
rfE■
DWG #
PGT. #
DESCRIPTION
73
7025
MAXIM SINGLE LOCK
74
7016
SINGLE LOCK KEEPER
75
70834A
48 X .750 QUAD PN SMS
80
7005A
FEUD WINDOW FRAME - HEAD, SO L & IAMBS
81
1155
781PQA
98 X 1 QUAD PIS SMS
82
7010
FIXED FRAME CORNER KEY
83
7007
INSTALLATION HOLE COVER
83
7047
67407
MATING BEAD (13:16 - 1G.)
86
13/16"
LG. GLASS (1/8'11S, AIR SPACE, 5/161 AMI) 5/16' LASI3 =
(2) DYES OF 118"HS GLASS WIIII AN.090 INTERLAYER • SOLVRA UR DUPONT PVB
87
13 /16"
I.G. GLASS (14145, AIR SPACE, 71161,AMI) 7/16' LAW =
3/16A & 3/1615 GLASS W]TH AN 090 INTERLAYER • SOLI: 1A OR DUPONT PVB
as
13/16"
6G. GLASS (1/8"15, AIR SPACE. 7 /16"IA)41 7/16" LAM1 m
3/2685 & 3/IRIS GLASS WITH AN.090 LNTERLAYER - SOLUTIA OR DUPONT PVB
89
7071
67071
CASEMENT BACIIING PLATE (SEE NO 1E 4, SIFT 13)
F K.
mow,
H.
& ac 8, .
F li
325103
me
7nd173
tar
6
ReY4Yr"
8
"e,"cs
C
"t7annf
D
ADO 13116"/Z. GLASS 8 GLAZING (ICAO
NO CHANGE TMS SHEET
ADD EQUIV. TO ITEM 44. SILICONE AND ADO ITEMS 87. AND 83
I
�.. e) . one c"aw Br' Lbw
F.K /2/17/02
109 TECHNOLOOVORNE
NOKOMIS. FL 39273
P,O BOX 13
NOKOMlS. FL 34274
.706"
.050"
_t
.865"
0 5/16° GLAZING BEAD
MATL: 6063 -T6
DWG# 7036
.523" —1 r I
050" 1 111- .86
i,
0 7/16" GLAZING BEAD
MATL: 6063 -T6
DWG# 7042
°CASEMENT SCREEN FRAME
MATL: 6063 -T6
DWG# 7006
PARTS LIST & EXTRUSIONS
' 993" .289"
83 INST ALLATION HOLE COVER
MATL: 6063 -T6
040" DWG# 7007
f .172"
.870"
.125"
.062"
—►1 1.124' 1---
.050"
1-- .569"
0 13/16" GLAZING BEAD
MATL: 6063 -T6
DWG# 7047
.093"
67 CASEMENT FRAME
ASSEMBLY TUBE
MATL: 6063 -T6
DWG# 7004A
ALUMINUM CASEMENT WINDOW, IMPACT
Yirib/y "'n1 *Me 5* Craws ea
CA -74o NTSJ 12 13 L 7045 -8
2.701
PRODUCT tiewnven
as cet5054eg *Kb thy Pimtdt
Lures A. Vone,. ?.E
PE b5820t
Mechanical
AiA 2x WOOD BUCK
(SEE NOTE 3)
114" MAX. SHIM ---) r-
aSEE Nr7.. L.
R:.,1 Qom
F 6. 3
El
iawa"
11/2" 1_
MIN.
OPERABLE UNIT FRAh1E
TO WOOD BUCK
1 1/2" OR MORE THICK
1 /4" MAX. SHIM
®SEE NOTE 1
NO CHANGE THS SHEET
r 2 T!1 LU3 C NO CHANCE T1i1S SHEET
a ix WOOD BUCK
(SEE NOTE 3)
1t4 " MAX. SHIM
�
1 1/4°
MIN.
OPERABLE UNIT FRAME
TO CONCRETE
rw•: Gra w..a..
F K. 6/230u5 D REVISE NOTES AND REMOVE 3) 10 TAPCONS 304 SCREWS
o,• :mu.
1:/17/C .. _ u � oowr
I F..
OPERABLE UNIT FRAME
TO CONCRETE WI WOOD BUCK
LESS THAN 1 1/2" THICK
SEE NOTE 4
iQYQ TECHM LOGYORIYE
NOKOWS, FL 34275
P.O. 5O( 1529
NOKO,WS, FL 34274
Vutbby Better
2x WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM --�1
a, SEE NOTE 2
-.I 1 1/4"
MIN.
FIXED UNIT FRAME
TO CONCRETE
NOTES: Q
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4
CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING.
2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4° ELCO SS4 CRETE -FLEX.
SEE SHEET 1 FOR SPACING.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 1/2". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISD CTION.
4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY.
ANCHORAGE DETAILS
ALUMINUM CASEMENT WINDOW, IMPACT
S"n.4arir
CA-740
1 112°
MIN.
FIXED UNIT FRAME
TO WOOD BUCK
1 1/2" OR MORE THICK
NTS
(VOTE: ALL DETAILS
APPLY TO HEAD,
SILL, AND JAMB.
13 4 13
SEE NOTE 4
A ix WOOD BUCK
(SEE NOTE 3)
114° MAX. SHIM
4 SEE NOTE 1
Chop; ,m 7(145 -8
r
SEE NOTE 4
1 1/4"
MIN.
FIXED UNIT FRAME TO CONCRETE W/
WOOD BUCK LESS THAN 1 1/2" THICK
�i�rw - t> 29. J 1
arer „ ?Jr:.
„ IN
PRODUCT K€NEWEI)
aA c 41 YW& with 11m i1*idt
Ada Na
Lucas k Turner. P E
PE 958201
Mechenzal
MIAMI
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 331304563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE OA
PGT Inds
1070 Tedmo logy Drive
Nokomis, FL 34275
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 Mianal-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 an 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 High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series 88.700 Alumina= Single Hung Window -
APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1
thnsugh 11 of 11, del 9/1/05, with revision dated 1124/06, prepared by PGT Industries, signed and sealed
by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice
of Acceptance number and approval date by the Miami Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABE LING: 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 deters if than has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 05- 101 &01
Expiration Date: March 23, 2011
Approval Date: March 23, 2006
Page 1
GENERAL NOTES: IMPACT SINGLE HUNG WINDOW
1. GLAZING OPTION: (SEE DETAILS ON SHEET 2)
A. 5118• LAIN CONSISTING OF (2) UTES OF 1A8' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEICKEEPSAFE MAXIMUM PVB INTERLAYER.
B. 518• LAIN CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEMEEPSAFE
MAXIMUM PVB INTERIATER.
C. 5118' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHEt4ED GLASS WITH API .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER.
D. 7118' LAMI CONSISTING OF (2) UTES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAREGKEEPSAFE MAXIMUM PVB INTERLAYER
E 718' LAW CONSISTING OF (1) UTE OF 311W ANNEALED GLASS AND MUTE OF 3118' FEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUT&CITE OR
MAXIMUM PVB.
F. M8' CONSISTING OF (2) UTES OF 8118' HEAT STRENGTHENED G LASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB 9ITERLAYER.
G.13110' LAMI 93: (1)LTTE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5118' LAM CONSISTING OF (2) UTES OP 1/W ANNEALED GLASS WITH A .090 DUPONT
BUTACTTE OR MAXIMUM PVB I NTEIBAYER.
H. 13116' LAMI 1(;4 (1) UTE OF 118' HEAT S RENMENED GLASS. AN AIR SPACE AND 518' LAM1 CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) UTE OF 118' HEAT
STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SARENKEEPSAFE MAIM PVB INTERLAYER
L 13118' LAMA 1G: (1) UTE OF 118' HEAT STRENGMENED GLASS, AN AIR SPACE AND 8118' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090
DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
J 13118• LAMI 1 : MUTE OF 1X8' HEAT STRENGTHENED GLASS„ AN AIR SPACE AND 7118' LAMS CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT
BUTACITE OR SAFLEXIKEEPSAFE M XIMUM PVB INTEiI.AYER.
K. 13118' LAID IG: (1) UTE OF 118' HEAT STRENGTHENED GLASS. AN AIR SPACE AND 718' LAM CONSISTING OF (1) UTE OF 3118' ANNEALED GLASS AND (1) UTE OF 3116' HEAT
STRENGTHENoD GLASS WITH AN .090 DUPONT B TAC lE OR SAFLEXMEEPSAFE MAXIMUM PVB.
L 13118' LAM IG: (1) UTE OF 118' HEATS LASS, API AIR SPACE AND T118" LAIN CONSISTING OF (2) UTES OF 3116' FEAT STRENGTHENED GLASS WITH AN .090
DUPONT BUTACITE OR SAFUEMEEPSAFE MAXIMUM PVB INTERLAYER.
2. tONFIGURATIONS:'OX' ( 111. VIEW AND RADIUS TOP. ALL VW LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3)
A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.96.
