WS-18-141�` SHORrs t�i
��ORtDA
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit NO. WS-1-18-141
Permit Type: Windows/Shutters
Per it rk Classification: Window/Door Replacem
Pe►rnit Status: APPROVED
Parcel Number
Issue Date: 2/2/2018 1 Expiration: 08/01/2018
Applicant
1005 NE 92 Street 1132050150150
Miami Shores, FL 33138- Block: Lot: ALBERT WATSON
Owner Information Address Phone Cell
ALBERT WATSON 1005 NE 92 Street (786)445-4698
miami shores FL 33138-
Contractor(s) Phone Cell Phone
THE HOME DEPOT USA INC (954)336-0881
,e of Work: WINDOWS & DOOR REPLACEMENT
of Openings: 14
iitional Info: WINDOWS & DOOR REPLACEMENT
ssification: Residential
inning: 3
Fees Due
Amount
CCF
$15.60
DBPR Fee
$3.60
DCA Fee
$2.40
Education Surcharge
$5.20
Permit Fee
$240.00
Scanning Fee
$9.00
Technology Fee
$20.80
Total:
$296.60
Valuation: $ 25,791.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-1-18-66167
01/18/2018 Check* 15221 $ 50.00 $ 246.60
02/02/2018 Credit Card $ 246.60 $ 0.00
,avauaDie inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
Review Building
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 ap4zoning._Fythermgte, f-authorize the above -named contractor to do the work stated.
February 02. 2018
pthorized'Signature:Owner / Applicant / Contractor / Agent
Building Department Copy
ruary 02, 2018 . 1
e
Miami Shores Village ,'�, ! ►- -Lj-
3�\� Building Department ,� JAN18201,
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756 8972_`_
INSPECTION LINE PHONE NUMBER: (305) 762-4949 J
BUILDING
PERMIT APPLICATION
QBUILDING ❑ ELECTRIC ❑ ROOFING
FBC 201'16i-►,
Master Permit No. WS I -1$ - 141
Sub Permit No.
REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE:. OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1005 NE 92 ST
City: Miami Shores County: Miami Dade Zip.
Folio/Parcel#:1132050150150 is the Building Historically Designated: Yes ................ ...._....._. NO
Occupancy Type: Load: Construction Type: _Flood Zone: _ BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ALBERT WATSON
Address:1005 NE 92 ST
City: MIAMI SHORES State: FL
Tenant/Lessee Name:
Email:
Phonet?:
ne#:
33138
CONTRACTOR: Company Name: THE HOME DEPO-T..._USA INC........................................................................................................Phone#: 954-336-0881
Address: 2455 PACES FERRY RD C-11
City: ATLANTA State: GA _ Zip: 30339
Qualifier Name: RAQUEL SWANNER Phone#: 954-336-0881
State Certification or Registration #: CGC151-4813 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $ dS 2H"�l l • 00
Type of Work: ❑ Addition RON Alteration
Description of Work:
ITV % n DvuW r a p taC Vr-rt,- J
Phone#:
City: State: Zip-
_____ Square/Linear Footage of Work: ___....,_. _ 1 `E_ ........
❑ New ❑ Repair/Replace ❑ Demolition
tb "P" #7 ata' 1 'DO 0s. 1LEO L#- L'SMtn� I T rm p A vt-
Specify color of color thru tile:
Submittal Fee $ SO 0, Permit Fee $ G �Q �V CCF $ �\ CO/CC $
Scanning Fee $ Radon Fee $ . 2 - DBPR $� ' 6V Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ _ Bond $
p l TOTAL FEE NOW DUE $2 1 • 0 _
(Revised02/24/2014) 1 Q b� �}
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zi
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi;l be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. �— � 9
E
The foregoing instrument was acknowledged before me this The foregojrig�istru^meant was acknowledged before me this
day of bF�- 20 ——, by C ,I (/day�+of �.Jcnr✓ �i 20 by
AUKIEF WAISCIN who is personally known to who is sonally to
me or who has produced P A' , 1J las me or who has pryiiuced a
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
identification and 1hho did
NOTARY PUBLIC:
Sign:
Print:
MARIUSKA MORALES
Notary Public State of Florida
Commission # FF 220108
`c My Comm. Expires Apr 13.2019
a -VIM throuah National Notary Assn.
,,ter P`,,i,, Seal:
;,:o� MELANIE PROC:of
Notary Public - StatMy
Comm. Expires J]018
Commission # Ff****e
asrr..*.**r*2******r******w******M*****«r***ss********r******»*****r****
APPROVED BY
(bkilPlans Examiner Zoning
Structural Review
(Revised02/24/2014)
-;i4llo �y
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixer Glass (cladd.ing) Permits
Upon issuance of permits for the scope of work involving; the reni.oval, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed Mass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window anal/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing rn.-progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformances �v th Product
Approval (.NOA).
ledgement:
er e
IY856s� Wa�1
JOB# 10585654
WINDOW AND DOOR INFORMATION SHEET
Name
WATSON
Opening
Location
No
Location
Corner
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
APPROVAL
APPROVED
PRESSURE
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF
(-) PSF
(+) PSF
(-) PSF
Wdth IN Height IN
38.750 82.000
1 1
4
17-0504.05
PD-F 1PNL
70
70
40.1
43.4
N/A
NO
2
4
17-0411.08
3 PNL
65
110
40.1
43.4
109.750 61.500
N/A
NO
3
4
17-0411.08
1 PNL
65
70
40.1
43.4
72.750 37.000
N/A
NO
4
5
17-0411.08
1 PNL
65
70
40.1
r 53.6
72.750 37.000
N/A
NO
5
4
17-0411.08
1 PNL
65
70
40.1
3.4
36.000 37.250
N/A
NO
6
4
17-0411.08
1 PNL
65
70
40.1
43.4
72.750 37.000
N/A
NO
7
4
17-0411.08
1 PNL
65
70
40.1
43.4
35.750 37.250
N/A
NO
8
5
17-0411.08
1 PNL
65
70
40.1
53.
72.750 37.000
N/A
NO
9
4
17-0411.08
1 PNL
65
70
40.1
43.4
72.750 37.000
N/A
NO
10
4
17-0411.08
1 PNL
64.3
64.3
40.1
43.4
70.500 62.000
N/A
NO
11
4
17-0411.08
3 PNL
65
110
40.1
43.4
106.750 62.000
N/A
NO
12
17-0411.08
3 PNL
65
110
40.1
53.6
105.500 62.000
N/A
NO
13
4
17-0411.08
1 PNL
65
70
40.1
.4
51.750 37.000
N/A
NO
14
5
1 17-0411.08
1 PNL
65
70
40.1
53.6
36.000 37.000
N/A
NO
IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER
DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING
cam/C-,1L-fI
iVliarni Shores Village
APPROVED BY
DATE
ZONING DEPT
BLDG DEPT
StJBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
1 OF 1
• . • . . . . .
. . • . • . . .
.. ... .. . . . ..
. ... . ... •.. .
. •
.
. . .. . 000
.. . .
... . . . . ... . .
. . . . . . . . . .
1005 NE 92 St.
43 f
I Q
9
8.3
i.2
8
Egress
6
Egress
5
4
=gress
i.2
CCBD
72 Ft length
JOB# 10585654
r
.A�
WINDOW AND DOOk-INFORMATION SHEET
Name
WATSON
Opening
Location
No
Location
Corner
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
APPROVAL
APPROVED
PRESSURE
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF
(-) PSF
(+) PSF
(-) PSF
Wdth IN I Height IN
38.750 82.000
1
4
17-0504.05
PD-F 1PNL
70
70
40.1
43.4
N/A
NO
2
4
17-0411.08
3 PNL
65
110
40.1
43.4
109.750 61.500
N/A
NO
3
4
17-0411.08
1 PNL
65
70
40.1
43.4
72.750 37.000
N/A
NO
4
4
17-0411.08
1 PNL
65
70
40.1
43.4
72.750 37.000
N/A
NO
5
4
17-0411.08
1 PNL
1 PNL
1 PNL
65
70
40.1
43A
36.000 37.250
N/A
NO
6
4
17-0411.08
65
70
40.1
43.4
72.750 37.000
N/A
NO
7
4
17-0411.08
65
70
40.1
43.4
35.750 37.250
N/A
NO
8
4
17-0411.08
1 PNL
65
70
40.1
43A
72.750 37.000
N/A
NO
9
4
17-0411.08
1 PNL
65
70
40.1
43A
72.750 37.000
N/A
NO
10
4
17-0411.08
1 PNL
64.3
64.3
40.1
43.4
70.500 62.000
N/A
NO
11
4
17-0411.08
3 PNL
65
110
40.1
43.4
106.750 62.000
N/A
NO
12
4
17-0411.08
3 PNL
110
40.1
43.4
105.500 62.000
N/A
NO
13
4
17-0411.08
1 PNL
65
70
40.1
43A
51.750 37.000
N/A
NO
14
4
17-0411.08
1 PNL
65
70
40.1
43.4
36.000 37.000
N/A
NO
IPNL/3PNL= SLIDER GLASS WINDOW / SH= SIN LE HU /�111= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER
DOOR/CASE=CASEM N •. CT=ICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING
-ter
.. ... . . . . . ..
. ......... .
.. ... .. . ....
' i i. } I • • • • s • • • •
„ J t� ✓ • • •• • s •• •• • •
/r r-7�
• •• •• • • • •• ••
••• • • • ••• • •
1 OF 1
RECEIVED
14
9
1005 NE 92 St. is'o"
Miami Shores, FL
Master
12 11 10 0 Bedroom
--- -- -- -- — - 8
21 a' — --
Egress
13 10 Office Bath 7
Kitchen - 1 1 6
Bedroom
r 't., +�� { j# Egress
Co
Lf
Bath 5
Garage Entry Living Room
Door
20' 0" —
us a-\_
1 2
I
Bedroom 4
Egress
3
Egress
FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph
Enclosed Building with mean roof height less than or equal than 60 Feet
EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED
WIND PRESSURES IN 1`51'
170 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
1 34.6
37.5
46.1
37.8
41.0
50.6
16-20
36.8
39.8
49.0
40.2
43.6
53.8
21-30
40.0
43.4
53.4
43.7
1 47.4
58.6
31-40
42.5
46.1
56.7
46.5
50.4
62.2
41-50
44.6
48.3
59.4
48.7
52.8
65.2
51-60
46.3
1 50.2
61.8
50.6
54.9
67.8
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND OTHER
I COU NTI E5
WIND PRESSURES IN P51'
175 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15 1
36.7
39.7
48.9
40.1
43.4
53.6
16-20
39.0
42.2
51.9
42.6
46.2
57.0
21-30
42.4
46.0
56.6
46.3
50.2
62.1
31-40
45.1
48.8
60.1
49.2
53.4
65.9
41-50
47.2
51.2
63.0
51.6
56.0
69.1
51-60
49.1
53.2
65.4
53.6
58.2
71.8
LOCATION
EXAMPLE
MIAMI-DADE COUNTY
WIND PRESSURES IN P51'
170 MPH VELOCITY - EXP05URE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5$59.072.8
0-15
42.0
45.5
56.0
45.9
16-20
44.2
47.8
58.9
48.2
21-30
47.4
51.3
63.1
51.7
31-40
49.8
54.0
66.4
54.4
41-50
51.8
56.1
69.0
56.6
51-60
53.4
57.8
71.2
58.4
LOCATION
EXAMPLE
BKOWARD COUNTY, PALM BEACH AND OTHER
COUNTIES
WIND PRE55URF-5 IN P5F
175 MPH VELOCITY - EXPOSURE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrg.g$ •
Positive
Negative
Ppsitive
Neg3tiya.
z4 & z5
z4
z5
z4,& z5
z4
•
0-15
1 44.5
48.2
59.3
•4B.Q•
52.8
65.1
16-20
1 46.8
50.7
62.4
•5f.f •
55.4
6 .5
21-30
50.2
54.4
66.9
59.4
•73
31-40
52.8
57.2
70.4
62.5
77.1
41-50
54.9
59.4
73.1
0.
65.0
80!2
51-60
56.6
61.3
75.5
67.1
82.9
LOCATION
EXAMPLE
MIAMI-DADt'_•COUNIY • •
• • • • •
• • .
•• • •• •
_ GENERAL NOTES:
1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE
SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN
PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE
AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION.
3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS
REQUIRED BY THE CITY OFFICIALS.
4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the
size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft
exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wiehever is greater. Based on the FBC-
HVHZ, use Exposure C when building is located in Exposure B
5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure
C will apply when exposure D and B do not apply.
6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than
5000 ft or 20 times the building height, whichever is greater
7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering.
8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH
8- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN)
10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor)
11- TRIBUTARY AREA: 10 SQF
12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the
Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft.
\>RooP SI.P. E N G C O,Ine.
`\\
%
Engme•dng Services- CA 8118
1791 Blount Road - unit 907
_5 zn �r Pompano Beach - Florida 33069
�` `'
� j�\
Tel: (754) 307-1319 Fax: (754) 205-6846
;Zs`5;� MEA[j Q.ROOF
-�^ E-mail: EngCO@AOL.Cam
a<=BWx0.1 ora-hx0.4
DATE: 01 /01 /2018
BW less or equal than BL
a must not be less than PEDRO DE FIGUEIREDO - PE 52609
a = 3 feet or a- 0.04 x BW NOT VALID W/OUT SEAL
12/20/2017
41
MAW I-DADE MIAMI-DADE COUNTY
RM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, 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 and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade. County Product. Control• • • • • •
Section that this product or material fails to meet the requirements of the applicable bunfdi;g code,, • • ; • •
This product is approved as described herein, and has been designed to comply "tittlke Florida Building
through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by mantti`achfter, signM and """
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Con o'1Rivision stamp with 0 •
the Notice of Acceptance number and expiration date by the Miami -Dade County Produce �Contr;i Section. • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. :' •":
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,'city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA o.17-0411.0
Expiration Date: epte er ,
Approval Date: August 31, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.15-0903.10)
2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of
18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace.4SG TPS
spacer system, Duraseale spacer system, Super Spacer NXT rw sp.Ner system and XL* • • • ; •
EdgeTM spacer system at insulated glass, prepared by Fenestrati6 t Testing%.abbsatory, '.
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-I�X.; dated tl/16/15, •••
06/07/16 and 06/02/16 respectively, all signed and sealed by Idal"s Ortega, P.E. :"
(Submitted under previous NOA No. 16-0714.17) •
.... :*Go** .....
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •: • •: . of 0 •.
2) Uniform Static Air Pressure Test, Loading pez IMC TAS•202-94 •
3) Water Resistance Test, per FBC, TAS 202-9.4 • : ....:.
4) Forced Entry Test, per FBC 2411.3.2.1, and.TAS.202-940 0 0
5) Large Missile Impact Test per FBC, TAS 20144 : 0 • • • • • : .
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 "
along with marked -up drawings and installation diagram of series 5410 and series
5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,
Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E.
(Submitted under NOA No. 15-0903. 10)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 5510 PVC
horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.15-0903.10)
Jorge M. Plasencia, P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0411.08
Expiration Date: September 24, 2020
Approval Date: August 31, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 5510 PVC
horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.15-0903.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. ....
(Submitted under NOA No. 15- 09 03. 10)
• • • • •
2. Glazing complies with ASTM E1300-09 '
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources•(RER). • • •
......
E. MATERIAL CERTIFICATIONS ' • 0 •
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Americl,•1�ic. for their
"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers".dated 01719P17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for'thelr
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
Jorge A Plasencia,P.E.
Prpuct Control Unit Supervisor
NOA No. 17-0411.08
Expiration Date: September 24, 2020
Approval Date: August 31, 2017
E-2
.....
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1.
Statement letter of conformance, complying with FBC-51b Edition (2014) and FBC-
6" Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2.
Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3.
Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-071417)
4.
Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No.15-0903.10)
E. OTHERS . ....
......
1.
see
Notice of Acceptance No. 16-0714.17, issued to PGT Industries' tnc'for tlZP.43gies
'.
"HR-5510" PVC Horizontal Rolling Window - L.M.I., approved 'on 69/Wl7 and
6906
expiring on 09/24/20. 0.•
• • • •'
......
.... .
.....
.. .. .. .
......
......
.
•
. . . .
•....•
.
•• • .. •
......
. .
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 17-0411.08
Expiration Date: September 24, 2020
Approval Date: August 31, 2017
E - 3
25 ANCHORS, SEE
CLUSTER DETAILS SHEET
6" MAX.
q SEE
SHEET r--- —_-- 10" MAX
3+
I
EQUALLY
SPACED 1
ANCHORS PER /
TABLES 17-22 /
SEE SILL
-:EPHOLE
DETAILS,
SHEET3
MIN
12-3/4' MAX. O.C.
e, SEE
r—a SHEET 3
J_
I
1
I 19" 76"
MAX. D.C. MAX
BUCK
HEIGHT
I
I
I
8' MAX
4" O.C. 3' MAX.
�}{
(-•—
BETWEEN
EPHOLES
75" MAX. BUCK WIDTH
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN AS OX CONFIGURATION
1-MAX. SEE SHEETS D, SEE
316 r-a
SHEET4
C. SEE r"
SHEET4+
1
SEE
SHEETS J
9-16
_ _
-�-----
I
a�
L
O
X
72'
MAX.
BUCK
HEIGHT
SEE SLLL
W EPHOLE
-- -
_. 4" O.C.
1
3" MAX.
DEETAI
SHEET4
BETWEEN -�(
D
EPHOLES
75' MAX. BUCK WIDTH
ELEVATION FOR TYP. FIN OR
J-CHANNEL
FRAME SHOWN AS OX CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER
2-5 ANCHORS, SEE CLUSTER
DETAILS SHEET 5
B' MAX. —�{ I-•f-
E, SFE
SHEET3j r
EQUALLY
$PACED
ANCHORS PER
TABLES 23-27
11L
8' MAX
SEE SILL
:EPHOLE�
DETAILS.
SHEET 3
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER REINFORCEMENT I LARGE & SMALL MISSILE
LEVEL, SEE SHEETS" IMPACT RESISTANT
MAX O.C.
x
o
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIC 1 VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' INTHE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED
3) FOR MASONRY APPLICATIONS IN MLAMI-DAOE COUNTY, USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED I INSTALLATIONS. ,X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300.
C. DES LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHCRS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORT7 HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-80T2, 8073 IS 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEAJGHTER
SHADES OF CAP COATED PVC EXTRUSION NQA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL,
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STAVDARD ASCE 7.
2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX. XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)AND
REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING
TABLES 6-16 (SHEETS 6-8). IT MUST EWA_ OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE.
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION
CONDITIONS.
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET
REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET
SET ARE MET.
5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION.
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. •
•
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE,
INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. •
�• SWO58
-' W. •-
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p�; L.:,070TECHNOLOGYDRIVE
• •
•
• 4iO0,'O+N+''A,,LLI.111.1 •
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CER7. OF*UTA. M2929B
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
N.
X
— 18.94"MAX O.C.
B, SEE
r--a SHEET
I E
A II MAX
BUCK
/ I HEIGHT
15.6T
MAX. O.C.
I
I
4' O.C. BETWEEN ___] I___ --] 3" MAX.
WEEPHOLES
140' MAX. BUCK WIDTH
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES / STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDTTK7N
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
-ASTM E1300-09
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI SIDO-12
•AISC 360-10
GENERAL NOTES .........................
1
ELEVATIONS. ................... ..... .....
LEVATIONS..............................
1
FRAME, GLASS & ANCHOR
OPTIONS ...............
2
INSTALLATION, FLANGE&
EQUAL LEGIBOX.................
3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL......................
4
GLAZING DETAILS ........................
5
DESIGN PRESSURES ...................
6-8
ANCHOR QUANTITIES .................
9-18
EXTRUSION PROFILES &
ASSEMBLY................................._..18
,+sd W. Dab: I R-;.i-:
JR 03/27/17 1 NOTE TO TAIIC110ROTY. TBIS.
&.d W. Dab: I RM•lon:
PRODUCT REVISED
as complying with the Florid•
Building Code
NOA-No. 17-04 I I.OS
Expiration D,b 09/2412020
By
Miami-D•d6 Pmdmt Control
I GENERAL NOTES & ELEVATION I J ROSOWSKI
HORIZONTAL ROLLER - LM 105115115
5•de/ModN: $coh: Sheet: Dlo•blq No. Rw:
HR-5510 TUTS 1 OF 18 MD-HR5510-01 B
3LE 1: ALLOWABLE GLASS T`
Glass
Type
Description (Listed from Exterior to Interior)
5
718' Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16' Laminated; (2) L"Res of 118" A Glass with .090' PVB InteRayer
6
718' Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .09(r PVB Intertayer
7
718' Laminated I.G.: 3116" A Extedor Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .D90' PVB Interlayer
8
7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8' Air Space + EMT Laminated; (2) LJtes of 118" A Glass with .09W PVB Intedayer
10
7/8' Laminated I.G.: 1/8' T Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Lites of 118' H Glass with .090' SG taterlayer
11
718" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with.090" SG Interlayer
12
718' Laminated I.G.: 3/16" T Exterior Cap + 318"Air Space + 5116' Laminated; (2) Lites of 1/8" H Glass wRh .090' SG Intedayer
14
7/8' Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + W16" Laminated; (2) I -Res of 3116" A Glass with.0110' SG Intedayer
15
7/8' Laminated I.G.: 311F A Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090' SG Inte rlayer
16
7/8' Laminated I.G.: 3/16' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass whh .090' SG Intedayer
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
A
#10 SMS
(steel, SM S.S.
or 410 S.S.)
P.T. Southern ine (S = . )
7/1
1-318"
Steel, A38"
M.0.050"
Steel Stud, A653 Gr. 33"
318'
0.0451' (18 Ga.)
Aluminum, 6063-T5'
318"
0.050"
3/16" steel Ultracon
P.T. Southern Pine (SG=0.55)
7116'
1-318-
Concrete (min. 285 ksi)
1'
1-38"
Ungrouled CMU, (ASTM C-90)
2-1/2'
1-1/4'
B
#12 SM S
(steel, SM S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-Val
Steel, A36'
318'
0.050'
Steel Stud, A653 Gr. 33'
318'
0.0451" (1 B Ga.)
Aluminum, 6063-T5'
3/8"
0.063"
C
1/4' steel Ultracon
Concrete (min. 2.65 ksi)
1°
1-314'
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-IM,
I C
1/4' ste,61 Ultracon
I si
Concrete (min. 285 ksi
111-
1 4"
-
1/4" steel Cretelex
Concrete (min. 3.35 ksi)
2-1/2'
1-W4'
D
1/4" steel CreteYex
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4'
P.T. Southern Pine (SG=0.55)
1'
1-No"
1/4' steel Aggre-Gator
Concrete (min. 3.275 Rol)
1-1/2"
1.V8"
1/4- steel Aggre-Orator
P T. Southern Pine (SG=0.55)
1
1.3/8"
Grouted CMU, (ASTM C-90)
2"
2-
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
E
2-112 x 131' Common Nag
P.T. Southern Pine (SG--0.55)
3/8"
2-7/18'
2.1/2' R)rg-ehank Roofng Nail
P.T. Southern Pine (SG=0.55)
318"
2-7/1W
F
#10 Tnusshead SMS
(steel, 18.8 S.S.
or410S.S.)
P.T Southern Pine (SG-0.55)
112"
1-3/8"
Aluminum, 8083-7M'
3/8'
0.05W
Steel Stud, Gr. 33'
318"
0.D451" (18 Ga.)
Steel, A30'
3/8-
0.050'
#12 SMS
(steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
911G
1-3I8'
Aluminum, 6083-T5'
3IB"
0.06-x
Steel Stud, Gr. 33'
3(T
D.050'
Steel, A36"
3/8'
0.050'
' MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE,
"UNGROUTED
CNU'VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS.
'A"= ANNEALED
"H"= HEAT STRENGTHENED
T = TEMPERED
'PVB- = .090" TROSIFOL® PVB
BY KURARAY AMERICA INC
'SG' = .090" SENTRYGLASS
INTERLAYER BY KURARAY
AMERICA, INC.
GLASS TYPES 5, 7, 11 & 15
MAY NOT BE USED IN THE
HVH2 ABOVE 30'.
•
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
188 Screw
60 ksi
95 ksi
410 Senew
90 ksl
110 ksi
Eko Aggre-Gat
57 ksi
96 ksi
Elco UkraCon®
155 ksl
177 ksi
410 SS El.. CrateFlex6
127.4 ksi
189.7 kei
60G1-T5 Mnian n
16 ksl
22 ksi
A36 Steal
36 kei
58 ksi
Gr. 33 Steel Stud
1 33 ksi
1 45 ksi
INSTALLATION NOTES SEE SHEETS 3 & 4 FOR ILLUSTRATIONS'
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES
2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
2) MASONRY ANCHORS MAY 13E USED INTO WOOD AS PER TABLE 2,
THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1I2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2% BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM BEADING TO BEADING.
TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE
Frame
Types
(see Fig III
Glass
options
(see Table 1)
Installation
CondlYons
Substrate Option Detail Sheet
JChan net
(#,)
1 4
Through the
Integral in......
....into 2X Wood Frame/5-kstrip - sheet 4, option 5
....Into Metal - sheet 4, option B
Though the same
ofthe window ......
.--into 2X Wood Frome/Buckstdp - shoat 4, option 6
.... Into Metal --sheet 4, option 7
Flange
(02)
1-4
Through the same
of the window......
....into 2X Wood Frame/Buckstrip - sheet 3, option 1
....kdo Concrete/CMU - sheet 3, option 2
--,-through 1X Buckstrip Into Concret&CMU - sheet 3, option 3
....into Metal - sleet 3, option 4
Integra) Fin
(A3)
1 4
through the
integral In......
.—into 2X Wood FrameBuckstrip - sheet 4, option 5
....ino Metal - sheet 4 option 8
Though the Items
ofthe window........-.nto
-- Ato 2X Wood FrameBuckstrip - sheet 4, option 6
Metal - shed 4, option 7
Box /h
Eq(M)
t-4
the sameido
of Yre window......fto
2X Wood RamarBuckstrip - shed 3, option 1
CenoretdCMU - shrat 3, option 2
Lnto
1X Buekstrip into Concrate/CMU - shed 3, option 3
nto Metal - ated 3, option 4
2 T
j
e
BOX OR
EQUAL- —
LEG
J-CHAN'NEL
INTEGRAL
FIN
PRODUCT REVISED
as compying with the Florida
SEE SHEET
18 FOR OPTIONAL EGRESS LOCK DETAILS.
BuIlcli4)
NGA-ng Coda
NOA-No. 17.0411.08
hU lei
Redsad W.
gate:
Revision:
F.aplration Dat•09/2412020
•�akx ty� �,••
U1t'EN •, Y •
• ••
• •
JR
R-1-d tt
03/27/17
pets
No-ANGEsTHIs"mT-
RaKarar.
y •
Mi•mt-0� a Product Contro
�1 ,-
.
' MN. OF 3
•
v'• 1 _-
••, -
DINE
GLASS/ANCHORS/FRAME OPTIONS
4awn 6y.
J ROSOWSKI
:'• 4&
1070 TECHNOLOGY
:
BEYOND THE METAL•
is� R;rOTHREADS RID�-!' ?,�. •
0
(04,)yo-,'FL 76
CUPrn•rr•m•Po•ee UMIE%"C-
HORIZONTAL ROLLER - LM
�IR
SUBSTRATE.
•
•�01v t
� � Scale:
SMaG•
Dro.sq No.
.
• •fYLy�(4AIKI •PE ••
P.EM 725
DV'OF" �9296
HR-5510
NTS
2 OF 18
MD-HR�15510
••• • • • • ••• • •
• • • • • • l •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES
TYP. ANCHOR TYPE,
INSTALLATION
EMBEDMENT AND EDGE
OPTION 1
DISANCE PER SUBSTRATE,
ANCHUHEU THROUGH EDGE DISTANCE
SEETTABLE 2, SFEE7 2.
FRAME INTO 2X WOOD _-
FRAME OR BUCKSTRIP.
_
SEE NOTE 2, SHEET 2.
C,—�
EMBEDMENT
FLANGE J
I p 10 OR Al2 STEEL
FRAME
SMS (G5). SEE
SHOWN O
TABLE 2, SHEET 2.
Lt14' MAX SHIM
2
13
72
�I
I J u
DADE APPROVED MULLION, —.
29 FBC COMPLIANT
ALU NIINUM/STEEL FRAMING
OR STEEL STUD. MAY BE
VISIBLE FIXED
VERTICAL OR HORIZONTAL
LIGHT LRE
SEE SUBSTRATE PROPERTIES,
HEIGHT
TABLE 2, SHEET
29
BUCK
28
i HEIGHT EXTERIOR
� 4
}
OPERAE
SASH
21 OR@)OR 23
VISIBLE
LIGHT
(SEE SHEETS 6-8)
HEIGHT
TYPICAL FOR
ALL SASH
/
1
WEEP OPT.
NOTCHES
3!4' X 1I4"
1.114" X 114'
FL
FI
Sr
INSTALLATION 21 OR(F 23
OPTION 4 SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6-8)
ANCHORED THROUGH TYPICAL FOR ALL
FRAME INTO METAL "XO' OR'OX" SASH
1/4"MAX SHIM 73 2019 16 7 IS
SA
RSHLE
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
SUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, SHEET 2.
114'MAX SHIM EMBEDMENT
291 -
EDGE
DISTANCE
J \J 41 v ` J � \ TYR. ANCHOR TYPE,
FOXED I 0 EMBEDMENTAND
LI7E VISt&.E I EDGE DISTANCE PER
LIGHT WIDTH I" SUBSTRATE, SEE
TABLE 2, SHEET 2.
II 85 87
FLANGE UGHTIWIDTH 42 EXTERIOR `� D
FRAME 72 24 OR 25 26 14 q EQUAL
SHOWN LEG �Czl,')'
AT MIDSPAN OF INTERLOCK
(SEE SHEETS 68) TYPICAL FOR ALL FRAME 3-12" FROM EACH SASH
"XO"OR"OX"FIXED MEETING RAIL SHOWN ASHSTCORNER AND (1)LS CENTER OF
BUCK WIDTH ASH STILESR2AILS
(SEE SHEETS 7-8) TYPICAL
FOR ALL"XOX" SASH
I I 4) I ALL "XOX" FIXED MEETING RAIL
303 J - t14. MAX r BUCK WIDTH LE PRODUCT REVISED
SHIM HORIZONTAL SECTION E-E (XOX) EQUAL -LEG AS Complying with th• Florida
��NNS CATION AS PER SECTION A -A ABOVE FRAME
SHOWN Buliding Coda
EQUAL LEG 111111 I 1 NOA-No. 17-0411.08
FRAME SHOWN \�� / FeNsed W. Dab: RrNtbn:
,►�t�,�'Y NAA Expiration D • 0 24/2020
INSTALLATION EMBEDMENT •��a"�' k1CON �y� l�j� • •• JR 03/27/17 NO CHANGES THIS SHEEP.
OPTION2 •: ?:' '• •1 • • sy
ANCHOREDTHROUGH Jy j • �O 07„` :.: J• : • ReNaed W. Dob: Nsvi�ian: Mirm a Product Control
FRAME DIRECTLY INTO t• • • •
CONCRETEICMU. EDGE — ' (,( ® Deems tylbn. Or'oM
DISTANCE VISIBLE LIGHT FORMULAS •• 3 31 I �� FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
TYP. ANCHOR TYPE, O •-. $T, •<(/
EMBEDMENT AND EDGE VERTICAL E( QUAL-CITE, XO S: OX� 't` F �(/� 1070 TEclNOLOGY DRIVE TO.. papr.
DISTANCE PER SUBSTRATE, AORIO�..-'• N. VV" FL 3J275
SEE TABLE 2, SHEET 2. SECTION B-B WIDTH: BUCK WIDTH I2-4-114' •�--•• .• �• �,,,,� HORIZONTAL ROLLER-LM 05/15/15
HEIGHT: BUCK HEIGHT-7-1/4" // o/�j�
• • • iAI 111 • OGPYRNW02a•ralflGISFRIMINC.
j11I I I� l • Ss/w/Alodd: Scols: Shrf: Aroving Na R�r
• • .'rLyNR MIVER_.E. • • Of%TR N2=8 HR-5510 NTS 3 OF 18 MD-HR5510-01 B
P.E.N 587
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHOREDTHROUGH II
INTEGRAL FIN INTO 2X EMBEDMENT I
WOOD FRAME OR BUCK-
STRIP
.
SEE NOTE 2, -- EDGE
SHEET 2. DISTANCE
J-CHANNEL
FRAME SHOWN - --
INSTALLATION
OPTION 7
Y1 ORC22)ORC23)
ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8)
INTO METAL (INTEGRAL
TYPICAL FOR ALL
FIN/FLANGE REMOVED)
"XO" OR "OX" SASH
—►1 I+- 1/4"MAXSHIM
19 16., 30 16
#10 OR #12 S1EEL
SMS(05),SEE
TABLE 2. SHEET 2.
OPERABLE
SASH
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
WOOD FRAME OR BUCKSTRIP. SEE
NOTE 2, SHEET 2.
EMBEDMENT--I^�--►I
29
28 I EDGE
DISTANCE
28 I 1 1 - 1- I I TYP. ANCHOR TYPE,
O -T 1 41 '�� EMBEDMENT AND
1/4• MAX Shims FIXED ❑ EDGE DISTANCE PER
1 IN LITE7b.1-
= r� SUBSTRATE. SEE
ETYP.MBEDMENT
DMENT TYPE, FIN AND/OR (�_ VISIBLE
EMBEDMENT AND EDGE FLANGE MAY BE �( LIGHT WIDTH (ABLE 2, SHEET)
DISTANCE PER SUBSTRATE, REMOVED IN -FIELD (SCREW SHOWN)
72 1 SEE TABLE 3, SHEET 2. o li 85 87 FIN
J. -� FRAME
13 DADE APPROVED MULLION, VISIBLE 42 EXTERIOR L SHOWN
4 72 74 FBC COMPLIANT LIGHT WIDTH ALUMINUM/STEEL FRAMING 24 OR 25 OR 26 v 3
OR STEEL STUD. MAYBE TYPICAL FOR ALL
VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)
LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO" OR'OX" FIXED MEETING RAIL
BUCK WIDTH INSTALLATION
N EIGHT TABLES za3, SHEET 2. HORIZONTAL SECTION C-C (OX) 22 R 23 OPTION 8
(SEE SHEETS 7-8) ANCHORED Ji THROUGH
� 16 METAL
TYPICAL FOR FIN INTO METAL
30 16 19 ALL "XOX" (FLANGE MAY BE REMOVED)
28 OPERABLE 20 OPERABLE 43 SASH
BUCK EXTERIOR _ SASH 40 SASH #10 OR 912 STEEL
HEIGHT ��37-39 - -
VISIBIF ,lr' � � ) �` SMS (GS). SEE
21- R�O 23 LIGHT OPERABLE i I I� I I I i a TABLE 2, SHEET 2.