B. POS THE DESIGN LOADS BASED ON WATER TEST PREP Ate GLASS TABLES ASTM E 1300-98.
4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS..
5. SHUTTERS ARE NOT REQUIRED.
8. FRAME AND PANEL CORNERS SEALED WITH NARROW JONYT SEALANT OR GASKET.
7. REFERENCE TEST REPORTS: FTL-4845, FTL-4848. FTL-4647. FTL.4848. FTL.4849. FTL.4650. FTL -4851 AND FTL -4723. d
8. (MODEL DESIGNATION 311700. ALSO REFERRED TO AS 811701.
O
10:111* riser
F.
-A MAW
A
mob+ Ore
09 F7L 4723 TO?JOIE 7.
J.J. 1W10
1070 TECHNOLOGYORIVE
NOKON19. rt. 5075
P.0.130% 1529
NOKOMIS 274
GENERAL NOTES
ALUM. SINGLE HUNG WINDOW. IMPACT
ttste i4 Better SOW I N I " 1
I6 r 11
NOA DRAWING MAP
SHAT
GENERAL NOTES-- 1
GAZING DETPAI C 2
DESIGN PRESSURES.......3
ELEVATION... ..._ 4
VERT. SECTIONS............. 5
HORIZ. SECTIONS 5
PARTS UST 6
EXTRUSKINS---. 7
CORNER DETAIL...__..... 7
ANCHORAGE_.._ 8-11
Apparel i
gerbil
6a>d with h TM
Date
NOM
/ P
/ t'6"
Robert Lc t. P.E.
PE #08712
BtrueYaal
0
(18,87 or 88
FX Welt A AOCa OE7M3StfEET
Owe* - Odd Ode
I'M WW1 J..L MIMS 1
1L.L=1_l
13116' LAMI IG GLASS W15/16" LAMI
lir NOM.
GLASS BITE
t
1? NOM.
GLASS BITE
Am U8' ANNEALED OR HEAT S'TRENGTH1 GLASS
.090 SOUJTIA OR DUPONT PV8 IN ERLAYER
Ur ANNF -AL.ED OR HEAT STRENGTHENED GLASS
8P18' NONL
Or LAMINATED GLASS
- 118' ANNEALS OR FEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTER LAYER
— 118' ANNEALED OR HEAT STRENGTHENED GLASS
5J18' LAMINATED
AIR SPACE
WIT HEAT STRENGTHENED GLASS
13118' NOM.
tIr 3118' ANALED OR FEAT GLASS
.090 SOLUTIA OR DUPONT PVB I NTERLAYER
NW ANNEALED OR HEAT STRENGTHENED GLASS
T1W LAMINATED
7/16' LAMINATED GLASS
n.
1070 TECHNOLCON ° P NOKOMIS.
P. O. aoz 182u
sa FL34!p V Berger
GLAZING DETAILS
12' NOM.
GLASS BITE
13116" LAMI IG GLASS W/ 7/18' LAM!
t
1
12' NOM.
GLASS BITE
t
-�I +– 311 ANNEALED OR HEAT STRENGTHENED GLASS
�-- - .090 SOLUTIA OR DUPONT PVB M ERLAYER
� +-- -- 318' ANNEALED OR HEAT STRENGTHENED GLASS
7118" LAMINATED
AIR SPACE
1/$' FIAT STRENGTHENED GLASS
13118' NOM.
ALUM. SINGLE HUNG WINDOW. IMPACT
srt>ov FUR I 2 all 1 �
4040-20
a EXTERIOR INTERIOR*
(AU. SECTIONS)
L
A.B.GM
A.8.G.H
A,13.0,14 MAR
+80.0
+80.0
+90.0
+80.0
40.0
-80.0
-80.0
40.0
+800 -80.0
+80.0 -80.0
+60.0 -80.0
+80.0 -80.0
+75.8 ' -75.8
468.8 58.6
+80.0 -80.0
+80.0 , -80.0
+74.4 -74.4
+68.0 68.0
460.5 -80.5
+56.5 -56.5
+80.0 -80.0
+80.0 -80.0
+89.8 , 49.8
+83.3 43.3
+57.4 -57.4
+53.0 -53.0
+80.0 -80.0
+68.1 -88.1
+572 -572
+64.0 44.0
UP TO 53 U8"
amedar
F .K.
ommo
WIDTH GLASS TYPE
32"
37"
40"
44'
48'
63'18"
Oar
A1/D3
.4
A.B,G,H
C,D.E,FJ,J.KL
WIDTH GLASS TYPE
28' A.
s2"
37'
40'
44"
48"
Q 118"
UPTO53118'
+800 -80.0
12 16116'
+70.0
+70.0
+70.0
+70.0
+70.0
+70.0
+70.0
29314'
-70.0
-70.0
-70.0
-70.0
-70.0
-70.0
-70.0
13/16" LAMI 10 -1/8' HEAT STRENGTHENED AIR SPAC
ADRI7L- 47237D6ASSTYPESAH G
" alms I
60 618" 69 11'
+63.4 -83.4 +32.0
ALL lawn; TO 78"
38 318'
16 318"
+70.0 -70.0
+70.0 40.0
+700 " -70.0
+70.0 70.0
+700 70.0
+70.0 -70.0
+70.0 -70.0
GLASS TYPES:
A 918' LAME -(18" ANNEALED..090,18' ANNEALED)
13.6118' LAMI - (1M ANNEALED HEAT STRENGTHENED)
C. 5/16' LAM. 1/8" HEAT STRB413THENED 090 U8' HEAT
D. 7118" LAMI - (3118' ANNEALED „090, 3116" ANNEALED)
E. 7116' LAMI • 18" ANNEALED 090 3/18" HEAT STRENGTHENED
5118' LANI
5118' tA8U-
+70.0
+70.0
+70.0
+70.0
+68.3
461.4
etAAALA-
WINDOW HEIGHT
STANDARD VIEW AND RADIUS TOP WINDOWS WITh1 HJOH SILL OPTION
44'
18 sir
+70.0 -70.0
. 117
40"
44"
48'
53115'
UP TO 53118'
D,E,J.K
FL
7� LiT1 47iTIF�i:r3',ii%I;I cI ui! ' :iiL I tL = i1<M
50615'
+70.0
+70.0
+70.0
+70.0
-70.0
-70.0
-70.0
-70.0
1111111111111UR
80"
+70.0
+70.0
+70.0
+672
-70.0
-70.0
-70.0
47.2
+70.0
+70.0
+69.8
+62.9
70.0
-70.0
49.8
42.9
78'
+70.0
+69.4
4832
+57.2
+70.0
-70.0
49.4
832
-57.2
-70.0
t7 C 7 7I'
F. 7/18" LAME ;53/18" HEAT STRENGTHENE0,.090. 3/16' HEAT STRENGTHENED)
6.13/18" LAME (0 -1/8" HEAT STRENGTHENED AIR SPACE, 8/16" LAME -
(4.13116' LAM 10 -118" HEAT STRENGTHENED AIR
1/8"
- 52.0 +47.9
HNIH
70.0
-70.0
-70.0
700
48.3
41.4
WINDOW I IGHT OVER SASH WEIGHT
60 M8"
216!18'
+70.0 -70.0
+70.0 -70.0
+70.0 -70.0
+87.8 -67.6
4602 422
+56.3 -88.3
+51.6 -51.6
HEIGHTS
09018"
-47.9
+70.0
487.6
+58.0
+54.2
+49.8
+45.1
+40.8
1Q7o mcwieLOGY OWE
Nip tOMS.FL31275
P.O. KW 1+
NCK9 IS. FL 31V4
+48.3
+90.0
79' HIGH
1/8" ANNEALED 090 HEAT STRENGTHENED
eat
83'
26114'
-48.3
-80 .0
-70.0
67.6
-58.0
-54.2
-49.6
.45.1
-40.8
'O'
MEETING RAIL
'O'
MEETING RAIL
29 13!18"
70.0 -70.0
+58.1
+51.3
+57.7
+53.7
+49.5
+44.8
73'
1/8" HEAT STRENGTHENED
-58.1
-51.3
-57.7
-53.7
-49.5
-44.8
TABLEA
T4' 78'
30 6T8" 31 7118'
+70.0 -70.0 +70.0 -70.0
+58.6 -58.6 +55.2 -55.2
+50.0 . -50.0 ' +48.6 -48.6
+56.1 -56.1 +54.7 -543
+528 -52.9 +51.7 -51.7
+48.6 -48.8 +47.8 -47.8
+43.9 - 43.8 +42.9 -42.9
+70.0 -70.0
TEST REPORTS TABLE 4.