(SEE SHEETS 6.8) HEIGHT SASH I ���' 28 41
TYPICAL FOR I - - -
I
ALL SASH L— 16 FIXED
_ I VISIBLE _ LITE- VISIBLE I _
86 I G 45 47 USHT WIDTH - LIGHT WIDTH ff
OPT. BO 81 -� FIN 87 85 II _
L t FRAME
WEEP29 g29 __ __ 42 �J
NOTCHES 1 2B JJJJ c� �\ EXTERIOR
VISIBLE �/1 }CHANNEL
3H'X t/4" � 25 R 26 LIGHT WIDTH 72 14
i-1H' X 1/4" 3 (SEE SHEETS 6-8) TYPICAL FOR 1 FRAME
33
15 1 ALL "XOX" FIXED MEETING RAIL BUCK WIDTH SHOWN
� _—
3 r114'MAK HORIZONTAL SECTION C-C XOX "complyyCnggR Ith the Florida
�, p SHIM ATMIDSPANOFINTFRLOCK INSTALLATION AS PER SECTIOND-DABOVE Building Code
FIN FRAME 1@1�1) 3-1/4" FROM EACH SASH 11 L I I I I / NOA-No. 17-0411.08
SHOWN CORNER AND (1) AT CENTER OF Rovlwd By: Data Rartrmn: Expiration Da 9l24/2020
SASH STILES6iNL5 •�JY1Y�fiW,yy'�� •• JR 03/27/17
TYP. ANCHOR TYPE, ��--� ' : �.�•''•+-L�E�,i •'•l! • • RO CBAN0E5 m1537EET. B
EMBEDMENTAND `— Ct• Y
EDGE DISTANCE PER EDGE DISTANCE • • • • •'•• •Q 7 • RaVwd fry: Oats Rrrlsion: MlimtD Product Control
SUBSTRATE, SEE SEE � ,' Q •No•587l5 • • •
:• •_
TABLE 3, SHEET EMBEDMENT • : • • • * �
yT ® pperlpfbn: D�'^
VISIBLE LIGHT FORMULAS 31 I� a' J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE, XO & OX) ' �� '• A �F k7� +070 TECHNOLOGY DRIVE �,; Doe.
ANCHOREOTHROUGH INTEGRAL FIN SECTION D-D • i:•N '•.Io1HpP-.•' W111,11CIEWL 34275
INTO 2X WOOD FRAME OR BUCK- --- - WIDTH: BUCK WIDTHI2-4-1/4"• ~SS�CMa�kN , �., �7 ® HORIZONTAL ROLLER -LM 05/15/15
HEIGHT: BUCK HEIGHT-7-114' • • �i
STRIP. SEE NOTE 2, SHEET 2. • �/f11111�111+� • • • I�RIG•f8 SeRaf/ModIF. Scala Shot D—ft No. Rer.
• a • : • A. L �M R �• � &R? AUTH #�296 HR-5510 NTS 4 OF 18 MD-HR5510-01 B
••• • • • • ••• • •
• • • • • • • • • •
5/16' NOM.-
BUM a
DESICCANT
FOAM
DURASEAL®
EXT. GLASS
78
SPACER
INT. GLASS
POLYISO-
DESICCANT FILL AREA
BUTYLENE
5/16"NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEE
XL EDGE- C
O
EXT. GLASS
SPACER
INT. GLASS
/-SILICONE
STRUCTURAL 71W NOM. 718" NOM. -+{ 7/8" NOM. �-+ yi 718" NOM. f f
POLYISOBUTYLENE 1!4' NOM.
WITH DESICCANT
KODISPACE 5/16' A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5/16'A/A PVB
F�(T. GLASS 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 318" AIR SPACE
7e 4SG TIPS
1/8" A GLASS 1/8" T GLASS 3/16' A_ GLASS 3/16" T GLASS
aEXTERIOR•• EXTERIOR EXTERIOR a EXTERIOR
INT. GLASS
7479 7679 -• 7&79 7679
Xrn77
MELT BUM
STRUCTLIRAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
SILICONE3/16" NOM. GLASS TYPE 5
FOAM
Y✓ITH
DESICCANTSUPER -�{ 7(8' NOM. -� 7!8' NOM. {� -�{ 718'NOM. �-{ 778'�+-
EXr. GLASS SPACER- NXTI I I
5/16" H/H SG 5M6" H/H SG 5/16" H/H SG 7/16" A/A SG
7116'AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE
INT. GLASS. 1/8" T GLASS 3/16' A_ GLASS 3/16" T GLASS 118" T GLASS
ALUMINUM a EXTERIOR a EXTERIOR <� EXTERIOR a EXTERIOR
7e-79 70-79 76.79
EXTERIOR
Part•
Da acriptlon
Nabdal
76
jKmmW1in94SG TIPS Spacer System
77
Ouedlex Su par Spacer nXT Whn Hot Melt Butyl
See this
Sheet for
78
Ovenex DuTseal Spacer
Matefts
79
Cardinal R Edge Spacer
REFERENCE TEST REPORTS: FTL-8717. 8968 8 897U
inz-,
GLASS TYPE 11
1(2'NOM.GLASS 718'NOM.
SITE TYP. I - V,
7116" A/A SG
7116" A/A SG —
1/4" AIR SPACE
1/4" AIR SPACE-
3/16' A GLASS
3/16" T GLASS -
�75�
EXTERIOR
1bG]
EXTERIOR
GLASS TYPE 12
7!8' NOM.
GLASS TYPE 14
V
V 11 I
V I
I V I I
PRODUCT REVISED
�
I
��U
I
GLASS TYPE 15
GLASS TYPE 16
0,ui1d0,.9 with the Florida
c
III 1 t
NOA-No. 17-041 1 .08
..
x 77
11W/yI�•i.,
••
Rniwd By:
JR
not..
03/27/17
Raritan:
RocH�NcdESTHISSHM
Expiration Date 09/2412020
•
'
\C
'
e r
YP. GLAZING DETAIL
Q;; ;F;` 4a
Rsvtsad 17y.
Dater
Rrrifon:
Mlaml-0 roduct Contr
i * .• • NE. 58705• •'. • _
•
•
_ •4�•• • *_
a'
•
HEAT STRENGTHENED�y7
"T—TEMPERED
'- 30 '�'.•��
GLAZING DETAILS
D'o- W.
J ROSOWSKI
"PVB" =.090' TROSIFOL® PVB BY KURARAY AMERICA INC.
RAw1
"SG"=.09T SENTRYGLASO INTERLAYER BY KU Y•
%�O STA
"C� '- ✓(/
•y �( •'• FtdhpA.!'•l�'�
s
1070 TECHNOLOGY DRIVE
N.•11M0CE,•L 34275
BD9aa>*ro7a�
ny.
HORIZONTAL ROLLER WINDOW -
LM
05115/15
AMERICA, INC.
•
�., �.e•
7 S �
! i •
• 1711f
• At•waa•at
Sadw/NaOaE Smlc
SMac
Drmbv No.
Rar.
FOR LAMINATED GLA7ING COMPONENTS. SEE TABLF•1, •
I' d�t1
• • A LYA4 1111F.R, tom•
• &R� 1\lrt}I 98
HR-5510
NTS
5 OF 18
MD-HR5510-01
B
SHEET 2. •
• P.E•58705 •
•
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
Index to All Design Pressure and Anchor Quantity Tables
C q.
M.
Widh
Max.
Height
Glass
Type
Rent
Level
Design PTesswe
Archon Ouentty
70
a
OX
75'
54'
5.8
1
6
17
9
fi3'
3
8
7
19
10
63'
4
11
8
21
11
72'
6-8
4
10
6
20
10
7S
76'
10-12
4
12
8
22
11
74-18
4
12
8
22
11
MDX
120"
83"
5-B
3
9
7
23
12
5 8 0
4
13
B
24
13
71 B
4
14
8
25
14
140„
6T
10 - 22
4
15
8
28
15
14-16
4
18
8
27
18
4' MAX. O.C.
/j/ SANCHOR
CLUSTER DETAIL
4' MAX. O.C. —�-I r--
4-ANCHOR
CLUSTER DETAIL
4' MAX O.C.
( I
/// 3-ANCHOR
CLUSTER DETAIL
6' MAX. O.C.
4" MIN. O.C.
7/r2-ANCHOR
STER DETAIL
T— F .-
GI —Types
Design Pressure (Ibs9e)
5-8
(orXOorOXWindows
Reinf. Led R1
A0 Buck Heighlc up to 54"
AB Buck Widths
+50 r-50
up to 75
SEE IABLE 17 FUK AfiL.f1UK
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R1 REINFORCEMEt
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES 8
CONFIGURATIONS)
i
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R2 REINFORCEMEh
H (REINFORCEMENTS SHOWN
'IT IN FIGURES APPLY TO ALL
FRAME TYPES 3
CONFIGURATIONS)
11, 1
1 :7
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS
11 1 I I I f i
INSTALLED THROUGH THE FRAME OR
INTEGRALFIN.
�w\ N/t/ �� •
• wi `t .,-
• •
2) FRAME DIMENSIONS ARE BUCK WIDTH AND •
•
�' d��'SF••.
Y "D • 0 0
•
BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS
PER THE FIGURE
** ik
S IYR 5:70`4
3) FOR SIZES NOT SHOWN, ROUND UP TO THE•
1k : • • : }
i
NEXT AVAILABLE WIDTH OR HEIGHT
_ •.•• • •
= /i1 _
•
DIMENSION SHOWN ON THE TABLE.
"113113-11W
4)'114-112.114" AND INDICATE THAT
THOSE STANDARD SASH CONFIGURATIONS
'n 4(/\
1070 TECHNOLOGY DRIVE
FALL WITHIN THE SASH WIDTH RANGEIN THE •
ENT COLUMN. 'CUSTOM'INDICATESO
•s'•�IOP.•
�7�7S
iJ�FBCE,FL 34275
�c3rraaft*pml/fwTlwusrRlEc,
THAT NO STANDARD SASH CONF GURATIOfft •
•
• IWVHL E1•���\`
• • !I I.1111 • •
ex
AI• e
FALL WITHIN THE RANGE. • •
• • 0. LYwI N1jLER, �•
•
•
• P.Cy'S8705 •
•
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FxrearoR
a
SASH WIDTH i
R
H
-IT
MEETING RAIL
,IAMB f1(IEAIOR
PRODUCT REVISED
as comp1= with th• Florida
Baildang Coodd•
NOA-too. 17.0411.08
fwisad BY pat« Rertelon: Expiration Date 09/24/2020
JR 03/27/17 CORRECTEDTABLE5. By
Want W. « Rarfdon: Mla ro uct Control
DESIGN PRESSURE TABLES J ROSOWSKI
vdW. oaer
HORIZONTAL ROLLER - LM 05/15/15
S--/Nodal: S-W Sftt: &—ft Na. Ran.
HR-5510 NTS 6 OF 18 MD-HR5510-01 B
HEADER
22
SASH
HEIGHT
22
EXTERIOR
a
SILL
SASH WIDTH
MEETING RAIL
22 22
MAMB E mn+lat
V
e
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R3 REINFORCEMENT
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES 6
CONFIGURATIONS)
Glass Typea
Design Pressure (Ibse)
5-8
fOr XOor OXWIndOWs
Relnt Level R3
At Buck Heights up to 63'
AN Buck Width$
+50-50
up to 75
SEE I A t 1`J YU A1VUtUttftUt
Giros Tye
5.8
Sash
C Inn
S
ash Wickh
Range (in)
Design Pressure (lbsW) for XOX
Windows
Reird. Leal
R3
Wrld- Buck Height
4r
54.
63"
35.1i,r
11.391 - 11.391
+50.0
500
+50.0
.50 D
-50.0
-50.0
38'
-Yt-) t
12.308 -1230B
+5D.0
1 50.0
-50.0
-50.0
+50.0
50.0
X-Y2-y
11.391-13-397
+50.0
-500
+50.0
50.0
+5D.0
50.0
45-118'
%-%-%
13.398 - 14.683
+50.0
-50.0
+50-0
-510
+50.0
SO.D
Y,-%-!14
11.391 - 12.297
+5D.0
-50.0
+50.0
.50.0
+50.0
50.0
47-314"
h Y,-%
12.290 - 15.558
+50.0
-50.0
-50.0
-50.0
+50.0
50.0
bb 52-1/8•
Custom
11.391.12.01E
+50.0
50.0
+50.0
.500
+50.0
-60.0
34+ %.%
12.017 - 13.397
+5D.0
50.0
+50.0
1 .50-0
.600
--A 0
h %
13.398 - 17.018
+50.0
-50.0
+50.0
-50.0
+50.0
50.0
m
Custom
11.391 - 13.397
+50.0
-600
+50.0
-%0
+50.0
50.0
60"
Y+-h %
13.396 • 1&380
+50.0
-500
+50.0
50.0
+%0
SQD
15.361 - 19.641
+50.0
-%0
+60.0
50.0
-W.0
50.0
Custom
11.391-13,397
+500
500
+50.0
-50.0
+50.0
-60.0
75"
13.398.19.110
+50.0
-%0
+50.0
50.0
+%0
50.0
-�-%a
la 111-24.641
-50.0
500
+50.0
.60.0
+50.0
50.D
Custom
18.30D - 19.397
+50.0
500
+50-0
-50.0
+49.1 •
-49. 1'
98•
-h_yj
.
19.L-24.1
+%o
-50.0
+50.0
-50.0
+500
.50.0
Custom
24.381 - 30.380
+50.0
-50.0
+50.0
50.0
+50.0
50 0
120'
%-%-%
.30.300
+%O
500
+sop
50.0
+49.1'
-49.1'
+SU/-6U FUtt IiLASJ I TYCS a -a
•• MIN. SASH SIZE = WINDOW WIDTH - 5928
2
®i
JLL MCI- L3� iWl.r1VIV1VC
• 40"�7 (191Y.i1./!/V%./ • • • rtenaaa
• 'Yk.•i`tclr4g F . JR
•: * ; • WO 5670i • • • •
• _ ••• •� • fir •
• Deacrtp
PRODUCT REVISED
as complying with the Florida
DWiding Cod•
NOA-No. 17-0411.08
lots; Reriatarc Expiration Date 09/24/2020
03/27/17 NOCHANCES THISSHEET. By
1Mr R f*. Miami-0ad induct Control
NOTES:
_�
S,
O'C .
DESIGN PRESSURE TABLES
USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN..
•
• •, 4C/
• •�' • /iRtpP•••A?�
1070 TECHNOLOGY DRIVE
A.•'l#JICE, R 34275
Tfta
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
•
�// S'/ • �r
(twlti}peo•aoD•
HORIZONTAL ROLLER - LM
3) FOR SIZES NOT SHOWN.
THE SASH WIDTH
• •
// Ilk
1 \
C000001A EA Im
Scala-
3hest
4)•1/4-1l2-1/4' AND'1/3-113-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN
RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN
•
• •
I As it 1 \ •
• • A. LYNY Me•ER, PC•
��
•ART• AUri1 a292ee
5•rks/,ueeal:
H R-5510
NTS
7 OF 18
THE RANGE.
•
• P.E-OW705 •
•
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
J ROSOWSKI
05/15/15
Rx.
R5510-01 B
Glace Types
Design Pressure(lbsRt1)
6-8
fbr XOor OXWfndows
Relnf. Level R4
A9 Buck Helghta up to 72•
All Buck Width.
+501-50
up to 75'
SEt IMLL TU rUK ANHUKAI
Glass Types
5-e
Design Pressure(Ibse) for
XOorOXWindows
Reim. Level
R4
Window
Buck H g
-
48'
S/'
63'
25-112"
+65.0
.70.0
+65.0
-70.0
+65 0
-70.0
S 28'
+660
40.0
+85.0
.70.0
*65.0
-7110
36'
+65.0
-70.0
+65.0
-70.0
+65.0
4a0
m 47'
+650
-70.0
+65.0
-70.0
-65.0
-70.0
48•
+65.0
-70.0
+65.0
-70.0
+B5.0
-70.0
+65.0
-70.0
+85.0
-70.0
a65.0
-70.0
75
+8501
.70.0
-85.0
-70.0
.64.3'
-64.7
- +o Iu run v,inna I Trca oa
SEE TABLE 21 FOR ANCHORAGE
Glass types
to-t2
Sash
Idgulallon
Bash
WWmth
Range (in)
Design Pressure (Ibstf?) for XOX
Windows
Window
Buck Haight
48'
54'
e3'
Custom
11.391 - 13.397
+65.0
-110.0
+65.0
-110.0
110.0
60'
13.398-15.360
+65.0
-110.0
+65,0
-110.0
+85.0
1 -110.0
X-Ya-Y
15.361-19.641
rC5.7
-110.0
+66.0
-110.0
+65-0
-110.0
Custom
11.391 _ 13.397
+65.0
1.110.0
+65.0
.110.0
+85.0
-110.0
75'
Y-X_Y
13.398 - 19.110
+65.0
1.110.0
+65.0
.110.0
+65.0
-110.0
Y-Y-%
19.111-24.641
+6&0
-110.0
+66.0
-110.0
-05.0
-110.0
m
Custom
17.641-19.397
+6&0
-110.0
-66.0
-110.0
+65.0'
A04.6'
9B'
Y Y.-Ya
19.395 - 24.360
+65.0
410.0
+65.0
-110.0
+65.0'
-109.5-
Custom
24.361-31.641
+65.0
-110.0
Re41f.
- root-rm rvH axx�a i r rr� a ��
TABLE 12:
Glass Types
10-12 8 14-16
Design Pressure pbsAY)for
XO or OX W1ndows
ReiM. Level
R4
W�Sndovv
Buck Hdghl
54•
6T
76•
25-1Iz
+65-0
-110.0
+ss.0
-110.0
+65.0
-110.0
tl 28'
+65.0
-110.0
+65.0
-110.0
+65.0
.110-0
W
+65.0
-110.0
+65.0
-110.0
+65.0
-110.0
47•
+9
-710.0
+65.0
-110.0
+65.0
.110.0
48••'
+65.0
-111.1
+65.0
-t t0.0
*850
060"
+65.0
-110.0
+65,0
-710.0
+65.0
imi
75•
+660
-110.0
+55.0
-103.5
+85.11
.
E M
SEE TABLE 26 FOR ANCHORAGE
•' MIN. SASH SIZE a 2 WINDOW WIDTH • 60.72
Glass Type
14-16
SashSash
Confyu.tion
1ylas,
Range 0n)
Design Pressure (Ibalft) for XOX
Windows
ReiM, Leve,
R4
Window Buck Height
49'
.54•
63'
Custom
11.391-13.397
+85.0
-110.0
+65.0
-110.0
+65.0
-110.0
60'
Y-X-Y
13.396-15.380
+85.0
-110.0
+85.0
-110.0
+85,0
-110.0
X-X-X
15.361-19.641
+85.0
-110.0
+85.0
-110.0
+66.0
-110.0
Custom
11.391 -13397
*65.0
-110.0
+65.0
-110.0
+65.0
-109.3
75'
Y_X_Y
13.39e - 18.110
+65.0
-110.0
+E5.0
-110.0
*65.0
-102.0
�
X-X-X
19.111-24.641
«66,0
-110.0
«65.0
-110.0
+85.0
-102.8
m
F96"
Custom
17.647-19.397
19.30-24.360
+85.0
-110.0
+65.0
-110.0
+65.0
-07.4
Y-X-Y
+85.0
-110.0
+55.0
-110.0
*85.0
-020
Custom
24.361-31.841
«65.0
-110.0
+65,0
-110.0
+65.0
-Best
Y-X-Y
29.641-32,515
«65.0
410.0
+65.0
-109.6
+65,0
-84.3
120'
X-X-X
32.516-38.841
+66.0
+65.0
-105.0
+66.0
+80.8
140'
Clatam
-39.841
+65.0
-170
+ES.D
-105.0
*85.0
a00
R
H
HT
WIDTH
TABLE 13:
Glue types
6 a e
RdriL Level
R4
Sash
rbntguratlon
Sash
Wid'h
Rings M)
Design Pressure (Ibayrt) for XOX Windows
Wlndoa Buck FktD1Y
36'
46'
1•
tKi-
Cuafom
11.381 -ta397
+65.0
-70.0
+65.0
-70.0
+85.0
-70.0
+83.0
455.3
eo'
1139e -13 3B0
465.a
-70.0
+65.0
-ro.o
+ss.o
-To.o
a63.0
aao
X-X-X
15.361-19.641
+85.0
-70.0
+65.0
-70.0
a65.0
-70.0
a85,0
-70.0
Cu.kan
11.387-13.387
+65.0
-70.0
+65.0
a9.8
+63.3
a3.3
+53.2
-M2
75•
ya_X_Y
13.39E-19.110
+e5.0
ao.o
+63.0
ao.o
+65.0
ass
+36.2
-062
X%-X
19 111-24.641
*es.a
-70.0
*es.o
ao.o
+es.o
-70.0
+6&0
a6.0
Custom
18.383-19.3DT
+66.0
-ro.0
+59.9
aB.9
+55.5
a5.5
49.1
.1 -48
98'
}�-J,-Y
19.398-24.380
+65.0
-70.0
+821
4M1
*56.0
aB.O
+509
a0.3
Clskm
24.361 • 30.380
+aS.O
-70.0
+65.0
-70.0
+85.0
467.3
+57.0
a7.0
120'
Y_X_Y
-30.380
+65.0
-70.0
«59.9
a8.9
a55.3
-W.5
+49.1
•49.1
•• MIN. SASH SIZE= rr yr Stt IABLG 24 Y[Ni ANI:HVHAGt
Glass Types
Relnt. tnN
Fi4
ash
y�
�� Cn)
Design Pressure(Ibc1R=)for XOXWindows
NAldow Buck lblpM
38'
48'
54`
89'
1.391 -13397
+65.0
-70.0
+65.0
-70.0
«65.0
-70.0
+B5.0
-70.0
sP
.3sa-1s.36o
*110
+6.o
-ro.o
+65.0
-70.0
+e6.o
-7o.D
+rs,o
ao.o
-961-19.641
+85.0
-7.0
a65.0
-70.0
+85.0
-70.0
+65.0
- .0
�
.391-13.39r
+a.D
-ro.a
+ss.D
-70.0
+6so
ao.o
.es.o
-70.0
75
.399 - 79.170
+t�.p
-ro.0
«65.0
•70.0
+�.0
-70.0
«65.0
-ro.0
9.111 -za.eat+85.0-ro.o«65.0-70.0+e5.o-77.0«es.oao.D
360 - 19.387
+65.0
-70.0
+65.0
-70.0
+85.0
-70.0
+65.0•
67.2'
98'
Y_Y_Y
19.39e-24.380
+66.0
-70.0
+86.0
-70.0
+85.0
70.0
+86.0'
a6.e•
Custom
24.381-30.360
+65.0
•70.0
u35.0
-70.0
+85.0
-70.0
+66.0
-70.0
120'
Y_X_Y
•• • 30.3e0
+66.0
-70.0
+65.0
-ro.0
+B5.0
-70.0
+85.0•
d7.2
• *65l-70 FOR GLASS TYPE 8
^ MIN. SASH SIZE =WINDOW WIDTH -59.28
2
!SEE
SECTION DETAIL
j
e o
MEETING RAIL FOR WINDOWS WITH
LEVEL R4 REINFORCEMENT
1�
26 (REINFORCEMENTS SHOWN
1
23 -
IN FIGURES APPLY TO ALL
- FRAME TYPES 8
JAMB ExT
1-�
CONFIGURATIONS)
GLASS TYPES 10-12 d 1416
t MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
PRODUCT REVISED
111111
• r Y LW
• ; ri_N��
• . 4 v�•'iVF
�• • • •
�
� FIN FRAMES
Rsrfston
NO CHANGES THIS SHEET.
R.rNhn:
as complying with the Florida
Building Lodi
NOA-No. 17-0411.08
P-xPirauon Da 09/24/2020
BY
Mlam a Product Con
�'• 4SJ�. .•
• 'lf1/1 •
_
• •
• •
•
�
Revrsea sr Dob:
JR 03/27/17
Revised B1= Dots'
Daeoriptk+n:
Dram
TAt1LE27FOR ANCHORAGE
;-�b :, 31 � z
�•
DESIGN PRESSURE TABLES
J ROSOWSKI
NOTES:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. •
• •
O ••. STA OF � �
%(� •'•. F(ORIDI` •• ?�
✓ -•"'•• •
1070 TEChNOLOGY DAME
•I•tYW110E•A94275
(9�}6BW8�
Title:
HORIZONTAL ROLLER - LM
DOnd
05/1HB
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • •
�sS
• �/i ��NAL• � v�v
•
caPvalotrRwAwTr/0turwE& 1xc
9E�D
Saf°e/AlodeL
Scala:
Sawt:
Orvwinp Na.
4)'114-112-114• AND 'tl3-1B-713' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RAf�I�•
'CUSTOM" SASH CONFIGURATIOf45 FALL WITHIN THE RANGE.p7•HR-5510NTS8OF
� • 0. ���R P�
•
18
MD-HR551 D-01
IN THE ADJACENT COLUMN. INDICATES THAT NO STANDARD
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SASH
Glass Types
Anchor Quantities forXO orOX Windows
5-8
Sash
30' Height
I 36" Height
1 48" Height
54" Height
30" Height
36" Height
48" Height
54" Height
Head
Head
E Head
E Head
E
Head
E Head
E Head
E Head
E
Relnt Level
(in)
(in)
& Sig �°
& Sill
& Sill
& Sill
&Sill
�° 8 Sig
° Sill
' & Sal
R1
Anchor Group A
Anchor Group C
25.117'
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
3 1+C2+1
3 1+C2+1
3
Id
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
3 1+C2+1
3 1+C2+1
3
36.
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
3 1+C2+1
3 1+C2+1
3
m
42"
20.397
I+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
P22
3 1+C2+1
3 1+C2+1
3
e
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
3 1+C2+1
3 1+C2+1
3
so"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
2+C2+2
3 2+C2+2
3 2+C2+2
3
75-
36.897
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
2+C2+2
3 2+C2+2
3 2+C2+2
3
Anchor Group B
Anchor Group D
25.1/7'
12.147
1+C2+1
2 1+C2+1
31 i+C2+1 131
1+C2+1
3 1+C2+1
3 1+C2+1
3
28'
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3 1+C2+1
3 1+C2+1
3
36"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 I+C2+1
3 1+C2+1
3 1+C2+1
3
m
42"
20.3917
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
U2+C2+2
N2+C2++2
3 1+C2+1
3 1+C2+1
3
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3 1+C2+1
3 1+C2+1
3
60"
29,397
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3 2+C2+2
3 2+C2+2
3
75-
36.897
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3 2+C2+2
3 2+C2+2
3
- I-. lvl UCJIIMV I — —
Glass Glass Types
Anchor Quantities forXO orOX Windows
5-8
Sash
30"Height
36" Height
1 48" Height
54' Height
30" Height
36" Haight
48" Height
54" Height
Width
Head E
Head
E Head
E Head
E
Head
Head
E
E Head
Reint Level
0n%
& SiN
&Sill
& Sill
& Sill
& Sul
I & Sill `;
& Sill
' & Sill
R2
Anchor Group A
Anchor Group C
25-112"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1 131
1+C2+1
3
38"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
m
NotAlloMeed
47'
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
48'
23.397
i+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
75"
36.897
2+C2+2 12
2+C
3 2+C2+2
3
Anchor Group B
Anchor Group D
25-1/7
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1
i i+C1+1
3
6
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 +1
4+ 1
3
,r
3"
17.397
I+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 + 2+
to
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 1+ +
3 1+C2+1
3
c
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3
1+C2+1
3
g
29.397
2+C2+2
2 2+C2+2 13
2+C2+2
3 2+C2+2
3
2+C2+2
21 2+C2+2
3 4
36,897
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
2+C2+2
2 2+C2+2
•2+C3F2
3 ;C
MINIMUMANCHOR QUANTITIES SHOWN.. ALL ANCHORAGE MUST ALSO
COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS.
aGc I�asTiyna,caiyn
Max. Anchor O.C.
Spacing for "Integral-
Fin" Installation
Anchor
Group E
Anchor
Group F
3.8'
4-
GUIDE TO USING ANCHOR QUANTITY TABLES
'FOR OX WINDOWS (XO SIMILAR):
ANCHOR QUANTITY
PERJAMB
2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY.
(2) ANCHORS AT THE FIXED SECTION
* A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (2) ANCHORS AT THE SASH
TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.
SEE
ELEVATION, SHEET 1
I•+— SEE ELEVATION, SHEET 1
1 � SEE CLUSTER DETAILS, SHEET B
1
SEE
/
_
O X /
—
SEE ELEVATION,
SHEETI
ELEVATION,
SHEEE�
MEETING RAY.
ANCHOR PATTERN AT SILL
REPEAT
FOR XOX WINDOWS:
ANCHOR QUANTITY
PERJAMB
1+C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY:
( ) ANCHOR AT THE SASH
+A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+(2) ANCHORS AT THE FIXED SECTION
+A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (1) ANCHOR AT THE SASH
TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL
SEE ELEVATION, SHEET 1
SEE ELEVATION, SHEET I
SEE ELEVATION, SHEET 1
_
SEE ELEVATION,
SEE•ELEVAf10N,
17U7'7'
SH 1
SHEET 1
• •
ETING R
SF� CLUSTER
• •
DETAILS,
SHEETS
• • ••
REPEAT ANCHOR PATTERN AT SILL
2+2 a Mom AMhor O.C. Anchor
yF2 3 Spaying fpr Integral- Group F
vSSU • F�IL Irld4lation 4"
•
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTES:
1) FRAME DIMENSIONS ARE BUCK WIDTH
AND BUCK HEIGHT (SEE SHEETS 3.4).
SASH SIZE IS AS PER THE FIGURES ON
SHEETS 6-8.
2) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE,
PRODUCT REVISED
•e comp) ng vrlth the Rorldo
aulldlnp ode
NOA-No. 17-0411.08
laplrmtlon Dot* 09/2412020
m ADDED NOTE TO ANCHOR
a CITY. TABLES.
w
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y
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b
O
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Z
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s�
Cn
O
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rc
LO
(7 N
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LL
s
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2 UjCS 01�
2
0 CS
En
FZ rO Lc
v
J
u.1ia
ro j;
J
co
�Z
F-
LU
i
LL
O
Ol
Z
Ix
»045
Q
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z
a
z
LL
O
O
o
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N4 LYNN ''•,
Ft ORIDP
t""ONALN)III/E
A. LYFN MILLER P.E.
RE1A 58705
Glass Types
5 8
Sash
Anchor Quantities for XO or OX Windows
30" Haight
1 36" Haight
1 48" Height
54" Height
BY Height
30" Height
36" Height
48- Height
54" Fteight
63' Height
Reinf. LeMel^)
R3
Width
Head
g Sill Ri
Head
&Sill
E Head
&Sill
E Head
&Sill
E Head
& Sill
Head
& Sill
E Head
& Sill
Head
& SIII
Heed
& SIII
E Head
& SIII
Anchor Group A
Anchor Group C
25.1/2"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
L
10
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+�+1
4 1+C2+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
41 1+C2+1
4 1+ +
36'
17.397
1+C2+1
21 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
41
1+C2+1
2 1+C2+1
3 1+132+1
41 1+C2+1
4 1+C2+1
4
m
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
41
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+ +1
48"
23,397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
41 1+C2+1
4 1+C2+1
4
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
41
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
4
75'
36.897
2+C2+2
2 2+C2+2
31 2+C2+2 114
2+C2+2
4 2+C3+2
41
2+C2+2 121
2+C2+2
3 2+C2+2
4 2+C2+2
4 2+32+2
4
Anchor Group B
Anchor Group D
25-11Y
12.147
1+C2+.1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
1211+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
L
�
28'
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
�2
1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
36"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
m
42"
2D.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
U+C2
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
'6
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
4
75"
36.897
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
2 2+C2+2
3 2+C2+2--4
2+C2+2
4 2+C2+2^
4
Max. Anchor O.C.
Spacing for "Integral -
Fin" Installation
Anchor I Anchor
Group E Group F
3.5' Wl
I nuLt
2U:
Glass Types
Anchor
Quantities
for
XO or OX
Windows
6.8
Sash
Width
30" Height
Head
1 36' Height
Head
1 48" Height
Head
1 54" Height
E Head
1 63" Height
E Head E
72" Height
Head
I
A
30" Height
Head
38' Height
E Head
48" Height
Head
Ni
1 54" Height
Head
63" Height
E Head E
77' He'igM
Head
Reim Level
^)
& Si{I
& SNI
I & Sol
& Sill
I & SII '?
& Sit
&Sill
& SN
& SIN
& SYI
. & Sill
& SNI
R4
Anchor Group A
Anchor Group C
25-1/2"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
41 1+C2+1
4 1+C2+1
5 1+C2+1
5
1+C2+1
2 1+C2+1
3
1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C2+1 5
-V
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C2+1
5
1+C2+1
2 1+C2+1
3
1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C2+1 5
38"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C3+1
5
1+C2+1
2 1+C2+1
3
1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C3+1 5
m
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C3+1
5 1+C3+1
5
1+C2+1
2 1+C2+1
3
1+C2+1
4 1+C2+1
4 1+C3+1
5 1+C3+1 5
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 14C3+1
4 i+C3+1
5 1+C3+1
5
1+C2+1
2 1+C2+1
3
1+C2+1
4 1+C3+1
4 1+C3+1
5 1+C3+1 5
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C3+2
4 2+C3+2
5 2+C4+2
5
2+C2+2
2 2+C2+2
3
2+C2+2
4 2+C3+2
4 2+C3+2
5 2+C4+2 5
75"
36.897
2+C2+2
2 2+C2+2
3 2+C3+2
4 2+C3+2
4 2+C4+2
5 2+C4+2
5
2+C2+2
2 2+C2+2
3
2+C3+2
4 2+C3+2
4 2+C4+2
5 2+C4+2 5
Anchor Group B
Anchor Group D
25.10
12.147
1+C2+1
2 1+C2+1
31 1+C2+1 141
1+C2+1
41 1+C2+1
5 1+C2+1
2 1-tt2+f
3 1+Ml
4 14C2+1
4 1+C2+1
5 1+C2+1 5
16
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C2+1
2 1+C2*6
3o ♦+C2F1
4 1+C2+1
4 1+C2+1
5 1+C2+1 5
36'
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
5 1+C3+1
1+ 2+
4 +CZ+1
4 1+C2+1
5 1+C3+1 5
m
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C3+1
5 1+C3+1
E2+C2+2
1+C +
3 1+ +1
4 T+C2+1
4 1+C3+1
5 1+C3+1 5
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C3+1
4 1+C3+1
5 1+C3+1
2 1+C2+1
3 1+C2+1
4 1+C3+1
4 1+C3+1
5 1+C3+1 5
3
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C3+2
4 2+C3+2
5 2+C4+2
2 2+C2+2
3 2+C2+2
4 2+C3+2
4 2+C3+2
5 2+C4+2 5
75"
38.897
2+C2+2
2 2+C2+2
3 2+C3+2
4 2+C3+2
4 2+C4+2
5 2+C4+2
2 2+G2+a
3 2+C3+Z
& 2+C3+8
4^ 2+C4+2 15
C1 2+0o c2'I 5
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON TAF61EVATaJIllS. • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Max. Anchor O.C.
Spacing for "Integral -
Fin" Installation
Anchor Anchor
Group E Group F
3.2" 4"
NOTES:
1) FRAME DIMENSIONS
ARE BUGK WIDTH AND
BUCK HEIGHT (SEE
SHEETS 34SASH SIZE IS
AS PER THE FIGURES ON
SHEETS 6-8.