HTL- 4847.4848.4723 A
FTL- 4647.4848
FTL- 4847 4848
FTL -4845
FTL-4845
FTL -4845
FTL- 4848 4851 4723
FTL
4651
1/8" HEAT STRENGTHENED
.1. 13/16' LAME K3 -18' HEAT STRENGTHENED AIR SPACE, 7116' LANE - (3116' ANNEALED „090, 3118' ANNEALED)
K. 13118' LAMI I0 -18' HEAT STRE14(3THENED. NR SP ACE, 7/16' LAME- (3118' ANNEALED,.090, 3118" HEAT STRENGTHENED) FTL-4849. 4850
L 13116' LAME 16 -1/8" HEAT STRENGTHENED. NR SPACE, 7/18' LAME - (3/18' HEAT STRENOTIENED.. 090, 3/16' HEAT STRENGTHENED L FTL-4849. 4850
NOTE WINDOWS WITH THE LOW SO1 OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTLD.
1.:1
FTL-4848
4851
FTL4849.4850
DESIGN PRESSURES
ALUM. SINGLE HUNG WINDOW, IMPACT
Mit
srgeo I NTS 3 11 I
MEETING RAIL
Approved as awarlylas wkb the
1 ‘/'
1%)
Rabin L Cbrk P.E.
PE ,139712
Nudged
SEE DLO TABLE
SEE OW TABLE
(MAX)
53
WIDTH (ALL)
49 518' MAX. FIXED
DLO (ALL)
48 V4• MAX
VENT DLO (ALLI DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
SEE DLO
TABLE
B +�
DETAIL D
VIEW (CUSTOM SASH)
DETAIL E
RADIUS TOP (CUSTOM SASH)
o�ro
LOW HiGH
DETAIL SILL SILT.
A 341/2'
B 41W 411/4'
C 41 114' 40 718'
D 52 518' 52 11118'
E 52114' 5218'
TC T
L HIGH
DETAIL SILL SILL
A 34112" 34 3118'
B 27 7H8' 27118'
C 27 7118' 27 1/8'
D 16 318' 15 314"
MUM 18 318"
ALUM. SINGLE HUNG WINDOW, IMPACT
ar
WsZep
L
A
I
IlikETA
rizzamummumm
SEE DLO TABLE
SEE OW TABLE
(MAX)
53
WIDTH (ALL)
49 518' MAX. FIXED
DLO (ALL)
48 V4• MAX
VENT DLO (ALLI DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
SEE DLO
TABLE
B +�
DETAIL D
VIEW (CUSTOM SASH)
DETAIL E
RADIUS TOP (CUSTOM SASH)
o�ro
LOW HiGH
DETAIL SILL SILT.
A 341/2'
B 41W 411/4'
C 41 114' 40 718'
D 52 518' 52 11118'
E 52114' 5218'
TC T
L HIGH
DETAIL SILL SILL
A 34112" 34 3118'
B 27 7H8' 27118'
C 27 7118' 27 1/8'
D 16 318' 15 314"
MUM 18 318"
ALUM. SINGLE HUNG WINDOW, IMPACT
ar
WsZep
L
A
I
wowRa
FJC
termer
erc •
t
time
SIRS
{.' 2784• 1
NO CHANGE THIS MEET
I
INSIDE
(LOW SILL)
(SEE NOTE)
IN
9 & 10
BALANCE PARTS USED
ON SASHS <40 LBS
il:ntl t7ede .... .T
//i
41
WEE
NOTE)
MAX VENT DAYUGHT OPENING
::Ali
ter— MI — L 111.1111111111111111. F
"
MAX. FIXED LITE DAYLIGHT OPENING
MAX. VVlOTH
SECTION A A
OUTSIDE
NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAU. BOTTOM LOCKS LOCATED
0' FROM EACH SIDE OF VENT.
F• 2.T10'�
BAUV4CE PARTS USED
Ot4 SASHS'40 LBS
148,i
2.790'
Approved as emptyi with tie
rrEM 01110.11 DESCRIPTION
1 4002A FLANGE FRAME HEAD
2 1155 18 X 1.000 QUAD PN. SPAS
3 4003C FLANGE FRAME SILL (LOW SILL)
1628 ADHESNE OPEN CELT. FOAM PAD
6 4004 FLANGE FRAME .IAMB
7 4025 SASH STOP (ALUMA -TILT)
8 4025 SASH STOP (EGRESS) 1.125 LONG
9 4029 CALOWELL ALUMATILT BALANCE, 518'
10 ' 1080 ' BAL COVER, RIGID VINYL, 5/8"
11 68 X .T50 PH. PN. SMS
12 BALANCE BOTTOM BRACKET
13 1085 SASH TOP GUIDE, 518' SAL,
14 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .870'
15 t8 X 1 PHILLIPS FLAT HEADS. STL
18 1080.1 ,670 ULTRAUFT BAL.ANC E COVER
17 4053 SASH STOP COVER (ULTRA-LIFT)
18 4029 -1 SASH BRACKET
19
8832X1 ? LG. PH. FH. TYPE FS.STL
20 1088 SASH TOP GUIDE,11ne' BAL.
21 4054A FOLD MEETING RAIL
23 4008C SASH TOP RAIL
25 1235 WSTP.,.170 X 210 BACK, FIN SEAL
28 1098 SWEEP LATCH
27 1018 t8 X .625 PM FL MS
28 4007 SASH BOTTOM RAIL (LOW 8111)
30 1228 WSTP. VINYL
31 4008 SASH SIDE RAIL
34 1288 SASH FACE GUIDE
35 1622 LAMI SETTING BLOCK 3132" X 25164' X 1"
38 1052 LAMI IG SETTING BLOCK 1' X 314"x 1/18'
37 1224 VINYL GLAZ. BEAD BULB (THICK)
38 1225 VINYL. GLAZ. BEAD BULB (THIN)
41 40318 GLAZING BEAD, 5118 LAM. GLASS.
42 40448 GLAZING BEAD, 5/18 LAMB WIGRILL KIT
44 4222A - GLAZING BEAD, 7/18' LAMB
45 985C GLAZING BEAD, 7118' LAMB WIG ILL KIT
48 4067 ,GIAZIN G BEAD, 13/16 LAMH I.G.
52 4009 SILL LATCH (EGRESS) (LOW SILL)
53 1088 SPRING, SILL LATCH (EGRESS)
54 2740 SILL LATCH (EGRESS) (HIGH SILL)
55 1014 ;SCREEN FRAME (NOR 8 VER)
58 1030 SCREEN CORNER KEY WIRINGS
57 1031 SCREEN CORNER KEY W/OUT RINGS
58 1073 SCREEN SPRING
59 1824. SCREEN SPUME - .135 DUI. FOAM
80 1635 SCREEN SPUME - .135 DIA. HARD
81 SCREEN CLOTH
PGT8
612225
781PQA
612226
7PAD1626
812227
812244
612244
8BALCVR916
7834AA
78ALTBKT
42504
78X1FPAX
6BALCVR870
84053
7ULBRKT
7832XI2FPFX
425058 a L
64008
675180
71098
612230
6TP249
812231
42501
71822K
71052K
8TP247W,K
BTP248K
840398
844703
84222
8985
84087
784009
7SPRNG
82740
61014
71630
71831
7CASP
61824K
61635K
61818
It♦,drfe tide
1
A
crig
SW/Bd
1070105
dr.rge
ROC
IX
NOCa/ANGE INN SHEET
TECHNOLOGY
PAX 09XMO
00X00 PLUM
ITEM
63
64
67
68
69
70
80
81
82
83
84
85
88
87
88
89
90
91
DMA
1161
4051A
4050A
DESL38PTION
GLAZING CHANNEL (.688 X .500)
X 1.000 PH. BUGLE TEK
GLAZING TAPE, 1/16 X 12 - 7118 LAMI
SASH BOTTOM RAIL (HIGH SILL)
FLANGE FRAME SILL (HIGH SILL)
SILICON, DOW 899, 995 OR EQUIV.
MT*
6533402
708X1
628V1510
64051
64050
■
A. GLASS, 5116' LAMS, (1/874„090 PV8,1/6A)
B. GLASS, 5116' LANG, 1/8'A,.090 PVB,1
C. GLASS, 5116' LAMI, (1/8'HS,,090 PV8,1/6HS)
D. GLASS, 7116' LAMI, (118"A,.090 PV8.118'A)
E. GLASS, 7118' LAP*9. (1/8'A,.090 PVB,118'HS)
F. GLASS. 7118' LAM. (1/8115,.090 PVB.1/81HS)
G. GLASS, 13/18' LAMI IG; 1/8145, AIR SPACE,.5/18' LAW, (118'A..090 PVB.UBWA)
H. GLASS, 13116' LAMI 10;1/8"HS, AIR SPACE. 5116' LAMI, (US'A,.090 PVB,1/8"4S)
1. GLASS, 13/16"LAS 1G;118"HS, AIR SPACE, 5/16' LAM. (1/8'9 ,.090 PV8,1/8'HS)
J.