2) FOR SIZES NOT
SHOWN, ROUND UP TO
THE NEXT AVAILABLE
WIDTH OR HEIGHT
DIMENSION SHOWN ON
THE TABLE.
3) SEE SHEET 9 FOR A
GUIDE TO USING THESE
TABLES.
PRODUCT REVISED
ac compiylny with the Florida
Building Code
NO A ND.
17-0411.08
"ration Date 09/2412020
ey
Mi•m
rodact Contra
m ADDED NOTE TO ANCHOR
> OTY. TABLES.
REMOVED
p GLASS 5
FROM TABLE 20_
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P.E.# 587D5
Glass Types
Anchor Quantities for XO or OX Windows
5 - 8
Sash
3(r Helght
38" Height
48" Height
54" Height
63" Hle
0" Height
36" Height
48" Height
54' Height 83' Height
Width
Head
E Head
Head
E Head
E HeaHead
6 Head
Head
Head
E
E
Reinf. Level
(�)
& Sln
&Sill -1°
& Sal
& Sit
& Si
Sin
' & Sill
8 Sill
& S11
8 Sib
R4
Anchor Group A
Anchor Group C
25-1/2"
12.147
+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
�
28"
13.397
+C2+1
2 1+C2+1
3 1+C2+1.
4 1+C2+1
4 1+C2+1
4
36"
17.397
C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
H
Not Allowed
42"
20.397
C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
m
48"
23.397
C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
$
60"
29.397
C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
4
75"
38.897
C2+2
2 2+C2+2
2+C2+2
4 2+C3+2
4
Anchor Group B
Anchor Group D
25-1/2"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2C2+1
2 1+C2
+1
4'o
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
36"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
442"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 i+C2+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
40
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
429.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 2+C3+C2+2
2 2+C2+2
31 2+C2+2
4 2+C2+2
I 4j,2*e2,P2-
ri
75"
36.897
2+C2+2
2 2+C2+2
3 2+C2+2
41 2+C2+2
4 2+C3+2
141
2+C2+2
2 2+C2+2
31 2+02+2 141
2+102+2
1 41 2+C2+2
4
Max. Anchor O.C. Anchor
Spacing for "Integral- Group F
Fin" Installation 4"
V SEE TABLE 11 FU UESIQrTfS0001it
TABLE 22:
Glass Types
Anchor Quantities for XO or OX Windows
10-12 & 14-16
Sash
30' Height
36' Height
48' Height
54' Height
63' Height
76' Height
3(r Height
36" Height
48" Height
54' Height
63' Height
76" Height
Wldlh
(..lead
� Head
E Head
E Head
E Head
E Head
E
Head
E Head
E Head
Head
Head
Head
Reinf. Level
(In)
&Sit -,
&Sill 10
8 Siil
m &Sill
m & S111 '-+
m &Sill
0
-�
8 Sill
m & Sill
,
m & Sill
n
m & Sill
-
8 SIR 1°
& Sltl
m
-1
R4
Anchor Group A
Anchor Group C
25-1/2"
12.147
1+C2+1
21 1+C2+1
3 1+C2+1 141
1+C2+1
4 1+C2+1
5 1+C3+1
5
E
28"
13.397
1+C2+1
21 1+C2+1
3 1+C2+1
4 1+02+1
4 1+C3+1
5 1+C3+1
5
36'
17.397
1+C2+1
21 1+C2+1
3 1+C2+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
m
Not Allowed
42'
20.397
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
48"
23.397
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C4+1
5 1+C4+1
5
60'
29.397
2+C2+2
2 2+02+2
3 2+C3+2
4 2+C3+2
4 2+C4+2
5 2+C4+2
5
75'
36.897
2+C2+2
2 2+C2+2
3 2*C3+2
4 2+C4+2
4 2+C4+2
5 2+C4+2
15
Anchor Group B
nch
r Group D
25-1/2"
12.147
1+C2+1
21 1+C2+1
31 t+C2+1 141
1+C2+1
41 1+C2+1
51 1+C3+1
5
1+102+1 2 1+E2+el 48
il+Ct+1•
41 1+C2+1
41 1+C2+1 15
1+C3+1
5
28"
13.397
1+C2+1
2 1+C2+1
31 1+C2+1 141
1+C2+1
41 1+C3+1
5 1+C3+1
5
01+C2+0 2 1+9240 i8
•+Al+1 14J
1+C2+1
4 1+C3+1
5 1+C3+1
5
Y
36"
17.397
1+C2+1
2 1+C2+1
31 1+C2+1
41 1+C3+1
4 1+C3+1
5 1+C4+1
5
•l+CV& 2 V62+1 a
3{+Ci+1•
t+C3+1
41 1+C3+1 15
1+C4+1
5
In
42'
20.397
1+C2+1
2 1+C2+1
31 1+C3+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
1+C2+1 2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
0
48'
23.397
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C4+1
5 1+C4+1
5
1+C2+1 2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C4+1
5 1+C4+1
5
60"
29.397
2+C2+2
2 2+C2+2
3 2+C3+2
4 2+C3+2
4 2+C4+2
5 2+C4+2
t
44 2+2 2 0 !+ +ZAs S
2+CS •
4 v1 C3+2
4 2+C4+2 15
274+2
5
75'
36.897
2+C2+2
2 2+C2+2
3 2+C3+2
4 2+C4+2
4 2+C4+2
5 2+104+2
5
2+82+2 12 r 2+E2+2 13
2+C3-2
41 24•C4+2
4 2+C4+2 15
2+C4+2
15
• •
SPACING SHOWN ON THECFLEVATIP.
• • • • • • • • SEE TABLE 12 FOR DESIGN PRESSURE
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C.
• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTES:
1) FRAME DIMENSIONS
ARE BUCK WIDTH AND
BUCK HEIGHT (SEE
SHEETS 3-4). SASH SIZE IS
AS PER THE FIGURES ON
SHEETS ".
2) FOR SIZES NOT
SHOWN, ROUND UP TO
THE NEXT AVAIL461E
WIDTH OR HEIGHT
DIMENSION. SHOWN ON
THE TABLE.
3) SEE SHEET 9 FOR A
GUIDE TO USING THESE
PRODUCT REVISED
Building C
■a com %1de WM the Florida
o
NOA-No. 17-0411.08
Expiration Date 09124/2020
By
NDami d roduc Control
11
IADDED NOTE TO ANCHOR
QTY.TABLES.
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MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS
Glass 7ypas
5 B
Sash
Sash
Anchor Quantities for XOX Windows
24' Haight
30' Height
36' Height
1 48' Helpht
I SC Height
83' HefgM
24' Fhidri
30' Height
36- Height
48' Height
54' Haight
fl3' Heists
Raird. Law[
R3
CAniguals3n
Width
Range (in)
Head & S91
a Head & SiN
� Head & SA
E Head & Shc
E Head & Sill
� Haad & Sig
u Head & S91
n Head & Sig
n Head & Sill
' Head 3 SIN
aE Head & Sill
E Head
Anchor Group A
Anchor Group C
35-1A'
Y3-Y Y3
11.391 - 11.391
1+C2+0+(2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+o+C2+1
4 1+C2r0+C2+t
4 1+C2+O+C2rf
2 1+C2+O+C2+1
2 i+C2+OtC2a1
9 1+C2+O+C2+1
4 t+C2+0+C2+1
4 1+C2+0+C2t1 4
1.
Y.-Y.-Y.
12.308-12308
14C2+O+C241
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+02+04C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2-0-C2+1
2 1+C2+0+C2+1
3 1+C2+o.C2+1
4 1+C2+0+C2+1
4 1+C2+0tC2+1 4
y-%-y
11.391-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+02+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 'HC2+0+C2+1 4
45-i�'
%-)S-YS
13.398-14.W3
+ 1
1 C2+0+C2+
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+-p+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2+1 4
Y,-%-Y'
11.391-12.297
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 i+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1♦C2+1
4 1+C2+1+C2+1 4
47.314'
%-Ye-y
12.298-15.558
1+C2+0+(�+1
2 1+C2+O+C2+1
2 1+C2+0+02+1
3 1+C2+0+C2+1
4 1+C2+o+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0rC2+1
S i+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-12.016
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+CZ+1+C2+1
4 1+C2+1+C2+1 4
=gg 52-W
y-h-y.
12.017-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+taC2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C241
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 I-C2+1+C2+1 4
Y
Y3-Yi-Yi
13.388-17.016
1+C2+0+C2+1
2 1+C2+0+C2a1
2 1+C2+0+C2+1
3 1+C2+0+C241
4 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1 4
m
Custom
11.391-13.307
1+C2+t+C2+1
2 1+C2+1+C2r1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
11+C2+1+C2+1
4 14C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1aC2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 14C2+1+C2+1 4
60'
y-}4-y
13.398-15.360
1+CZ+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+t+C2+1
4 1+C2+i+C2+1
2 1+C2+1+C2r1
2 1+C2+1+C2+1
3 i+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
Y3-'/i-Y3
15.361-%641
1+C2+0+C2+1
2 i+C2+0+C2+1
2 1+C2+0+C2+1
3 i+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 t+Q+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-13.397
1+02+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
2 1+C2.+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2a1
4 1+C2+3+C2+1 4
75'
y-y,-y
13.398-19.110
1+C2+2+C2+1
2 1+C2+2+C2+1
2 14C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
2 1+CZ+2+C2+1
2 1+C2+2+C2+1
3 i+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
-Y,-%
19.111-24.641
1+C2+1+C2+1
2 1+C2+14C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
Custom
18.360-19.307
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 I-C3+3+C3+1
4 1+C2+34C241
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
96'
yYi_y
19.398-24.360
1+C2+3+C2+1
2 1+C243+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1aC3+3+C3+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 t+C2+3+(2+1
4 1+C2+3+C2+1 4
Custom
24.361-30.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C241
4 1+C2+2+C2+1
4 1+C3+2+C3+1
4 1+C2+2.C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
120"
y-A-3(
"-30.380
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C3+3+C3+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Anchor Group 8
Anchor Group 0
35.1/4'
/3'Y3-Y3
11.391-11.391
1-C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2-1
4 t+C2+0+C2+1
4 1+C2+O+C2+1 4
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
39'
Y,%-%
12308-12308
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C241
4 14C2+0+C2+1 4
y-Y3-y
11.391-13.387
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
45-118'
Y3-),-Ji
13.398-14.883
1+C2+0+C2+1
2 1+CZ+O+G2+1
2 1+C2+O+C2+1
3 1+C2+p+C2+i
4 1+C2+O+C2+1
4 1+C2+prC2+1 4
t+C2+0+C2*1
2 1+C2+O+C2+1
2 1+C240+C2+1
3 1+C2+O+C2+1
6 1+02+0+C2+1
4 1+02+p+C2a1 4
y-Y•y
11.391-12.207
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+14C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
47.3/4'
Y3-Y3-iS
12298-15.558
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+p+C2+1
3 1+C2+O+C2+1
4 1+02+O+C2+1
4 i+C2+D+C2+t 4
1+C2r0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+D+C2+1 4
1*C2+D+C2+1
4 1+C2+0+C2+1 4
Custom
11.391 -12018
1+C2+1+C2+1
2 irC2+1+C2+1
2 1+C2+14C2+1
3 1+C2+1+C2+1
4 1+C2+i+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C241+G2+1
2 1+C2+I+C2+1
3 i+C2+1+C2+t
4 1+C2+1+C2+1
4 1+02+t+C2+1 d
r
§ 52-1/8'
y-Y3-y
12.017-13.397
i+CZ+1+C2+1
2 14C2a 1+C241
2 1+C2+t+C2+1
3 1+C2*1+C2+1
4 1+C2+1+C2+1
4 1+C2+7rC2+t
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 14C2+1+C2+1
4 1+C2+1+C241 4
3
Y,-jar-Y3
13.398-17.016
1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 i+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
m
Custom
11.391-13.397
irC2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C.2+1 4
60'
y-Y3-y
13.398-15.350
1+C241+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 i+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1 4
1+C2+1+C2+1
4 1+C2+1+C2+1 4
%-%-%
15.361-19.641
1+C2+0+C2+1
2 1+C2+0+C241
2 1+C2+D+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4
14C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1 4
1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-13.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1 4
1+C2+3+C2+1
4 1+C2+3+G2+1 4
75'
y-Y y.
13.398-19.110
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2424C2+1
3 1+C2+2+C2+1
4 1+C2+2+C241
4 1+C2+2+C2+1 4
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1 4
1+C2+2+C2+1
4 1+C242+C2+1 4
Y3-Y3-Ys
19.111 - 24.641
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 * 1 4
1+ +1+C2+1
2 1+C2+1+C2+1
2 1+G2+1+C2+1
3 1+C2+1+C2+1 4
1+C2+1+C2+1
4 14C2+t+C2+1 4
Custom
18.380-19.397
1+C2r3+C1+1
2 1+C249+C2+1
2 14C243+C2+1
3 1+C2+3+C2+1
4 1rC2+3+C2+1
1rC2+3+C2•i
1+i2+a+(�1
i+132+3&C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1.
y-j4-y
19.398-24.380
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C243+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 +C2+3+ 1
+ + 1
1+ +3 +1
2 1+C2+34C2+1
3 1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+(2+3+C2+1 4
Cuslam
24.361 - 30.380
1+C2+2+02+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
+C2+2+C291
1+02+*C2.1
1+(W+2+C2+r
2 1+C2+2+C2+1
3 1+C2+2+C2+1 4
1+C2+2+C2+1 4
1+C2+2+C2+1 4
120'
y-y3_y
"-30.380
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
1+ +3 1
2 1+ + +1
2 1+02+3+C2+1
3 1+C2+3+C2+1^4-1+C2+3+C2+1
1
1+C2+3+C2-1 4
Max. Anchor O.C.
Spacing for "Integral-
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croup E
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croup F
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017-13.397
1+C2+1+C2+1
2 1tC2+1+C2+1
2 1+C2+1+C2+i
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+t+C2+1
4 1+C2+1+C2+1
4 1+G2+1+C•2+1
4
398-17.016
1+C2+0,+C2+1
2 1+C2+0tC2+i
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4
m
391-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+i+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
+1+C2+1
3rRC2+3+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4
6(r
398-15.360
1+C2+1+C2+1
2 1+C2+14C2+1
2 1+C2+1+C2*1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 I+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3+1+C2+1
4 1+C2+1+CZ+1
4 1+C2+1+C2+1
4
381-19.841
1+C2+0+C2+1
21+C2+p+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C3+p+C3+1
4 1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+O+C2+/
3+O+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2+1
4
91-13.397
1+C2+3+C2+1
2 14C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 7+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4
75'
Y.-x-Y+.398-19.110
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
4
y--�-ii
19.111-24.641
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 y+G2+y+"1
1+ +1 1
1+ 1*C2+1
'2 1+C2+1+C2+1
3+1+C2+1
4 t+C2+1+C2+1
4 1+C2+1+C2+1
4
Custom
18.380-19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+i
J/ 1+C2+3+C2#1
1+t2+$+Qnl
1+y,2+3`C2+1
2 1+C2+3+C2+1
3
4 t+C2+3+C2+1
4 1+C2+3+C2+1
4
98"
y-y,-y,
119.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+t
2 t+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 ♦+C2+3+"1
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2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4
Custom
24.361-30.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+t
4 1+C2+2+C2+1
+ ++ 1
i+C2+l+CR1
1+02+2+C241
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
4
120"
Y.-%-y
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1+C2+3+C2-1
2 1+C2+3+C2+1
2 1,C2+3+C2+t
3 1+C2+3+C2+1
4 1+C1+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
2 I+C2+3+ +1
2 t+C2+3+C2+1
3 1+C2+S+C2+1
4 1+C2+3+C2+1
4/+C2+3+C2+1
4
Max. Anchor O.C. Anchor
Spacing for "Integral- croup F
Fin" Installation 4•
NOTES: SEE 1 ABLE i3 FOR DESIGN PRESSURE
^ MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3i).
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INera, 'XDJAI` RT COLU&I., ICUSILIR INDICATI3%IHA11`NCI6TANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
• • • • • • • • • • • •
• • • • • • • • • •
• • • • e • • • • • • •
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PRODUCT REVISED
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Expiration Date 09/24/2020
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Anchor Quantities for XOX Windows
24• Haight
30' Height
36" Height
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1 54- Heght
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24" Hevt
30' Heght
I 36- Hekft
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35-114-
38'
45-1/8'
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m
80'
75"
96'
120•
35-%-3j
11 391 - 11.391
Not Allowed
I+C2+0+C2+1
1+C2+0+C2+1
1+C2+O+C2+1
1+C2+O+C2+1
i+C2+1+C2+1
2 1+C2+0+G2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2*1+C2+1
2 1+02+0+C2+1
2 1+C2+0+C2+1
2 I+C2+0+C2+1
2 1+C2+0*C2+1
2 1+C2+1+C2+1
3 1+C2+0+C2+1
3 1+C2+0+C2+1
3/+C2+0+C2+1
3 1+C2+O+C2+1
3 1*C2+1+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1*C2+1+C2+1
4 1+C2+0+C2+1 4
4 1+C2+0+C2+1 4
4 1+C2+0+C2+1 4
4 1+C2+O+C2+1 4
4 1+C2.1*C2+1 4
Y-y�%
12.308-12308
y_y4_y.