GLASS, 13/16' LAM 1Q; 1/8'HS, AIR SPACE, 7118' LAMI. (3/16'A,.090 PVB.3116'A)
K. GLASS, 13/16" LAMI 1Q;118"HS, AIR SPACE. 7/16' LAMI. (3/18'A..090 PVB,3/18'HS)
L GLASS, 13/18" LAMI 1Q; 1/8'HS, AIR SPACE, 7/16' LAMI, (3H8'HS,.090 PVB,3/18"HS)
Gi
PARTS LIST
Ale
ALUM. SINGLE HUNG WINDOW, IMPACT
6 . l9
4040-20
Appewed a soslit4ssa sou. fife
Miami Dada PT-4
1.363
O FLANGE FRAME HEAD
#4002A. 8063 48
O FLANGE FRAME JAMB
#4004.6063 -T5
3.448
lbeadDr Daft
ar
FJr
anew 0 X. " avian
(USED AS RADIUS TOP HEAD)
O FLANGE FRAME SILL (HIS
#4050A,6063 -T6
Modem
v aoe
A
a.r.e., art
J.J. 1011041
NO CHANGE THIS SHEET
l
�./ 0 FLANGE FRAME SILL (LOW)
#4003C, 8083 -T8
ttr
1—,46, —(
O SASH STOP
#4025. 8063-T5
f'" 1.513 -61 .738
r.040
0 SASH STOP COVER
#4053, 6083 -T5
1.342
h---1
158 ' - -- I� j _ 1.979
21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL( -
• 94054A, 6063HS-T6 #40060, 6083HS-T8 04007, 608675
88 SASH BOTTOM RAIL (14131-0 �:l #4051A, 6063-75
1070TEC NOL03YORNE
14073:19, FL 3075
FOAM MO
f1oKOMB.IR 3874
SEALANT OR GASKET
AT HEAD AND SILL
VIEW 0-0 VIEW E-E
(111 & VIEW HEAD & SILL, RADIUS TOP SIU4 (RADIUS TOP NERD ONLY)
FRAME CORNER CONSTRUCTION
.050
-41 1.165
0 GLAZING BEAD, 5/16'
640396 8063 -15
31 SASH SIDE RAIL
84006.6083 -T5
.050— .878
1.0964.-- -+'I
GLAZING BEAD, 5/16'
#40449, 8063 -15
1.096 - - _.j T (USED W1 GRILL KIT)
O GLAZING BEAD 7/16' 1
#4222.6063 -75 . 1
. t .ee3
-•
.050 `._ .. T - �,.,. 1
1.097
48
` ' GLAZING BEAD, 13/16' IG
1.115-1 . -i I 114087, 8083-15
0 GLAZING BEAD, 7/16"
#9850.6083 -T5
(USED W1 GRILL KIT)
EXTRUSIONS & FRAME CORNER DETAIL
ALUM. SINGLE HUNG WINDOW, IMPACT
arialtheit NOW I Half 1 11 I 404040 1 A
Rout L Cl . Pc
PE $39112
naucluni
•
ANCHORAGE FOR 111 WINDOWS
SUBSTRATE:
ww
GLASS
C,D,E,F,I,J,KL
C,D.E.F.I.J.KL
•
0
21312112213
SPACING BASED ON THE FILL NQWMIM D
N
1 N
O
ALL TYPES
1
1
1
1
1
1 1 , 1
1 111 111 112 1(1 111 112 112 1[1 212
1 1 1 1 1 1
1
112 112 1(1
212 112 112 212 21 1 2;213
A,B,G,H
1
1
1
1
1
1
1
1
112 112 111 212'112 112 2(2 212 112 213
C,D.E,F.I,J,KL 1 1 1 2 1 1 2 2 1
112 112 111 213 212 112 213 213 212 213
A ,B,G , H
1
1
1
1
2
2
1
z 2
012 1[2 111 213 212 213 213 212 2(3
C.D.E,F,I,J.KL 2 2 2 2 2 2 2 2 2 2
0
1
1
1
2 111 212 212 212 313 212 21
Mil MI EMU EMU EMI KM DILI Mil LIU EBB UN LIU DU LEM EMU EMU ESE1
1
2
1
2
1
213 212 3 3 213 212 314 314
1
1
1
213 212'313 213 212 313 2
3
2
2
2[_3 212 3(4 214,213 414.314
2 1 2 2 1 1 1
213 212 313 "213212 313 2(3
2 2 2 2 2 2
112 112 112 2 3 213 112.213 213,212 "213 21_3 212 3 4314 213 415
314
112 112 1(2 213 213 212 213 213 212 314 213 2131314 314 213 415 315
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2
112 112 1(2 213 213 212 213 213 212 313 213 213 3(3 213 212 3(4 314
C,O,E.F,I.J.KL 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3
2[2 112 112 2(3 213 212 213 2 3 213'314 214 213 415 314 313 415 ;415
2 2 2 2 2` 2 2, 2 2" 2 2, 2 2 2 2 3 2
212 1(2 112 213 213 212 213 2 3 213'213 213 213 313 213 212 314 3(4
C,D 2 2 2 2 2 2 2 3 2 2 3 2 3
213 112 112 213 2[3 213 314 214- 213 314 214 213 415'315 314.518 418
2
A. GM
A,B.0,H
A
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3 213 314 214 213 214 213 2
3'213 2J3 212 314 214
sew* mft
".+w- p.ae
F.K. 1/1'403
aomak pax
Pit . 7/2805
rfteram
A
rrmw'
J1_
VI
28"
wr
44"
WINDOW HIS
so woe
SIOM3:
FROM CORNERS
MEETING RAIL - 171/2" FROM TOP CORNERS
MEETING RAIL -15' FROM BOTTOM CORNERS AND 8' BELOW MEETING RAIL
REQUIRED IN SILL
3
4
2
3
NO CHANGE 7713 SHEET
/8 7 006
2
313
2
EMI EILI EMU ®1I 3EN] L11131ESEI ® EMI EMU EJEI EME1LIE1 C i 3
2 2 2 2 2 2
314
2
213
314
2
21
31
21
IECINOLENT NNE
FL NUS
P.O. SOIL 1578
140140Mti. 1 .3404
Visibly Better
er
r
TABLE 6.
72" 7'4",1 '
0
OlASS TYPES:
A. 5118' LAMI -(118' ANNE4LED,.090,1/8" ANNEALED)
8.5118' LAMA - (116' ANNEALED,.090,1/8" HEAT STRENGTHENED)
C.5/18" LAMI - (1/8" HEAT STRENGTHENE ..090,18' HEAT STRENGTHENED)
D. 7118' LAMI - (3/18• ANNEALED..080, 3116' ANNEALED)
E 7118" LAMB - ( 3118' ANNEALED..090, 3118" HEAT STRENGTHENED)
F. 7518" LAMI - (3/18" HEAT STRENGTHEN ®,.090, 3116• HEAT STRENGTHENED)
G 13118' LANK IG -1/8" HEAT SEED, AIR SPACE, 5/18' LAMB - (1/8" ANNEALED,.090.1/8" ANNEALED)
H. 13118" LAMI IG -118' HEAT STRENGTHENED. AIR SPACE, 5118' LAMI - (1/8" ANNEALED..090.118" HEAT STRENGTHENED)
L 13/18' LAMA IG -116' HEAT STRENGTHENED, AIR SPACE, 5/18" LAk11- ( 118" HEAT ,.090,1/8' HEAT STRENGTHENED)
J. 13(18` LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7/18' LAMA - (3/18' ANNEALED,.090. 3118" ANNEALED)
K 13116' LAMA 1G -1/8' HEAT STRENGTHENED, AIR SPACE, 7/18' LAMA - (3118` ANNEALED,.090, 3118" HEAT STRENGTHENED)
L 13118" LAM* -118" HEAT STRENGTHENED, AIR SPACE, 7518' LAMI - (3118' HEAT STRENGTHENE0.090, 3118" HEAT STRENGTHENED)
2
1
2
1
313
1
212
1
313
1
212
ANCHORAGE NOTES:
1. ANCHOR TYPES:
1 -114' ELCO TAPCONS
2 -1/4' ELCO 534 CRETE-FLEX
3 -412 SCREWS
JAMB BELOW MTG. RAIL
ANCHORAGE SPACING, 1/1 WINDOWS
AWN
ALUM. SINGLE HUNG WINDOW, IMPACT
sort
NTS
Mot
8 of 11
2. INSTALL 111 WINDOWS IN MIAMI -DADE COUNTY PER
TABLE 8.
3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-OADE
COUNTY TO FULL DESIGN PRESSURE, USE 1/4'
TAPCONS, 114' 334 CRETE -FLEX, OR 112 SCREWS
AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE B
FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED
IN CONCRETE.
4. AN HOR QUANTITY KEY:
JAMB ABOVE MTG. RAIL HEAD A 2 2 3 �
11-
a.w�ee.
4040 -20
ar.
A
SUBSTRATE: a MN IR
ANCHOR TYPES : 29314"
318"
44'
80818"
K
78'
N
QQQ
Pf
N QN
N
N
N
N
g
N
Q
N
N.
N
N$
N
., � � 18118"
N N
ALL TYPES
1
1
1
1
1
1
1
1
1
1
312
1
212
1
211
111 111
111
111
111
111
211
111
111
211
211
111
212
212
2
1
24'"
C.D. J,K,L 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
312
1
312
1
212
.1,
11 1 111
111
211
111
111
212
212
111
212
2J2
211
312
212
212
A,B,G,H 1 1
1
1,
'
1
1
1
1
1
1
1
1
1
1
1
1
1
1
111 1 1 1
111
21
111
0 1
21
2
212
111
212
212
211:3/2
.2[
2
212
41
2
312
312
„
C.D.E,F,I,J,KL 1
.1
1
1
1
1
1
1
.1
1
1
1
1
1
211 111
11-1
212
212
111 - 212
212
211
212
2J2
212
312
312,21
413
313
312
A,B,G,H 1 ; 1
1
1
1
1
1
1
1
' 1
1
1
1
1
1.
1
1
1
11,111
111
212
22'1(1
212'212
2 1
212
212
212
3
2
3(2212
312
312
212
37"
4
C,D,E,FJ,J,KL 1 1
1
2
j
2
2
1
2
1
2
2
1
312
212 111
111
212
212
212
212
212
312
212
212
313
313
312
413
313
A,QG,H 1 1
1
2
1
1
2
2
1.
2,
2
1
2
1,
1
312
1
1
312
1
212
212 111
1 1 1
212
1 2 '
2 1 1 .
- 2
1 2
1 - 2
212
312
2I
2
21
312
2
2
212
48..
C,O,E,F.I,J,KL 2 2
2
2
2
2
2
2
2
2
2
2
2
2:
2
2
2
2
212 112
111
222
212
212
212
212
212
3
2
212
212
413
313
312
413
413
312,
2
aB,G.H 2 2
JpQlELI1
2
2
2
2 2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2 nuE
J 2
3
2
2
2
2 umjEal
2
2EJ3
3
M .,
C,D,E,F,I,JAL
2
2
2
2
2
212 212
111
212
212
21212
312
21
212
373
212
212
413
313
312
614
413
313
A,8,O,H 2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
212 212`111
212
212
312
222
212
312
2i2
212
312
2(2
212
413
33;312
48'
C,O,E,F.1,J,KL
212 212
212
212
212
3112
212
212
313
313
212
413
313
312
514
414
413
2
AD.G.H 2 2
2
2
2
2
2
2
2
2
2
2
2
2
•2
2
2
© 2 2 2
1 1
2 2
2
2
3
2
2
EillEinputjuEitj
2
3
®2
2113
3 3
3
83t2„
C,D,E.FJ,J,KL 2 2
2
2
2
2
3
2
2
2
2
212 212
212
312
212
212
313
213
212
313
313
212
414
313
313
514
414
413
A,B,G,H 2 2
I
2
2
2
2' 2
2
2
2
2
2
2
2
2 2 2
2 2 2 2
2 2
3 2
L1E1E1
2
3 111131E11111EMEIEXIMIEWILI
®iEBEI®EN]LAU
i• .r E TC : I.H. ,TT -. I Yr " 'TS 1 r^ 0
HEAD -18 FROM CORNERS
JAMBS ABOVE MEETING RAIL -1712' FROM
JAMBS BELOW MEETING RAIL -15' FROM
ANCHORS NOT REQUIRED IN SILL
, T�;
TOP
BOTTOM
1 _ •
CORNERS AND 2512' O.C.
CORNERS AND 8' BELOW MEETING RAIL
GLASS TYPES:
A. 5118" LAMI - (118' ANNE4LEO..090.18" ANNEALED)
B. 5118" LAME - (118" ANNFALED,.090,1/8" HEAT STRENGTHENED)
C. 5118" LAMI - (118' HEAT STRENGTHENED,.090,1/8' HEAT STRENGTHENED)
D. 7/18' LAMI - (3118' ANNEALED „090, 3116' ANNEALED)
E. 7118' LAME - (3118•ANNEAL.ED,.090, 3116' HEAT STRENGTHENED)
F. 7118' LAME - (3116' HEAT STRENGTHENED,.090. 3118” HEAT STRENGTHENED)
G.1316' LAM110 -118' HEAT STRENGTHENED, AIR SPACE, 5118' LAME - (118" ArNNEALED,.090,U8'ANNEALED)
I1.13/18' LAMS) -118" HEAT STRENGTHENED, AIR SPACE, BUT LAMI - (118'ANNEAL.ED..090, V8" HEAT STRENGTHENED)
L 13118" LAME IG - U8' HEAT STRENGTHENED, NR SPACE, 5118" LAME - (118" HEAT STRENGTHENED,.080,1/8' HEAT STRENGTHENED)
J. 13118' LANE 13 -118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAME - (3118' ANNEALED „090, 3/18' ANNEALED)
1(.13/18” LAME K3 -118' HEAT STRENGTHENED, AIR SPACE, 7116' LAME - (3118' ANNEALED..090. 3/18' HEAT STRENGTHENED)
L 13118' LAMI (0 -118' HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - (3/16' HEAT ST RENGTHENED,.090, 3116" HEAT STRENGTHENED)
Root* the
ANDARD VW AND
NO MANCE 7H7SMEET
P
4. ANCHOR QUANTITY KEY:
TABLE 7.
WO TECHNOLOGY DRAPE p
NOKOMIS. FL 34275
P.Q BO* 93>8
NOK01418.FL34V4 WS1*Bette►
ANCHORAGE SPACING, STANDARD VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT
NTS 9 • 11 4040-20
ANCHORAGE NOTES:
1. ANCHOR TYPES:
1 -114' ELCO TAPCONS
2-1/4' ELCO 3S4 CRETE -FLEX
3-512 SCREWS
2. INSTALL STANDARD VIEW AND RADIUS TOP
WINDOWS IN MIAMI-DADE COUNTY PER TABLE 7.
3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE
COUNTY TO FULL DESIGN PRESSURE, USE 1/4'
TAPCONS,1/4' 834 CRETE -FLEX, OR 512 SCREWS
AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7
FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED
IN CONCRETE.
HEAD 2
JAMB ABOVE
MTG. RAIL 2i 3 4.
JAMB BELOW MTG. RAIL
t
Robert L Cttk, P.E.
PE 3112
snuctt a!
TABLE 8.
WIDTH
24"
32"
3r
40"
44"
531(8"
Ors
*oink Vat k rilediftesc
1409 A
AN CHORAGE FOR VIEW AND RADIUS TOP
SUBSTRATE - +�_
ANCHOR TYPES- _ 29 3r " . 38 3M"
GLASS
TYPE
19118" 0, E, F, J, K L 1
D,E,F,J,KL 1
D, E, F, J, K, L ' L
a
D,E,F,J,KL 1
D, E, F, J. K L 2
112
D, E, F, J. K,
F, L
0, E,J,K
F, L
Ibasser
111 211
1 1
111 212
1 1
1
112
2
2
312
2
111
1
12
2
113
2
113
112
2
PamPF eeec OsoleM O rare
FSr. 712149S Tanaoe
1
1(1
1
112
1
2
112
113
13
2
11
1
8
11
112
2
1
1 1
1
112
1 1 1 1
112 12 ;112 112
1 1 1
112 112 212 112
2 2 2 2
1(2 1(2 2( -1(2
213
2 2
112 (213
2 2 2 2
112 112
N
111
1
112
2
212
213
2
213
2
1
1
1
1
112
1
1
112
2
112
2
1
112 2
112
2
1
( 1
1
212
1
212
2
21 2
2
212
2
2 2 3
13
13
3
1(2 212
3
NO CHANGE MOOS SHEET
1
111
1
412
1
212
2
- 212
2
212 212 312 212 2
2
212
2
21
2
213
3
112 212'
2
2
212
2
212
2
2
2
313
3
313
3
212
3
2
1070 TECHNOLOGY ORIVE
NoKCMIS p .34V$
P.O. eft 1520
NOKCMS. R.54274
50518"
cv 1
1 1 1
2(1 111 2(1
1
212 2(1 312
1 1 1
2
212
2
2
2
2
412
2
212 212,412
2
21 3
2
2
213
3
2
2 2
2
212
2
4
513
3
3
3
2 312 3
13
2
113 113 112 213 213 212 213 213 212 313 213 2T2 513
0, E, J, K 2 2 2 2 2 2 3 3 2 3 3 2 3
113 113 11 3 212 213 2 3 212 313 213 212
SPACING BASED ON THE FOLLGW04 212 DHNENSfONS:
HEAD -181? FROM CORNERS
JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C.