11.391-13.397
iS-'h-1iS
13.398 - 14.083
1y,_y=_y
11391-12,297
12298-15.558
1/e-x-X
1+C2+0+C2+1
1+C2+1+C2+1
1+G2+1+C2+1
1+C2+0+C2+1
11+C2+1+0+1
i+C2+1+C2+1
1+C2+O+C2+1
1+C2*3+C2+1
1+C2*2+C2+1
1+C2+-1+C2+1
1+C2+3*C2*1
1+1-2+3+C2+1
1+C2+24C2.1
1+C2*3+C2*1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 1+C2*1*C2+1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 7+C2+1+C2+1
2 1+C2+0+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+1+C2+1
2 1+C2+3+C2+1
2 f+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2*3*C2*1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 1*a+1+G2+1
2 1+C2+O+C2*1
2 1+C2+1+C2+1
2 1+C2*1+C2+1
2 1+C2+0+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+1+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2*1
2 1+G2+2+C2+1
2 1+C2+3+C2+1
3 1+C2+0+C2+1
3 1+C2+1+C2+1
3 1+02+1+C2*1
3 1*C2+O+C2+1
3 1+C2+1+C2+1
3 1*C2+1+C2+1
3 1+C2+0+C2+1
3 1+C2+3+C2+1
3 1+C2+2+C2*1
3 1+C2+1+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+G2+2+C2+1
3 i+C2+3+C2+1
4 I+C2+0+C2+1
4 1+C2+1+C2*1
4 1+C2+1*C2a1
4 1+C2*O+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 t+C2+0+C2+1
4 t+C2+3+C2+1
4 I+C2*2+C2+1
4 1*C2+1+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+2+C2+1
4 1+C2+3+C2+1
4 1+C2+0+C2+1 4
4 1+C2+1+C2+1 4
4 7+C2+1+C2+1 4
4 1+C2+0*C2*1 4
4 1+C2+1+C2+1 4
4 t+C2+1+C2+1 4
4 1+C2+0+C2+1 4
4 1+C2+3+C2+1 4
4 i+C2+2+C2*1 4
4 1+C2+1+C2+1 4
4 1+C2+3+C2+1 4
4 1+C3+3+C3+1 4
4 1+C3+2+C3+1 4
4 i+C3+3+q•1 4
Custom
11.391 - 12.016
)(_%_y
12 017 - 13.397
X-A-%
113.398 - 17.010
Custom
11.391-13.397
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113398-15380
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115381 -19 641
Custom
111.391-13.397
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13.396-19.110
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19.111-24.641
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18.300-t9.397
%_%-Y,
19398-24.360
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24.361 - 30.360
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Anchor Group B
Anchor Group D
35-1/4-
%-%-%
11.391 - 11.391
1+C2+O+C2+1
2 1+C2+#C2+1
2 1+C2+O+C2+1
3 1+C2+o+C2+1
4 11+C2+O+C2+1
1 it-C2+0+C2+1 4
1+C2+0+C2+1
2 1+C2+0+G2+1
2 1+C2+D+G2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
38'
h-%-%
12.308-12.308
1+C2.O+G2+1
2 1+U+(1+G2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+D+C2+1
4 1+C2+O+C2+1 4
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2*1
3 1*C2+0+C2+1
4 1+C2.0+C2+1
4 1+C2+0+C2+1 4
y._%-%
11.391-13.397
I+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 11:2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2*D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2*1
4 1+C2+0+C2+1 4
45-1/8'
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3S-X li
13.398-14893
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1*C2+O+C2+1
4 1*C2+Q+C2+1
4 I+C2r01C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 t+C2+0+C2+1
4 1+G2+0+C2+1
4 1+C2+0+C2*1 4
Y4_ys_y
11.391-12297
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 i+C2+1+C2+1
4 f+C2+1+C2+1
4 1a C2+1+C2+1
2 1+C2+1+C2+1
2 i+C2+1+C2+1
3 1+C2+1*C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
47-314'
5-35 X-
12298-15.558
1+C2+0+C2+1
2 1+C2+0+C2+1
2 t+C2+0+C2+1
3 1+C2*O+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0*C2+1
4 1+C2+0+C2+1 4
Custom
11.391-12.010
1+G2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 t+C2+1+C2+1
4 1+C2+1+C2.1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1*C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2.1+C2+1
4 I+C2+1+C2+1 4
c
52-1V
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12.017 - 13.397
i+C2+1+C2+1
2 t+C2+1*C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1*C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
'A-'A-x
13,398-17,010
1+C2+0+C2*1
2 1+C2+0•C2+1
2 IIC2+O+C2+1
3 1+C2+0,+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+(.'2+0+C2+1
2 f+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+G2+0+C2+1
4 1+C2+0+C2+1 4
m
Custom
1f.391-13.397
1+C2+1•C2*1
2 1*C2+1+C2+1
2 t+C2+1+C2+1
3 1*C2+t+C2+1
4 1+C2*1+C2+1
4 1+C2+1*C2+1
4 1+C2*1+C2+1
2 1+C2+t+C2+1
2 14 C2+1+C2+1
3 1+C2+1+C2+1
4 1+G2+1+C2+1
4 1+C2+1+C2+1 4
60-
1%_%_K
13.398-15.380
1+C2+1+C2+1
2 1+C2.1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2*1
2 1+C2+1+C2+1
J 1 1+C2*1+C2*1
4 1+C2+1+C2+1
4 1+C2+t+C2+1 4
75_K_}y
15.361-19.641
1+C2+O+C2+1
2 1+C2+0+C2+1
1
2g1+C2+3+C2+1
3 1+C2.O+C2+1
4 1+C2+0+C2+1
4 1*q+0+q+1
4 1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-13.397
1+C2+3+C2+1
2 1+C2+3+C2+1
21
3 I+C2*3aC +1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
1+C2+3+C2+1
2 1+C2+3-C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
41+C2+3+C2+1 4
75,
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13.398-19.110
1+C2+2+C2*t
2 1+GZ+2+G2+1
21
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+q+2+C3+1 4i+C2+2+C2+1
2 1+C2*2*C2+1
2 1+C2+2+C2N
3 1*C2+2+C2+1
4 HC2+2+C2+14
1*C2a2+C2+1 4
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19.111-24.041
1+C2+1+C2+1
2 1+C2+1+C2+1
21
3 11C2+1+C2+1
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4 •+i3+yO3.1
1+C2+1+`2+1
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2 1*C2+1+C2*1
3 1*C2*1+C211
4 1+C2+1+C2+1
4 1*C2+1+C2+1 4
Custom
18.380-19397
1*C2a3+C2+1
2 1+C2+3+C2+1
21
3 I+C2+3+C2+1
4 1+C2+3+C2+1
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1
1+bl+3aC2+1
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1+C2+3+C2+1
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21.381-30.380
1+C2+2+C2+1
2 1+C2+2+C2+1
21+C2+2*C2+1
3 t+C2+2+C2*1
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120'
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1+C2+3+C2+1
2 1+C2+3+G2*1
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4 1*C2*3+C2+1
4 1+C3+3+C3+1
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2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
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••• • • • • ••• • •
• • • • • • • • • •
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48' Height
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36- Height
48" Height
54- Hel9tt
- Br Height
Rear. Letel
Oonlgure6on
Wldto
Range M)
Head 3 Sill
R Heed & BID
m Flood & SW
w Head & SO
n
m Head & SB
� Head & SII
a
E & S11
W Head & Sll
� dead & al
a
� Head 8 S91
i
a
� Head & S91
a a
E tgad 8 591
Atichor Group A
Anchor Grail C
35-114'
38'
45.1/B•
52.1/8•
m 6('
75'
96'
12Lr
140'
Ya-Y-Y
11.391 - 11.391
Not Allowed
0+C2+1
2 1+C2a0+C2+1
2+1
2V1+:-O+C2+1
3 1+C2+O+C2+1
4 1+C2-0tC2+1
4 1+C'2+O+C2+1 4
Ys-Y-Y
12.308-12.308
Oa(2+1
2 1+(2+p+(2+1
22a1
3 1aC2a0+C2+i
4 1aC2+0+f2+1
4 taC2«0+(2a1 4
Y-Y-Y
11.391-13.391
O+C2+1
2 1aC2+0+C2+1
22+1
3 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C3+O+C3+1 4
Y-Y-Y
13.396 - 14.68347.114"
1+C2«o+C2+1
2 1+C2+aC2+1
22+1
3 1+C2a0+C2+1a
1+C2+O+C2+14
1+C3+O+C3+1a
X-Y-Y
11.391-12297
1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+OaC2+1
22+1
22+1
3 1+C2+DaC2+1
3 1+C2+9+C2+14
4 1+C3+9+C3+1
1+C3+O+C3+1
4 1+C3+O+C3+1 4
4 1+C3+0•C3+1 4
Ya-Y-Y12298.15.5561+C2+O+C2+1
Custom
I i 391 - 12.016
1+C2+0+C2+1
2 1+C2+O+C2+1
2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+p+CHC3+1 4
Y-%-Y
12.017-13.397
1+C2+0*C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+p+1 4
Zu398
13.- 17.016
1+C2+0+C2+1
2 1+C2,0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+O+C3+1
4 1+C3+O+c3+1 4
Custom
11.391 - 13.397
1+C2+2+C2+1
2 i+C2+2+C2+1
2 1+C2+2+C2+1
3 t+C2+7+C2+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1 4
Y+-Y-Y
13.396 - 15.360
1+C2+1+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1 4
Y-Y-)S
15.361-19.641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1 4
Custom
11.391 - 13.397
1+C2+2+C2+1
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
2 1aC2+3+C2+1
3 1+C2+3+C2+1
3 1+p+3+p+1
3 1+p+0+C3+1
4 t+p+3,C9+1
4 1+p+3+C3+1
4 1+C3+3+p+1 4
4 1+C4+3+C4+1 4
Y-X-Y
13.398-1"10
Y-Y-%
19.111 •24-641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3,O+C3+1
4 1+C4+0+04+1
4 t+C4+0,04+1 4
Custom
17,641-19.307
1+C2+3+C2+1
1+C2+3+C2+1
t+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 2+C2+2+C2+
2 1+C2+3+C2+1
2 7+C2,3+C2+1
2 2+C2+2+C2a
3 1+C3+4+C3+1
3 1+C3a4+C3+1
3 2+C3+3+p+
4 I,C3+4+C3+1
4 1+C3+4+p+1
4 2+C3+3+C3
4 1+C4+4+C4+1 4
4 1+C4+4+C4+I 4
4 2+C4+3+C4+ 4
Y-%-Y
19.398-24.360
Y-Y-A
24.361-31.641
Y-M-Y
29.641-32.515
2+C2+3+C2+2
2 2.C2+3+C2+
2 2+C2+3+C2+2
3 2+pa4+C3+
4 2+C3+4+C9+
4 2+Ci4+4aC4+ 4
Y-Y-Y
32516-39.641
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2-C2+3+C2+2
3 2+C3+3+C3+2
4 2+C4+3+( l+
4 2+C4a3+C4+ 4
Custom
--39.641
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C + +2
+
4 2+C4+4+C4+
4 2+C4+4+C4+ 4
Anchor Group B
Anchor
L.p D
35-114'
Y-1rS-Ys
11.391 - 11.391
1+C2*0+C2+1
2 1*C2*0+C2+1
2 1+C2+0+C2ri
3 1+C2+0+C2+1
4 1aC2a0+C2*1
4 1+C2*0+C2+1
4 1+C2+0-C2+1
2 1+C2+0+(2+1
2 taC2ap+C2+
3 1+(2 1
4 1+C2+0+C2+1 4
i+C2+0+C2+1
4
38'
12.308 - 12.308
1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2-0+C2+1
4 1+C2+0+C2+1
2 1-C2+0+C2+1
2 NO.OrC51
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0aC2+1
4
1/+-Y-Y
11.391 - 13.397
1+C2+0+C2+1
2 1+C2+0+C3+1
2 1+C2+O+C2+1
3 1++O+C2+1
C2
4 1+C3+0+C3+1
4 1+p+0+C3+1
4 1+C2+0+C2✓1
2 1+C2+0+C2+1
2 1+C2+0+02+1
3 1+C2+0+C2+1
4 1+C2+0HC2+1 4
1+C3+0+C3+1
4
4S1f8'
Y-Y-Y
13.398-14.683
1+C240+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0,C2+1
4 1+L2+0+C2+1
4 i+C3+0+C3+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1 4
1+C3+0+C3+1
4
)'-Y-34
11
1+C2+O+C2+1
2 1+C2+O+C2+
'I.391-12.297
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 Iap+0+C3+1
4 1+C2+0+C2+1
2 1+C2+D+C2a1
2 1+C2+D+ 2+1
3 1+C2+0+C2+1
4 1+G3+0+C3+1 4
1+C3+Oap+1
4
47-314•
Y-Y-Y
12298-15.558
1+C2+0+C2+1
2 1+C2+0aC2+1
2 1+C2+O+C2+1
3 1+C2+O+C2+1
4 1+p+0+63+1
4 1+p+O+C3+1
4 1+C2+0+C2+1
2 1+C2+0+C2+t
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1 4
1+C3+0+C3+1
4
Custom
11.391-12.016
1+C2+O+C2+1
2 1+C2+0+C2+1
2 i+C2+O+C2+1
3 1+C3+0,+C3+1
4 1+p+0+C3+1
4 1+p+0+C3+1
4 1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 t+p+0+C3+1 4
1+0+0+p+1 4
1-C3+0+p+1
4
52-118•
Y-%-Y
112.017-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+4+p+1
4 1+C3+O+p+1 4
1+C3+D+C3+1
4 1+C2+D+C2+1
2 1+C2+0+C2+1 2
1+C2+D+C2+1
3 1+p+0+C3+1 4
1+p+0+C3+1 4
1+C3+0+p+1
4
9
Y Y- -Y
113.398.17.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+p+0+C3+1
4 1+C3+0+C3+1 4
1+C3+0+C3+1
4 1+C2+9+C2+1
2 1+C2+0+C2+1 2
1+C2+D+C2+1
3 i+C2+0+C2+1 4
1+C3+O+C3+1 4
1+C3+0+C3+1
4
Custom
11.391 - 13.397
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+ 2+1
3 1+C2+2+C2+1
4 1+C3+2+p+1 4
1+C3+2+C3+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1 2
1+C2+2+C2+1
3 1+C2+2+C2+1 4
1+p+2+C3+1 4
1+p+2+p+1
4
m 6T
Y-Y-Y
13.308 - 15.360
1+C2+2+C2+1
2 1+C2+2+C2+i
2 1+C2+2+C2+1
3 1+C2+2+C2,1 4
1+C3+2+C3+1 4
1+C3+2+C3a1
4 1+C2+i+C2+1
2 i+C2+1+C2+1 2
1+C2+1+C2+1
3 1+C2+1+C2+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1
4
Y-Y-Y
16.367-19.641
1+C2+paC2+1
2 1+C2+O+C2+i
2 1+C2+D+C2+1
3 1+C3+0+C3+1 4
1+p+0+C3+1 4
1+C4+0+C4+1
4 I+C2+D+C2+1
2 I+C2+D+C2+1 2
1+C2+O+C2+1
3 1+C3+O+C3+1 4
1+C3+O+C3+1 4
1+C4+O+G1rt
4
Custom
11.391 - 13.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1 4
1+p+3+C3+1 4
1+C3+3+C3+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1 2
HC2+3+C2+1 3
1+C3+3+C2+1 4
1+C3+3+p+1 4
1+C3+3+C3+1
4
75"
Y-Y-Y
13.398-19.110
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+0+3+pa1 4
1+p+3+C3+1 4
1+C4+3+C4+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1 2
1+C2+2+C2+1 3
1+C3+2+C3+1 4
I+C3+2+C3+1 4
1+C4+2+04+1
4
Y-Y-Y
19.111-24.641
1+C2-0+C2+1
2 1+C2+D+C2+1
2 1+p,O,C3+1
3 1+p+0+C3+1 4
1+C4+0+C4+1 4
1+C4a0+C4+1 4
0 1+C2+D+C2+1 2
1+C2+0+C2+1 2
1+C3+0+C3+1 3
1+C3+0+CS+1 4
I+C4+0+C4+1 4
1+C4+0+C4+1
4
Custom
17.641 - 19.397
t+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1 4
1+C3+4+C3+1 4
1+C4+ +1E3IIC24e+C&+P
+ +1 2
+C2+3+c2a1 2
1+C2+3+C2+1 3
1+C3+4+C3+1 4
1+C3+4+p+1 4
1+C4+4+C4+1
4
98'
Y.-Y-Y
19.398-24.350
1+C2+3+C2a1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 tail+4+p+1 4
1+C3+4+C3+1 4
1+CR4+C4+1E+Cb+1
4
1+C2+?SC2tii 2
tr 3+(2+1 3
1+C3+3rp+1 4
1+p+3+p+1 4
i+C4+3+Cq+i
4
h-h-3i
24.361-31.e41
2+C2+2+C2+2 2
2+C2+3+C2a
2 2+C2+3+C2.2
3 2+C3+3+p+ 4
2ap+3+p+ 4
2*C4+ +
+ +12.
1+C2+2*C2A 2
+C2+2+C2+1 3
1+C3+2,C3+1 4
1+C3+2+C3+/ 4
1+C4+2+C4+1
4
-
29.841 -32515
*(2«3+C2+2
2 2+C2+3+C2+
2 2+C2+4+C2+2
3 2+C3+4+C3+2 4
2+C3+4+C3+ 4
2+C4+4+04+
Q
2+C2+?*.V. 2
2+Cjj+3+C2+ 3
2+C3+4+C3+2 4
2+C3+4+C3+
+
4
120'
32.516-39.641
+C2+3+C2+2
2 2+C2+3+C2+
2 2 CN3«(2*2
3 2+p+4+C3+ 4
2+C4+4+C4+ 4
2+ 4+(5*
+2+ +2 2
+C2+�C2�2 2
•C2+3+C2+ 3
2+C3+3+p+ 4
4
2+C4+3+C4+140'
2*C4+3+C4+Y-Yx
-39.641
2*C2+3+(2+2
2 2+C2+3a(2+
2 2+C2+4+C2+2
3 2+C3+4+C3+ 4
2+C4+4+C4a7 4
2+C5+4+C,5+
,3+[2+2 2
2aC2.3+C2+2 2
2+C2a3.(2* 3
2.C3+1+c1+ 4
2+C4+4aC4+ 4+
+
4
NOTES: stt I At1Lt 1n t-UH UtSIGN
1) FRAME DIMENSIONS ARE BUCK WIDTH AND41UCK `1FJW {SEE SFi=E S :k4i to • • • •
1 GLASS TYPES 10.12 & 1416 -MIN. SASH SIZE = WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEGTS 68. • •
MAY NOT BE USEC WITH 2 2) FOR SIZES NOT SHOWN. ROUND UP TO Ter NEXT AWILABLE YyOTF:OR 4GHT DIMENCON S$OV4 ON THE TABLE.