JAMBS BELOW MEETING RAIL -8" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS)
ANCHORS NOT REQUIRED IN SILL
2
80" 83"
1 1
2 211
1 1
2 2 211
1 . 1
312 312
2 1
312 31 2
2 2
4 2 3
2
4 3 312
2 2
4(3 312
3 2
2
413 312
3 2
4(3 312
eD
72", 74",
11
1 1
3(1 3(1
1 1
412 312
1 1
2 ,
412
2
5(2 412
2
512
2
2 812 412 412
2•
813
3
813
2
412
3
713
3
2
512
2
2
512
3
513
2
813,412
7S"
N
1
2(1
1
31 1
1
3(2
1
412
.2
2
412
2
513;412
2
412
2
512
2
412
GLASS TYPES:
D. 7118" LAMI - (3(18" ANNEALED, 090, 3/18" ANNEALED)
E. 7/18" - (3/18 ANNEALED,.090, 3M8" HEAT STRENGTHENED)
F, 7/18" LAMI - (3(18" HEAT DIED 490, 3118" HEAT STRENGTHENED)
J. 1311/7' LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3/18" ANNEALED,.090, 3118" ANNEALED)
K 13118" LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3/18" ANNEALED,.090, 3118 HEAT STRENGTHENED)
L. 13118 LAMI IG - 1(8" HEAT STRENGTHENED, AIR SPACE, 7/18 LAMI - (3/18" HEAT STRENOTHENED,.090, 3(181 HEAT STRENGTHENED)
ANCHORAGE SPACING, CUSTOM VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT
/ftemwei p.a. SH? I NTSS 10 + 11 4040 -20
ANCHORAGE NOTES:
1. ANCHOR TYPES:
1 -114" ELCO TAPCONS
2 - 114" ELCO 334 CRETE -FLEX
3 - 912 SCREWS
2. INSTALL CUSTOM VIEW AND RADIUS TOP
WINDOWS IN MU 111 -DADE COUNTY PER TABLE B.
3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE
COUNTY TO FULL DESIGN PRESSURE, USE 114"
TAPCONS, 114" S84 CRETE -FLEX, OR 412 SCREWS
AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 5
FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED
IN CONCRETE-
4. ANCHOR QUANTITY KEY:
HAD —�
JAMB ABOVE MTG. RAT- --+.
JAMB BELOW MTG. RAIL
A
2
2 3
1
Appeared sscamplyta4 "Itn tke
Dmta y� I � 1 fI I • •
NO ."T= fir. ?r
Mel Dade .
By
OPTIONAL 1x
WOOD BUCK
(SEE NOTE 3)
(CONCRETE)
114' MAX
SHIM
••
DETAIL C
114'
MAX.
SHIM
DETAIL A DETAIL B
TYPICAL HEAD ANCHORAGE
a EXTERIOR INTERIOR*
(BOTH HEAD DETALS)
•
CONCRETE ANCHOR
(SEE NOTE 1)
•
• •
1 114'
MCI.
CONCRETE ANCHOR,
FH BELOW MEETING RAIL.
(SEE NOTE 1)
1 •
. . (CONCRETE OR CONCRETE BLOCK)
1x BUCK OPTIONAL WITH SOUD CONCRETE
SUBSTRATE (SEE NOTE 3)
TYPICAL JAMB ANCHORAGE
4
INTERIOR
(BOTH JAMB DETAILS)
EXTERIOR
DETAIL D
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMI -DADE COUNTY
APPROVED 114' ELCO TAPCONS OR 114' S34 CRETE -FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE 13 2 112'.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 SCREWS. 114' TAPCONS OR
114' 3S4 CRETE -FLEX
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKTOBSS IS LESS THAN 1 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11rI
Tlitd( OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
8063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL SE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHAD. BE A #12 MEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED.
5. ANCHORS ARE NOT REQUIRED AT THE SILL.
Q 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 IMPART HEADS.
Appland du'
p ? ! , 'T 3
Marl Sark Pahri
itimmAr
Orse
maw art
414. W24
aim of: wt
Nribm
Iambic
A ADO NOTE IRE fMATHEW/ D:HORS.
aremer a a,oa 1
1070 TECHNOLOGY ORM
NOKOMIS.
P.O. QOt ISM
ti01tOl11l9 FL
3
�Z
ANCHORAGE DETAILS
INN
ALUM. SINGLE HUNG WINDOW, IMPACT
SW.3 ( Half r 11 .11 I�� 4040 -20
Robot L Get P.E.
PE
039712
Structural
/7,
MIAM4OADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT bdustries
1070 Technology Drive
Nokomis, FL 34275
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 who allowed by
the Authority Having Jurisdiction (AHD.
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 telling and the Ale 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
medal fails to meet the requirements of the applicable building code.
This product Velocity s �f� and has been designed to comply with the Florida Building Code,
including the Eligh DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mul ion L.M.L
APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped
Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries,
signed and sealed by Robert L. Cl ark, P,E., bearing the Maud-Dade County Product Control Renewal Stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MLSSILE 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 fled 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 shalt be cause for won 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 manufaeurer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA g 04. 0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAOLER BUILDING
140 WEST FLAMER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1363
(303) 373 -2901 FAX (305) 375-2908
www.b ,geodeonline cues
NOA No 06-0125.07
Expired= Date: June 28, 2011
Approval Date July 20, 2006
Page 1
1141'
iiiik
M
ANC1OR5 DETAIL E'.
1-"C 0` Ar EOfr3
7rDi. AND Ar BC1T O0.I
MIIILJthS
Ws WttW2
Hi+M2.
(g) WbDQWS MILLED
W/Ot1E A6014,7
1
ANCHORS* DETAIL A
r-- ANCHORS X A?L A
y . .y
ANCIORE &"TAIL A B",
`C" efi' `0" Al SUM
ENO: ANO AT 8070MS
W m WI +W2 +i+3
H a H1 +H7.
fOL7IPLE WINDOWS M{/LLEQ
FOR (AL1ERA LNG MAX ALCI OLE ,W /Q1VE .04401C
OESICAI PFUSURE SEE DOLES 'O,? Oc7E7►?MIWVG LIAX ALL01551E
ON PACES 5, 6 d 7 V.SION PRESSARE SEE Tow
Ad) MAX °PEW > H OR H +H2 IN PATES 5, f dt 7
MULL LEMON W O,7 W' +W2 413) dAX OPENING " H OR lt1.00
42j KOK °PEI'diC = W O. if +W2 .61001 LENGTH = W OR W1 +15,W3
MULL LET& 1 m Hi M4) MX it,'fAhNC W1+112 OR 12 +113
Nt71E5: BULL 11)0111 = Ha
1. THE 33 1 /3X SRESS INCREASE KA.y NOT SEEN USED IN THE DESCN OF THIS FRCCUCT.
2, 3 5, 6 A1MD
2. WINMOWS ANO MORS OR ca4BWt AT)0NS ) ERCOF MAP 6f MULLED To A M4)f1/UM of (7) toms
3. 4MULJONS ARE APPROVED POI IMPACT AN* N0N +MP.MT APPUCATIPNS.
4. REF1RENCE - 1IST REPORTS- F TL -2902. 2903 AND 2PS.
E00 1 TEXTNQN NGA: 04- 0:21.C1. 03-1225.05
S.O5
AtSVAF*PA N)5-2001 FO? WOOO CDASI'RUOTI0N
A.M --2000 ALIMINUM DESI ?1 MANUAL
5. THIS PRODUCT OAS BEEN DrIGNED & TOTED TO coakr WITH TIE REWIRE -
MEN'S OF THE F.ORIAA BOLLING CODE. 2904 EDITION FOR THE Ii l VELOCITY f'' 1,
HURRICANE ZONE (HVHZ). " fir
6. WOO) BUCKS 9Y07HE S. MIST BE AfCH)RED PROPE?LY TO TRAA$FER LOADS
41 TO 7,E' STAUCME' Oat L Irk 1;•4
- MULLIONS
=OR ANCHORLGE
ANCHORS DET/IL. 'TS*`
i?" )R 0` 80T• ENDS
AVCHORS
"O" OR "O BOTi ENDS
W• W1 +iW2
(. W1tiQQOW; MULLED TOGETHEES
fOR 11E1ERM1N NC 44X ALLOWABL:
DESON PRESSURE SEE TABLES
WIVES 5, 8 *
MAX OPENING m k OR W1+W2
MUL' LENGTH a 0.
TYPE, QJANflTY AND LOCATION, IEFER
IQ woman
wawa P. G. GM /At
moms It .4274
TO S1tt1S
WITT PCT WU:TRIES PROW'S
.K.
F.1C.
N ¢ fi l 414
it l a I►A.ILL
iftiVNE A84
FCR D'TfrrUINm U Au.C*.
DESK PRESSURE sr TALES
ON PANS 5. 5*7
MAX CPENIND « H OF N1 +H2
MULL .ENGTH sr W
11 " HEAVY WILL, ELEYA11ONS
ALLMINUM TJQE CL/PEW AtiatION
bestAistok MUIS I NTS I `i' i d 7 D
6221
M
T 1
1
I
L
ANC1OR5 DETAIL E'.
1-"C 0` Ar EOfr3
7rDi. AND Ar BC1T O0.I
MIIILJthS
Ws WttW2
Hi+M2.
(g) WbDQWS MILLED
W/Ot1E A6014,7
1
ANCHORS* DETAIL A
r-- ANCHORS X A?L A
y . .y
ANCIORE &"TAIL A B",
`C" efi' `0" Al SUM
ENO: ANO AT 8070MS
W m WI +W2 +i+3
H a H1 +H7.
fOL7IPLE WINDOWS M{/LLEQ
FOR (AL1ERA LNG MAX ALCI OLE ,W /Q1VE .04401C
OESICAI PFUSURE SEE DOLES 'O,? Oc7E7►?MIWVG LIAX ALL01551E
ON PACES 5, 6 d 7 V.SION PRESSARE SEE Tow
Ad) MAX °PEW > H OR H +H2 IN PATES 5, f dt 7
MULL LEMON W O,7 W' +W2 413) dAX OPENING " H OR lt1.00
42j KOK °PEI'diC = W O. if +W2 .61001 LENGTH = W OR W1 +15,W3
MULL LET& 1 m Hi M4) MX it,'fAhNC W1+112 OR 12 +113
Nt71E5: BULL 11)0111 = Ha
1. THE 33 1 /3X SRESS INCREASE KA.y NOT SEEN USED IN THE DESCN OF THIS FRCCUCT.
2, 3 5, 6 A1MD
2. WINMOWS ANO MORS OR ca4BWt AT)0NS ) ERCOF MAP 6f MULLED To A M4)f1/UM of (7) toms
3. 4MULJONS ARE APPROVED POI IMPACT AN* N0N +MP.MT APPUCATIPNS.
4. REF1RENCE - 1IST REPORTS- F TL -2902. 2903 AND 2PS.
E00 1 TEXTNQN NGA: 04- 0:21.C1. 03-1225.05
S.O5
AtSVAF*PA N)5-2001 FO? WOOO CDASI'RUOTI0N
A.M --2000 ALIMINUM DESI ?1 MANUAL
5. THIS PRODUCT OAS BEEN DrIGNED & TOTED TO coakr WITH TIE REWIRE -
MEN'S OF THE F.ORIAA BOLLING CODE. 2904 EDITION FOR THE Ii l VELOCITY f'' 1,
HURRICANE ZONE (HVHZ). " fir
6. WOO) BUCKS 9Y07HE S. MIST BE AfCH)RED PROPE?LY TO TRAA$FER LOADS
41 TO 7,E' STAUCME' Oat L Irk 1;•4
- MULLIONS
=OR ANCHORLGE
ANCHORS DET/IL. 'TS*`
i?" )R 0` 80T• ENDS
AVCHORS
"O" OR "O BOTi ENDS
W• W1 +iW2
(. W1tiQQOW; MULLED TOGETHEES
fOR 11E1ERM1N NC 44X ALLOWABL:
DESON PRESSURE SEE TABLES
WIVES 5, 8 *
MAX OPENING m k OR W1+W2
MUL' LENGTH a 0.
TYPE, QJANflTY AND LOCATION, IEFER
IQ woman
wawa P. G. GM /At
moms It .4274
TO S1tt1S
WITT PCT WU:TRIES PROW'S
.K.
F.1C.
N ¢ fi l 414
it l a I►A.ILL
iftiVNE A84
FCR D'TfrrUINm U Au.C*.
DESK PRESSURE sr TALES
ON PANS 5. 5*7
MAX CPENIND « H OF N1 +H2
MULL .ENGTH sr W
11 " HEAVY WILL, ELEYA11ONS
ALLMINUM TJQE CL/PEW AtiatION
bestAistok MUIS I NTS I `i' i d 7 D
6221
PGT Ix MULLION
MMLLLON CLIP. CLT
FIAJC ES OFF CEP
0 MIN A
LI' > 4NNEL APIA
INSTAL'. AS SNOW)
PGT or MULLION
FIR 1" MULL I"
?" 0R f i2 F1i SM5
i• JIIJI L� S' STACC,ERED ON
OPPOSITE SIDES PGT fx M
((SCAS NOT TO
?
Mal WERE WITH
£4C1 OTHER)
SEE NOTE 3
VPGT Ix MULLION
SEE N07:S 2 & 3 I ea
2krYP 1 f�
'YPICAL MUL, Oh T) MlL bLIA :7AbL LLabLO d • A •
I; SCREW,
SE 001E 3
rr OR + 172 PH SW STAGI^EREt
ON OPPOSIE SIDES (SG
AS NOT To mrawERE
WITH EACH OTHER)
SEE NOTE J
f P1CAL 40111(11 rn iTFOIO 1I E to ;1
1 JYsOR At% J'F,TAIL.
1. FOR CONCRETE AP ?Ur-AT10NS iA W1AM 1 -OAD1 COUNTY i E ONLY ML'UI -DAOE
COU•NY APPROVED £LCO 1/4" TAPCONS OR 4/4' $54 I RITE-FYEX MASONRY
ANCHUrS. MINIMAL D1SrANcE 'RCM CENTS? OF ANChOtS TO ComIC 1L L'DOE
IS 2 /2". AfiAl. :M8EosEHT: TAPCONS 1 V4 ". CREW -FLEX 1 4'4"
2. FOR POGO APPLIIIT70NS USE i'12 SCAEW$, ELCO i /4` TAP4O$S O 1/4"
SS4 0?E'TE -FLEX 1'ASONRY ANc11OI S. MIN. EMSEDMEN1 1 1/2"
ANcNlR EMBEDMEIT TO BASE NATERML SHILL BE ISEYW4 WALL. DIESSINC OR
STU0a
4. FOR NOLL SUE NO QUANTITY OF ANCHORS SEE Si E7: s, 6 AND 7. FOR
ANCHLR LOCATION: SEE SHEET 3. QUANTITY OF PINN1N; SCREWS F7R MULL -
TO -CLIP TO 8E Hvif' 71.1E O'MfTY OF ANCHORS f1RO?4 CUP- T0- Of£NING
(M.WILUM OF 2 S R WS PER COP).
5. REPRESENTATION of OR OR E A r1rr OM Ra rO
CHART; 1 1MROUGi 4 ON SHE'TS 5, 6 AN) 7. FIND 71L APPLICAILE MULL
SIZE 410 PRESSUf€ REQUIRED FOR YOUR !PEC1i7C APP.1CATION. /WHORING
OR LCA011410 CONLNlONS NOT E4OeW IN rN15E CIMIES ARE NOt Pair OF THIS
APPROIAL. ALL S'£EL & CONACT M TH ALIMINUM TO 3E PAINTED 7R PLATED.
S. REF'..FEHCE TEST !£PORTS' FTL -2902. 290. AND 2975.
ro SE us Et owi Y 141Th PCT 1NUUSFRIES PROWCrS
/ i
r J�
IN Om
ItXladU
WOOD DUCK
REMOIED 10
COICAEEE
SEE NOTES 2 & 3
2
1 I
SEE
PCT ix WEAN-'- W NOTE •
WOO 1.1202,04* MAC
WOW. 075
Pia WI 189
HOMO& R .Y274
TIMM MULU0ILIC STJ1'UCTUJF wIT1i yKJOp
Bug .RL7 i1fQ 1801. CONC., DETAIL 20
2" t+I 4'
MICK
00
412 FNS45
STACGEREE ON
OPPOSITE SIDES
(50 AS M'T 7O
INTERFERE WITH
EACH oTi1 )
SEE NOTE 3
MASONRY ANCHOR
/ NOTTS 1 & 3
,j2,.. j LIDAI TO s'ROCTURF .1.
Q0 ,511ICE ANA COiw., Oa A$L r
j12 FH SMoS STAGGER£O UN
GT+POSTTE sox (SO AS LOT
i7 INTERFERE Won EACH OMEN
IT NOTE 3
SONRY APCHOR. SEE VOTES 1 & 3
�q4 CARD f . Vats
1 HEAVY 101.4, CUP INSTALLATION DE
ALUMINUM rJBE CLIPPED .MULION
ibA
2 « 7 6221
" NULI. Cl IP
(CLIP T) OPENING)
EXT,4USIEN DWG /t091
O w-
1 " MC /LL CLIP
(CLIP TO MULL)
E'X; iUSIoN DWG #1019
CLIP ENGIN CHART
FOI Ix MULL
MULL 51.rE a
Ixas.lJ ! X76
1 .314 .3/6 r !%I6
I Y 2J /4 21/72 3.3,a
1x 4. s/! JJ Y16 —
:f0 {2) ANCHOR
I.O A TIO4
Ot E (a,).61Q8
ItWE. .
Loogon
�AItN.
3 Twa (:1 .anrCH R
LQ:ATIII
NO ES;
1. IMMTAOIT: QUAWTT'.r OF ANGHOtS SNOW ARi FOR
MURAL Rt3'RF.Spa:owN ONLr FOR CORRiGT GIAANTRY
OF . PLEASE RPM 7.2 CHUM 1 ?ROQQG$ 4 ON
SHUTS 5. 6 AND 7. FIND THE CORRECT Mm 3 E' AND
PRE•SURF REQUIRE FOR TOUR SPECIFIC ~mote.