J-CHANNEL OR INTEGRAL 3) SEE SHEET 9 FOR A GUIDE TO USING THESOTABLESs • • • • • • •
• FIN FRANES 4)-1/41/2-114' AND'1/St/'J-113- INDICATE TFR T TRIOSE /1RNDARDEAS• CON&MURATIONS FALL YWTHW THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THRr NO STANDARD SASI•COe1FI(311RA71ONS FAbL WITHIN THE RANGE.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT REVISED
Bu•s ildeomPing CoyindelvA" the Florida
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17-0411.08
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Glass Types
Anchor Quantities for XOX Vlfindows
14 - 18
Sash
Sash
24- Height
30- Height
36' Flelght
48- Fie'ght
54" Hei9N
83' HeIpM
24- Height
30' Height
3e Height
4W Height
54 Height
63- Height
Runt Level
R4
Contpwa0on
Width
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Head & Sill
S Head 8 Sill
E Head & SA
a
E Head & 810
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Head & SI9
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E HOW & Slll
n
Head & Bill
o
Head & SIII
Head & Sil
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Head & Si8 E
Anchor Group A
Anchor Group C
35-i14'
36-
45-1/6'
47�4'
62-1/9'
S
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75"
96"
tom„
140'
Y.-Y.-Y.
11.391-11.301
Not Allowed
1+C2+0+C2+1
2 1+C2+0+C2+1
2 I-C2+D+C2+1
3 4+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Y-Y-Y.
12.308-12.30a
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2-0+C2+1
3 1+C2+0+C2*1
4 1+C2+0+C2+1
4 1+C3+D+C3+1 4
Y-34-}�
11.391-13.397
1+C2+O+C2+1
2 1+C2r0+C2+1
2 1+C2+O+C2+1
3 irC3+0+C3+1
4 taC3+0+C3+1
4 1+C4+0+C4a1 4
Ye-Y-Y
13.398-14.883
1+C2+0+C2+1
2 t+C2+0+C2+1
2 1+C2+0+C2+t
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+p+0+C3.1 4
Y-)'-
11.391-12.297
1+C2+0+C2+1
2 i+C2a0+C2+1
2 I+C2+0+C2+1
3 1+C3.0+C3+1
4 1+p+0+C3+1
4 1+C4+0+C4+1 4
-Y-Y.
12298 - 15.558
1+C2+0-C2+1
2 1+C2+O+C2+1
2 1+C2+O+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+p+0+p+1 4
Otstom
11.391.12.018
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C3+0+C9+1
3 1+C3+0tC3+1
4 1+C4+0+C4+1
4 1+C4+D+C4+1 4
Y-Yi-Y
12-LI - 13,397
1+C2+0rC2+1
2 1+C2+0+C2+1
2 1+p+0+p+1
3 1+C3+D+C3+1
4 1+C4+O+C4+1
4 1+C4+0+C4+1 4
13.398-17.018
i+C2+0+C2+1
2 1+C2+0+C2+1
2 1+p+0+C3+1
3 1+C3+0+C3+1
4 1+C4+O+C4+1
4 t+C4+o+C4+1 4
Q:atom
11.391-13.307
1+C2+2+C2+1
1+C2+1+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 11+C2+2+C2+1
3 t+p+2+C3+1
I 1+C3+2+p+t
4 1 1+C3+2+C3+1
4 1+C9+2+C3+1
4 t+C4+2+C4+1 4
4 1+04+2+C4+1 4
Y-%-Y
13.398.15+360
Y-Y-%
15.361 - 19.641
i+C2+0+C2+t
2 1+C2r0+C2+1
2 1+p+0+C3+1
3 1+C4r0,sC4+1
4 i+C4+0+04*1
4 I+CS+O+C5+1 4
Oust=
11.391 - 13.397
1+C2+2+C2+1
1+C2a2+C2+1
1+C2+D+C2+1
2 1.C2+3+C2+1
2 1+C2+2+C2+1
2 1+p+0+C3+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C3+D+C3+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C4+0+C4+1
4 i+C4+3+C4+1
4 1+C4+3+C4+1
4 1+CS+O+C5+1
4 1+C4r3r124+1 4
4 1.C4+3+C4+1 4
4 1+C5+O+C5+1 4
Y-Y-Y
1&398-19.110
Y-Y-Y
19.111.24.641
Custom
17.641 - 19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 4+C3+4+C3+1
4 1+C4+4+C1+1
4 1+04+4+C4+1 4
Y-%-Y.
19.398-24.360
1+C2+3+C2+1
t+C2+2+C2+1
2 1+C2+3+C2+1
2 2+C2+2+C2+
2 1+C2+3+C2+1
2 2+C2+2+C2a
3 1+C4+4+C4+1
3 2+C4+3+C4+
4 1-C4+4+C4+1
4 2+C4+3aC4r
4 1+C4+3+C4+1 4
4 1+C4-2+C4+1 4
1
-Y-i
24.131.ea1
38-
Y-Y-Y
29.641 - 32.615
2+C2+3+C2+2
12.C2+3+C2.2
2 2+C2+3+C2+2
2 2+C2+3+C2+
3 2+CA+NCA+
4 2+0/+4+C4+
4 2+C4-3+C4+ 4
Ya-X-Y
32516. 39,541
2+C2+2+C2+
2 2+C2+3+C2+2
2 2+C2+3+C2+
3 2+CA+3+C4+
4 2+C4+3+C4+
4 2+04+3+C4+ 4
Qlatom
..-39.647
2 2+C2+3+C2+2
2 2+C2+3+C2+
3 2-C4+4+CA+
4 2+C4+4+C4+
4 2+C4+3+C4+ 4
Anchor Group B
Anchor Group D
35-V4"
Y-%-Ya
11.391.11.391
1+C2+0+C2r1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2a0+C2+i
4 1+C2+0+C2+1
4 taC2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1aC2+0+C2+1
4 1+C2+D+C2+1
4 t+C2+0+C2+1 4
38"
Y-Y %
12308-12.308
1+C2+0+C2+1
2 1+C2-O+C2+1
2 irC2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 t+C3+0+p+1
4 1+C2+O+C2+1
2 t+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2a0+C2+1
4 1+C3+O+C3+1 4
Y-14-Y
11.391 .13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 I+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+O+C3+7
4 1+04+0+C4+1
4 t+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C3+Orp+1
4 1+C3+0+C3+1
4 1+C4+O+C4+1 4
45.118'
Y.-Y.-Y.
1339e - 14.683
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2-0+C2+1
3 1+p+0+C3+1
4 1+C3+O+C3+1
4 1+p+0+p+1
4 1+C2+O+C2+1
2 1+C2+C+C2+1
2 1+C2+O+C2a1
3 1+C3+O+C3+1
4 1 C3+0+p+1
4 1+C3+0+C3+1 4
Y-36-Y
11.391-12297
1+C2+D+C2+1
2 t+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3a1
4 4+C3+0+C3+1
4 1+04+0+C4+1 4
1+C2+0+C2+1
2 1+C2+C+C2+1
2 1+C2+O+C2+1
3 t+C3+0+C3+1
4 1+C3+0+p+1
4 taG+0+C4+1 4
47-314'
Y-Y-Yi
12298-15.558
1+C2+0+C2+1
2 1+(x+p+C2+1
2 taC2+0aC2+1
3 1+p+0+C3+1
4 1*p+O•C3+1
4 1+C3+0+C3r1 4
taC2+0+C2+1
2 I+C2+0+C2+1
2 1+C2+0*C2a1
3 1+C3+0+C3+1
4 1*C3+O+p+1
4 1+C3+0*C3*1 4
0.tom
11.391-12.016
i+C2+0+C2+1
2 1+C2+0+C2+1
2 1<3+0+p+1
3 1+p+D+p+1
4 1+C4+0aC4+1
4 1+C4+0+C4+1
4 1+C2+0+C2*1
2 taC2+0+C2+1
2 1+C3+O+p+1
3 1+C3+O+C3+1
4 1+C4+0+C4+1
4 1+C4 G+C4+1 4
52-1/8'
Y-y,%
I2017-13.307
1+C2+O+C2+1
2 1+C2+D+C2+1
2 1+C3+0+p+1
3 1+C3+D+C3+1
4 1+C4+0+C4+1
4 1+C4+o+C4+1 4
f+C2+o+C2+1
2 1+C2+0+C2+1
2 1+C3+0+p+1
3 1+C3+0+C3+1
4 1+C4+0+C4+1
4 1+CA+0+C4+1 4
tl
Y-Y-%
13.398.17 018
1+C2+0+C2+1
2 I+C2+DaC2+1
2 1+C3+O+p+1
3 t+p+0+C3+1
4 1+C4+0+C4+1
4 1+C4+O+C4+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+O+C3+1
3 1+C3+0+C3+1
4 t+C4+0+C4+1
4 1+C4+0+C4+1 4
Custom
11.391.13.397
1+C2+2+C2+1
2 1+C2+2+C2+1
2 t+C2+2+C2+1
3 1+p+2+C3+1
4 t+p+2+p+1
! 1+C4+2+C4+1 4
1+C2+2*C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1 3
1+C3+2+C3+t 4
1+C3+2+p+1
4 1+C4+2+C4+1 4
m 6P
Y-M-Y
13.396. 15.3W
I+C2+2-C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 1+C3+2+p+1
4 1+C4a2+C4+1 4
1+C2a1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C3+1+C3+1 4
1+C3+1+C3+1
4 1+C4+1+C4+1 4
'6
Y-Ya-Y
15.361-19.641
t+C2+0+C2+1
2 1+C2+O.C2+1
2 1+p+0+pr1
3 1+G+O+C4+t
4 1+C4+0+C4+1
4 1+C5r0+C5+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+o+p+1 3
1+C4+0+C4+1
4 1+C4+0+C4+1
4 1+C5+0+CS+1 4
Custom
11.391-13.397
1+C2+3*C2+1
2 1+C2+3•C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
4 1+C4+3+C4+1
4 1+C4+3+C4+1 4
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1 3
1+C3+3+C3+1 4
1+04+3+C4+1
4 1+C4+3+C4+1 4
76"
Y-34-Y
13.398.19.110
1+C2+2+C2+1
2 t+C2+3+C2+1
2 1+C2-3+C2+1
3 1+C3+3+C3+1
4 1+C4+3+C4+1
4 1+C4+3+Ci4+1 4
1+C2+2+C2+1
2 I+C2+2+C2+1
2 1+C2+2+C2+1 3
1+C3+2+C3+1 4
1+C4+2+C4+1
4 1+C4+2+C4+1 4
Y-Y-Y
19,111.24.641
1+C2+O+C2+1
2 1+p+0+C3+1
2 1+C3-D+C3+1
3 1+C4+0+C4+1
4 1+CS+O+C5+1
4 1+C5•0+CS+t 4
1+C2+0+C2+1
2 t+C3+0.C3+1
2 1+C3+0•C3+1 3
1+C4+0+C4+1 4
1+C5+0•C8+1 4
1+CS+O+C5+1 4
Custom
17,641-19.397
1+C2+3+C2+1
2 1*C2*3+C2r1
2 1+C2+4+C2+1
3 1+C3+4+p+1
4 1+04+4+C4+1
4 1+C4+4+ +1 4
1+C2+3+C2+1
2 1+C2-3+C2+1
2 1+C2+3+C2+1 3
1+C3+4V411++C4+4+C4+1+4+C4+1
4
1+C4+3+C4+1 4
19.398.24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+04+4+C4+t
4 7+C4+4+C4+1 4
1+CAa3+C4+1 4
ytC2 1 Z
+r2+ C2+
2 1 +3+C2+1 3
1+C4+34+3+C4+1
1 4Ye-%-%
24.361-31.641
+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
3 2+C4r3+C4+
4 2+Cµ3+C4+ 4
1+ 2+C4a1 4
IWC2+24CA1 E
1aW+3•C2#
2 +C2+2+C2+1 3
1+C4+2+2+C4+11
4120'
Y-+Y-Y
29.641-32.515
+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+4+C2r2
3 2+C4+4+C4+
4 2+C4+4+C4+ 4
2+C4+4+W+ 4
VC2
2+ r
2 2 +3+C2+ 3
2+C4+4+4+C4+
4Y-Y-Y
W2+C4+3+G4+
32.516-39.641
+C2+3+C2+2
2 2+C2+3+C2+2
2 2*C2+3+C2+2
3 2+C4+4+C4+
4 2+C4+4+C4a 4
C4*
l4C2+2RY+
2 +.+;C2�
2 +3+C2+ 3
2+C4+34+3+C4+
414X
Custom
--39.641
+C2+3+C2+2
2 2+C2+3+1�+
2 2+C2+4+C2+2
3 2+C4+4+C4+
4 2+C4+4+C4. 4
2+C4+3rCA+2 4
2+C2+3rC2+
2 2+C2+3+C2+2
2 2+C2+3+C2+ 3
2+C4+4+4+CA+
4
NOTES: SEE TABLE 16 FOR DESIGN PRESSURE
1 FRAME DIMENSIONS ARE flaUCK YNy(1 7�I AND BUCK HEIGHT SEE SHEETS 3-4).
WINDOW WIDTH - 60.72 ASH SIZE IS AS PER THEJIG SHEETS • 000 see e
GLASS TYPES 10-121 1416 " MIN. SASH SIZE = 2) FOR SIZES NOT SHOWN•RO�ND U�TO THE XT VAILItLE WIDTH Cat HEIQiT DIMENSION SHOWN ON THE TABLE.
MAY NOT BE USED WITH 2 3) SEE SHEET 9 FOft A GUIDID I O USI)P THW • •
J-CHANNEL OR INTEGRAL 4)-1/4-172-1/4' AND-1/3-113a'I/.iYNDIC♦TrF THAT TyOSJ ST4&111)% SH FI ONS FALL WITHIN THE SASH WIDTH RANGE
e FIN FRAMES I IN THE ADJACENT COLUMN. ArCUSTOIAr INDICATESJHAT N%STANDAHD WH CCIlRATIONS FALL WITHIN THE RANGE.
••• • • • • ••• • •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
PRODUCT REVISED
as complying with
Building Code
the Florida
NGA-No.
17-0411.08
Expiration Date 09/2412020
By
/
Mle-
roduct Control
m ADDED NOTE TO ANCHOR
QTY. TABLES.
LO
Y
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. ()10 LYN7y7'''
....ICEN
Q�.•'� V SF'-. ����
No. 511705
,S�ONALi�' ON'
A LYNN MILLER. P-F
P.E.A158705
TI ABLE 28:
Bill of Material
#
Part#
Description
Material
1
62D121
Frame Head, SIN and Jambr - J-Channel
PVC
2
620122
Frame Head, Sill and Jambs - Flange
PVC
3
520123
Frame Head, Sill and Jambs - Fin
PVC
4
620124
Frame Head, Sill and Jambs - Equal Leg
PVC
13
620172
Anti -Lift Insert / Trim Co%er
PVC
14
620131
Fixed Meeting Rail
PVC
15
620158
ITrack Insert
6063 T6 At
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
1T
620166
Monorail
6063 TB AI
19
620156
Pull Rail Interlock
6W3 T6 AI
20
620144
Pull Rail Interlock Cow:r
PVC
21
620150
Light Sash Reinforcement
6083 T6 At
22
620151
Standard Sash Reinforcement
6063 T6 At
23
620152
HD Sash Reinforcement
6063 T6 AI
24
620153
Standard Meeting Rail Reinforcement
600516 AI
25
820154
HD Meeting Rail Reinforcement
6005 T5 AI
26
e20155
H.D. Horiz. Roller Meeting Rail Reinforcement
6005 T5 Al
27
71OXI 14PPA
#10 x 1.114" PH. PH SDS (Monorail Screw)
410 SS
28
6 6644
Weatherstrip, .187' x .270" Fin Pie
29
61710
Weatherstrip, .187' X .220" Poly Pie
30
#8 x 1' Ph. PH SIDS (Interfock Mounting Screw)
410 SS
31
78X312PPA
#8 x 3-112' Ph. PH SMS (Fixed Meeting Rail Screw)
410 SS
32
71669SP
Meeting Rae Screw Support Plate
W63 T5 AI
33
720210
Weep Hole Cower
PVC
34
720187
k1staGetion Screw Hole Plug
PVC
37
720197
Auto Lock
C Steel
38
720199
Sweep Lock
Cast Zinc
39
1 720198
Auto Lock Corer Assembly
Cast Zinc
40
#e x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw)
SS
41
720200
Auto and Sweep Lock Keeper
Cast Zinc
42
76X34PPA
#6 x 3/4" PH. PH SDS (Keeper Screw)
SS
43
7612FPTX
#6 x 1/2" FPH Tek (Reinforcement Screw)
SS
44
Leadstile Top Comer Key
Nylon
45
Leadstile Bottom Comer Key
Nylon
48
Lockatile Top Comer Key
Nylon
47
Lockstile Bottom Comer Key
Nylon
48 1
720204 lWheel
Nylon
72
620135
Lami. I.G. Bead
PVC
74
Backbeddng, GE 770D or Dow 791
Silicone
75
71684/5
Setting Block (7/8' x 2' x 1/8"� 85 +/- 5 dum.