Z, .1/8 M , CDG£ OSTANGE ANUS To ALL 0/A0 15104
SHOW AS WM.
.5 REMENCE TES/ IEPDR35: F1'L 2602, 2DO3 k 2975.
rrP.
T
(2)EQ.Sr.
(A--314/2
/ 7/9
*A ` ""
StructoW
imffitrP
© 5212 - 44 . 2 - 11 Q 1(43
4J LS
M1Iil.
• tt1Ai ? N Q8
LQtAT(NN
WIN.
P.O. IOW,. et ials
VP 1St
10610X, R 2 ?4
r.rrp.
(4)EQSPRII
(A
sguctualcu
Q FIVr« (I _mL(. w
X1 8E 1SfD.Ql&Y ON POT INIDUSRIES PRODICTS
yrr
11 f
i , 7 !1 7305'
Issw
4 a OD
W1' WALL, ANCHOR GOB 7TlONS
ALLAI11vUM MBE CLIPPER MULUON
caree
3ttXL,S N'S 3 7 622
1. REFERENCE TEST IEPORT f7_ -2902, ?903 ANC 297.5
?"J BE US'E'D ONLY WITH POT INOUSMES PROOL'C1S
T Tr
t NEAVY WALL d4ULUON PROLES'
ALUIIIVUM TUBE CLIPPED MULUDN'
Nuts. r j - " ' 'm164'46221
CLIP 10
OP80E
6U
03 G') A (3) k (2) A (3) A (2) A (3) (2) A {3) A Mill (3) I3 (3) 3 (3) 8 (3) E (3) 8 , (4) : (3) 8 {4) 8 tall
= (3)6 E (3)8 1:1:1321:01:1:01= (3) a =MEI=
r,Ei 170 10 170 133 170 lama 170 170 170 samia 170 170 170 170 ta
170 EU 170 10 COI KU EME J tail 170 El]ILE1 170 CI O
170 10 7 70 i 7 lint ,; m l 130 170 3 170 J OM 170 ea 170 `' ''
L J ' Mil "WI ELI Li IIEJMEI 'EURO 110 142 EU Ec1 MS E i 63E11 NU NM
Em 101 10' too p 00 93 7ra QiZ2 82 Cil 9
CI [ E E1 80 00 g# ] Q la ICI
- EU 1111E1 111:111101 05 Entaminassatm3111:11:1111:11 64 6 3 101
-113111:11111531110111ZIE1111101111a Cilia ILA 50 40 ICI dOEal 121EIO
E7 e2 10110110111011113 Cita 42 ICI 40 40 IA E31101111E1 ILIIIIEI
L 17017 7E11u31131i iEI Cilia 36 36 Lill 3 0 1131 33 $
Illal Ell ©® 7G'i 32 © 30 30 11E31 29 Ell ©E31l
,, .7E07Ex7lA Ell ©3 24 20 BO 11211110 22 Ili1E31 LAIC, la 7
33 36 30 6 IDS Ell Q ILA IBM EiiMa ll OEM Mail Er1ROI 1011 15
EOM 10 MLR IMIN 00 1111111 Mai 000 IIIIS MINN
Ell I 0 1I iKOMI =WS 110 E1 Ml0 ICI 0/1Iin 0
R) A
(3)
z5
23
155
128
sa
so
38
32
(I) A
0)s
25
60
(2) A
(3) 13
()A
() 8
(2)A
(3) 8
0 A ID 10 0 Man
(2) A
1
(2) %
(2)3
(2)A
( B
23
(2) k
(2) 1
so
.?D
16
(3) A
(4)8
130
(3)A
(4)
;) A
(:) 8
33
(3) A
(4)
63
CHART 2. » 11T+t2.7ix.375
Q1'Y. & rife.
�t#iGHJt�
CLIP ro
CLIP fro®
111
CHAR1 1. - 1x`.taz.3r6
QTY. 4L IYP.
ANCHOR
OPEN1J 3 WIDTH 811413/1138
3PENING WIDTH IN
.1101 to LA IL.11 ILAI ICU MU el La ILA
BB 63 A (2) A Efl (2) A ES
(3 8 (2) 8 (2)
CLIP 10
UL+t.t i° ClatiliMOV=COMMS:
E a MEI 11 J L J I 1 30 EOM NEI
le1111011113 100 Q 99 KA 03 Ira
• Eli 1>0 l 5 MOEN
LI LA KA 04 el 62 IL. ICA 1E11
alL111111112111:3 KA ILA CA Ina EA
ILA ICA EA LI €7 irJ a
WA LA 1E1 1113111311131 31 IBM 20
® 0 ' KM WA LA
30 $ 2 2 1110 Ma KA NA WA Id
WA KA WA MN MUM NE NU
9 KA NA 11111 — #O IMMIIIIIIINNI1112
1111;1111311111311 MN MS Nil= MN= Mil
c E$
rgl
•
146 L 2 at.
s ndkol
hicrizantal MuU
orating
L _I
I4OT S
1 144X88.0.4 A.2018 OLE PESSURE 0 ISF.
.2 DESIGN IS IMSCO ON OfENJNC *IMP. FOR SAMPLE UMT5.
CONSIDER ONLY TWO ACJACENT UNIT: AT A T7d/E. SEE SJiEr I.
.3 REFERENCE TEST REPOij FIL -2902, 2903 AND !975
4 ANCHOR n°F'a: A. ELCW 114' TAPONS, EM8EO. (1 7/47 CR
:/4' SS4 CRETE -FLEX, OM. (1 3/4 "J
8. 112 SCREWS
5 SEE ANCHOR SPACING NETMLS SHar J.
io
BE mums WITH Pcr iri USRitS P go T
'r
�'L lia Y.iL L T
f NW=r4a
PA. eV 1:211
maga L ,1974
NSW
tatv�nrl3
•
Mulled i6nts
t�r�nclrw��
�wsarlAAt�
*tyilllw i'7�A:'l!t(
1 HEAVY W*LL, PRESSURE CPARTS 1 fe 2
ALUMINUM TM' CL1PED MULLION
saftoomit own WIDOW ow
MUIS NTS 5 M 7 6221 0
MI i A t2Y�
(4) 8 (3) (4) 3 (4 B
CCM Can (2 ' a) 8 Ca
mu 170 1'0 Ilajl 170 Ma Ea 170 170 Ma 170 lua 170 ma
1E3 180 ig/M3ll [Ea 163 1114M1551 1151111101 137 157 gui 1
Ku
169 tat 158 ICI 126 Kai Lanni E111] 123 1a
NEI 1 11 10111111111 116 1101111131111101 100 126 108 121 108 24 1a
ma 134 101 122 9 113 94 107 90 103 1n1 101 Kai 1l0 1` ,
- 125 . 110 128 1 MA 12 `T 89 63 50 �LL 111C1111:1111
AEU 136 103 11E11111a 107 41! 1:.'� 1: i irk i it� 01 011
NU 92 ILE1111011 ILA 1'11 1 11011111131 60 6C 66 1:1 ILA 11101111123111113111
11111111LialliCill 06 68 till 11131111311 ILA ILIA 11131K11111101111101111311111:311101111011
Mum
MA ULM 63 63 ILII KAI tall 1:I 1731 101111011101111111111 112 iI
WA 67 1:m 57 s4) 50 L1$ 40 1E 1 33 p p 32 30
1E111E31 32 32 EMU 23 11E1 28 111L111011110 I 23 MS
1' 26 ILA MUMS 110111111011111211111611 11011111311 20 NEN
ION Mil 11111111116111111:1111101 11111111111:11111111111110111 16 Kai MN MI NMI NMI 11113111111111111
170
152
133
106
91
54
29
170
170
170
108
64
160
(2) A
(4)
(
170
170
co
(2)1
111:11111:1111 11:311111131111211
1 17
EE1 1
(2) 4
44)
(2)
40
33
23
21
s0
m
R S
2,
42)4
(4)13
42)33
20
90
8) 13
(2) A
(4)13
100
10
130
2) 4
4)13
110
(3f 4)6
(2) 6 R)6
170 170
137 167
123 ; 141
108. 124
88 100
80
40
01
40
30
18
CHARD 3. - 14.2ix.650
111
CP6016131N11 11 IM INGiB
V@Nicid
Horizontal Mull
8166ple Mulled Jake
n� 9
Width
NAB
1 MAMMA( ALONA @LE FICSSURE IN 1SF.
2 DESIGN 15 EASED 014 01EI1UNG MT. FOR 1,114 PLE itM7S,
GoNSiDER flatY TWO AOACENT 1.114111 AT A TM1E SEE SHEE' 1.
3 REJ•ERLNCE TEST REPOR" F71 2902. 2903 AND 1975
4 ANCHOR 1P ES: A 1:LCC 1/4" TAPC311S, EMBED. {1 1/41 fR
1/4 884 c R FLEX, awl (1 3 /41
V. 112 SCREWS
5 SEE ANCH04' SPACING CETM S SEF 3.
D $E USES W.ffH PGT INDUS3RJES PROCCTS
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