EPDM
80
61011
RD14ormed Screen
Alum
81
61012
Extruded Screen Frame
Alum
82
Extruded Screen Spreader Bar
Alum
83
47042W
Screen Comer Key with Pull Ring
PVC
84
47D41W/CKGLB
Screen Comer Key No Pull Ring
PVC
BS
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87
61635/61614
.140" Screen Spline (Machine/Hand Rolled)
Vinyl
NOTES,
1) ITEMS # 5-12, 18. 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
3.500
�Fr .062"
�I
��rrrr 2.445'
]0U
.625' �HFAD
1.375ro
LL
3.500'
- .062"
FLANGE FRAME
O2 HEAD, SILL &
JAMBS
87Y
630
065 0 ___ o
13 ANTI -LIFT WSERT 14 FIXED
& TRIM COVER MEETING RAIL
2.445'
-1
1.641" -►{
' 1.43T
1.020' 1.375"
.060" --+-� +-
�{ 1.000° F�
15 TRSERTACK 16 SASH RAIL
IN
2.445' I--JV�--� 2.445'
,^q�EQUAL LEG FRAME
HEAD, SILL &
JAMBS
.590" h+-
�..050'
t9LIFT RAIL
INTERLOCK
O LIFT RAIL
INTERLOCK COVER
moo" j'-�
�rj_tL
.300" ft
.,75
.750'
�
� .764"
I� .070" �- I
- 1
.715'
,J 1.100"
I
715'
.025--►I'�--�
A35"-"}-'F-�
� I
�i 1.185
T}
.060" I
72 LAMI IG
ROLLED
60
EXTRUDED
81
LIGHTSASH
27
STANDARD
22
BEADING
SCREEN FRAME
SLYiEEN FRAME
REINFORCEMENT
REINFORCEMENT
1.184' r-
1.070, -+II•-
---11.182' �-
.070'
-�I .070"
L
.791"
1.036°
1.041
.810" J
.150"
1
-y'1 1.331^ Ill+ _
.130"
�LI 1.340"
HD SASH
STANDARD
24 MEETING RAIL
HD
ORAL MEETING
REINFORCEMENT
REINFORCEMENT
REINFORCEMENT
1.182"
( �}J 094"
---{ F-- .280"
1.041'
L .164"
79" .074•
-�• 1.340" i- -
eCEN
p0 S �•' 2/7�
DRIVE
• •
TE
%N '•- F2pR •' rA
107D TECHNOLOGY
N. WWJCE, FLi4275
�•
'rO � NAC�a y
s
caPrl•artornreTn.a+c muerwEs
•
•
• •A. i%14N kAtldk, P.E.• • •
Au
(tRT. CIP
• P.E.# 9{705 •
t "
••• • • • • ••• • •
••• • • • ••• • •
HD H R MEETING PRODUC
T
�9REVISED
26 RAIL 17 MONORAIL as .., eply rgewith the Florida
REINFORCEMENT Lod
NOA-No. 97-0411.08
dam By; Orte: Feww-- Expiration Date 9/24/2020
JR 03/27/17 1 NO-NGESTHIS--. By
Miam �,--t--ntrol
,bedBY Dob: WHaion:
WINDOW EXTRUSIONS & BOM I J ROSOWSKI
HORIZONTAL ROLLER - LM 05/15/15
rni�a/A/odsk s"" SMh Orarip No. RW:
HR-5510 NTS 17 OF 18 MD-HR5510-01 1 B
MITERED FRAME WF H
INTERIOR AND EXTERIOR
FRAME WELDS
SASH
ASSEMBLY
DETAILS
EXTERIOR
C?
ATTACHED TO
SASH RAIL
ATTACHED TO_ /
r.30 FRAMEJAMB
1s
37
a0
39J
T. TO LOCK
ATTACHED TO
FRAMEJAMB
CPT. SWEEP LOCK
Egress Lock Bill of Material
A
Part#
Dewription
Material
100
7MC7024
Multi -Point Lock Opwdor
Cast 3nc
101
73340
Operator mounting Plate
Steel
102
72015
Multipoint Lock Keeper
Ahminum
1D3
720214
Multipoint Lock Guide
Nylon
104
220217.221
Tie Bar (Length Varies)
Stainiass Steel
105
71024X12HFX
#10 x 1/2" HH MS
Stainless Steel
108
78X1FPAX
#8 z 1" Ph. FH SMS
Stainlwa Steel
107
78X75FPTX
x 34' Ph. FH SDS
Steinke" Stsal
EGRESSLOCK
DETAILS
(NOT TO SCALE
PRODUCT REVISED
ith the Florida
aCmglG=
iw
NOA-No. 17.0471.08
Expiration Date 09/24t202O
By
Mlam ad ro•uct control
?ff(ID
ATTACHEDTO
FRAME JAMB
1070 TECHNOLOGY DRIVE
• cl� v
i MITERED FRAME WITH v
INTERIOR AND EXTERIOR 100
FRAME WELDS
N. VENICE, FL 34275
(941)-.480_1600
CERT. OF Al1TH. j29296
SCREEN ;: •
ASSEMBLY = •
DETAILS I
33 , '
•
e3 OR 84
EXTERIOR FRAME
ASSEMBLY
NOTES: DETAILS •
1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY..;
2)J-CHANNEL FRAME SHOWN,PART#1.OTHERFRAME TYPESAPPLY. • ..
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS t.8. •
j' t 11II lIl
: : : ••
• • • •
• • • •
• • • • • •
• ••
j • • •
• • • • :
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i
MIAMDIADE MIAMI—DADE COUNTY, FLORIDA
7= PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.`v/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, 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 and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their�ti?ASiction.
RER reserves the right to revoke this acceptance, if it is determined by Miarr;—Dade Couniy'Product'%*
Control Section that this product or material fails to meet the requirements of the applie ��je builai V eesde.
This product is approved as described herein, and has been designed to comply vy�b.* Florida Building.
' 1'rIQw 1 i 1 1 1 1 1 i 1 i . 1I
iT f 7 ♦-1ree� ��ii� T =w.� i R�j�w>- �ti11/11'�1��_
1��_��l�ll� �1•lU�.,.rag,Av�t 1.
••••
•
through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by u"vfacturer, signed and ••
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Corltrof Revision stamp with
at ....:.
the Notice of Acceptance number and expiration date by the Miami -Dade County PfoduControT rec ion. • • • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 16-0126.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P. E.
N A o. 17-0 04.0
/Ir7Expiration Da eJanu ,Approval Date: December 14, 2017
( Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 13-0815.03)
2. Drawing No. MD-5551, titled "Vinyl French Door and SLT/TR", sheets I through 12
of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94 •
6) Cyclic Wind Pressure Loading per FBC, 1452t73 94 •
along with marked -up drawings and installation diagram of a Se6es•FD-557VM-
2770 PVC doable entrance outswing doors, prepared by Fenesntitftf Testing •
Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, sign* $•and s6lad by
Idalmis Ortega, P.E. ...... •. •
(Submitted under previous NOA No. 16-0126.04)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • • ; • ; •
2) Uniform Static Air Pressure Test, Loading &r FBA, TAS"(2-94
3) Water Resistance Test, per FBC, TAS 20241. • •; 000 •
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-9%. •. •
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC double entrance outswing doors, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by
Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
Manuel Peni P.E.
Product Contr i Ext04.05
iner
NOA No: 17-
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E - I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTLNUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an outswing PVC French
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370,
dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an outswing Rigid PVC
French door, prepared by Fenestration Testing Laboratory, Inc, Test RepogNo..
... ......
FTL-7371, dated 05/25/ 13, signed and sealed by Jorge A. Nay&. ]t., V.E. •
(Submitted under NOA No. 13-0815.03) • • • • • •
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • •
2) Uniform Static Air Pressure Test, Loading per 1"BC TAS 202,94 •
3) Water Resistance Test, per FBC, TAS 202-2: : : • . . g • ; • • -
along with marked -up drawings and installation diagram of a' PVC fhte4'window......
prepared by Fenestration Testing Laboratory, Inc., Test Repop#,Fc+;FTL-7338, dated .
05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. • • • • • •
(Submitted under NOA No. 13-0815.03) ; : • • • •:
7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TA&2Q2-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Rigid PVC fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 15-0409.03)
2. Glazing complies with ASTM E1300-09
Manuel Perez
Product Control Ex mine
NOA No. 17- .05
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18
3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their
"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,
expiring on 09/3. 0/19. •
. . .........
(Submitted under NOA No.15-0409.03) •
4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrwsio s.LimileoVfor their...:.
"Brown Coated (Painted or Laminated) White Rigid PVC •Exterior Extrusion;....
for Windows and Doors", dated 11/06/14, expiring on 09/304 "'. '
(Submitted under NOA No. 15-0409.03) ... • • 0 • • , •
5. Notice of Acceptance No. 13-1121.01 issued to Vision EXtrusfwO Limited'fdr them.....
series "VE 2000 Tan 202 and lighter shades (Non —Whitt) 4 id Cellular PVC • •
Exterior Extrusions for Windows and Doors" dated 01/23/1*4, expiring 1 n"01423/19.0000
(Submitted under NOA No. 15-0409.03) • • • • • •
.. . ..
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limfttt far their
series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors"
dated 01/23/14, expiring on 01/23/19.
(Submitted under NOA No. 15-0409.03)
7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for
Windows and Doors" dated 12/29/11, expiring on 12/29/16.
(Submitted under previous NOA No. 15-0409.03)
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU -in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen Pass, ASTM E 2190 I.G. Durability -No Fog -Pass.
(Submitted under NOA No. 13-0815.03)
9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -
in/ hr.-fk2-OF, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass,
ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20'F
in 48 hrs.
(Submitted under NOA No. 13-0815.03)
Manuel ere P.E.
Product Contr l Ex iner
NOA N& 504.05
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No.13-0815.03)
11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program.
(Submitted under NOA No. 13-0815.03)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6'
Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/28/17, ijsue4 by n jYjjtactureri,,,,
signed and sealed by Anthony Lynn Miller, P.E. ' '0 0 0•
3. Laboratory compliance letter for Test Reports No. FTL-7370; VT1r737;,0P1T-7335 • • •: •
and FTL-7339, all issued by Fenestration Testing Laboratory, W.0 •dated 05/23/13 an4.... ;
• .. • . . • •
05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. • • • • • •
.000 • •...•
...... .. . (Submitted under NOA No. 13-0815.03) • •
.....
.. .. •• • ...
G. OTHERS 0 •' • •
1. Notice of Acceptance No. 16-0126.04, issued to PGT Industries, Inc. fo?alaoloSerieto"'
"FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Tr�iin; L.N .L. approve j• • • •
on 05/05/16 and expiring on 01/23/19. ' '
7, W, iz m, a 4 e, C- -'Aa --1-1
Manuel Per z, P. .
Product Control E. am' er
NOA No. 17-0504.05
Expiration Date: January 23, 2019
Approval Date: December 14, 2017
E - 4
SERIES FD-5555,
IMPACT -RESISTANT VINYL REINFORCED, OUTSWING
FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR)
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS (CMWS) OF
NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1r2- THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN.
PER ASTM C1107, (DONE BY OTHERS). MAX. 114" SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH
OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD.
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
7) MAX. 114' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM.
8) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS
PER ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO ,
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
(INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE.
10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA. INC. O R VISION
EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
12) REFERENCES:
TEST REPORTS: FTL-7339, 7371, 8715. 8716 & 8717
NOA'S: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOAS, ENERGI FENESTRATION SOLUTIONS USA INC. OR
VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND
BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA
13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES.
Material
Min. Fr
Min. F.
Steal Screw
92 ksi
120 ksi
188 Screw
80 ksi
95 ksi
410 Soar
90 ksi
110 ksi
Eko Aggre-Gato1®
57 ksi
96 ksi
Elco UkraCorr6
155 ksi
177 ksi
410 SS Elco Ctele%AD
127.4 ksl
189 7 ksi
BOBiTS Alurtdrrum
16 ksi
22 ksi
A36 Steel
38 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
GUIDE TO SHEETS:
GENERAL NOTES ........................... 1
ELEVATIONS ...................................
2
GLAZING DETAILS ..........................
3
DESIGN PRESSURES... ..................
4-5
ANCHORS ........................................
4-6
INSTALLATION ................................
7-9
EXTRUSION PROFILES ..................
10
PARTS LIST .....................................
11-12
CORNER DETAILS ..........................
11
HARDWARE DETAILS .....................
12
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 4 & 5 I MISSILE IMPACT RESISTANCE
Group
Anchor
Substrate
Min. Edge
Diatanc•
Min.
Embedment
A
3119' Elco Ultracon
U ngroulled CMU, (ASTM C-90)
1"
1-114'
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4"
#10 Steel SMS (435)
#10 410 S.S. SMS
#10 1" S.S. SMS
P.T. Southem Pine (SG=0.55)
1/2"
13/8"
Aluminum, 6063-TS'
5(16"
0.063'
Steel, A36'
5/16'
0.063'
Steel Stud, A653 Gr. 33'
5/16'
0.063'
B
3/16" Elco Ultracon
P.T. Southern Pine (SG=0.55)
1/2'
13/8"
Grouted CMU, (ASTM C-90)
2-1/2'
2-1/4"
Concrete (min. 2.85 ksi)
1"
1-3/8"
1/4" Elco lHtracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
#12 Steel SMS (435)
#12 410 S.S. SMS
#12 18-8 S.S. SMS
P.T. Southern Pine (SG=0.55)
9/16"
13/8"
Aluminum, 6063T5'
3/6'
0.071"
Steel, A36'
3/8"
0.071'
Steel Stud, A653 Gr. 33'
3/0"
0.071" (14 Go)
C
1/4" Elco Ultracon
P.T. Southern Pine (SG=0.55)
1'
13/8"
Grouted CMU. (ASTM C-90)
2-1/2"
1314"
Concrete (min. 2.85 ksi)
1"
13/8"
114" Elco 410 S.S. CreteFlex
Concrete (min. 3.35 kei)
1"
13/4"
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4"
114" Elco 18-8 S.S. Aggre-Gator
P.T. Southem Pine (SG=0.55)
1'
13/8"
Concrete (min. 3.27 ka:)
1-1/2'
13/8"
D
" Elco racon
to m'
1
..........nc IUIc I auw I r...I c.
Type
ii
Description
Whom Used:
1
1-W16" Lanni. IG (1/8" T - 11/16" Air- 1/8' ANN - .090' PVB - 1/8' ANN)
Door
2
1J/16' Lami- IG (3/16' T - 5/8' Air - 1/8" ANN - .090" PVB - 118" ANN)
Door
3
1-W16" Lami. IG (i/8' T - 9/16' Air - 3/16" ANN - .D90' SG - 3/16' ANN)
Sidektow7ransom
4
1-3/16" Lami. IG (3/16' T - 1/2" Air - 3/16' ANN - .090' SG - 3/16' ANN)
Sidetita/Transom
5
13/18' Lam:. IG (1/8' T - 9/16' Air - 3/16" ANN - .090' PVB - 3/16" ANN)
Sidelite7rmnsom
8
13/18" Lern IG (3/16' T - 1/2' Air - 3/16" ANN - .090' PVB - 3/16" ANN)
Sldelita/Transom
7
7116' Lami. (3/1(' ANN -.090' PVB - 3/16" ANN)
DoodS:delite/Transom
'AIItI = "BALED • • • • • •
T = TEMPERED • • • `• • • •
YVB" = .090"qRDSIIKx® A/B IMTERLAVER eY KURARAY AMERICA, INC.
"SS"�.0wO-jN1:YG: S2IN R:ME`BYKIRARAYAMERICA,INC.
EBE SHBEi3FOR 9P&CER 41FORA'ATIQN. • •
CODES / STANDARDS USED:
-2017 FLORIDA BUILDINCOD F • C), 6TH EDITION
•2014 FLORIDA BUILD�IG�Ox�C), 5THJAITIONR
• • • •
-ASTM E1300-09 • • • !•
• • •
• • •
•ANSUAF&PA NOS-20156OR WQPD aiiNSTFRI+C*rION •
•ALUMINUM DESIGN MANNAL, AOW2015 • • •
•AISI S100-12 • • •
• • •
• • • •
• •
•AISC 360.10
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
R
PRODUCT REVISED
ax crreploris with tee i wku
Building Cods
Aceeptaece Na I 05� _rf
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F.q retiun � _l
C) UPDATED TO FBC 2017.
15.1
ADDED SPACER DWGS.,
REVISED #22 - JR - 04/10/17
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* No.58705
Crz
. T'•,
tE?
A. LYNN MILLER, P.E.
P.E.# 5B705
EXAMPLE CONFIGURATIONS
40'
40' +{I I�•.- -�{I MAX.
MAX.
6' 311314'8.7 I 76' MAX. �-{ TAX. � MAX 1' MULL —�if�— MAX
—�I 1"MULL I
MAX. SLAB (38. MAX.X. 'il I -+i
WIDTH
/ 3-71WHEIGHT
HEIGHT
MAX. SLAB (ALL DOOR
HEIGHT CONFIGS.)
Li
TYP. DOOR SLAB X XX OIX (SHOWN) OR XIO ONO
(WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE
3 SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)
30.8 FT' MAX 30.8 FT' MAX. 40. MAX.
DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM HORIZONTAL )MAX-
TABLEA8 8 9, SHEET 5 TABLE 8 8 9, SHEET 5 MULLION
LENGTH
qp• -�-{ 40' -�{I
MUTyp
LL (X2) MAX.MAX-
TYP.9MAX.• 10MAX.� MAX' I'MULL
DLO DLO yI
1
111' MAXMAX A
1' MULL
HEIGHT / HEIGHT /
OR WIDTH OR WIDTH
96' MAX.
VERTICAL
MULLION
LENGTH
OIXXIO SINGLE O SINGLE O • • • • • i 02D LL I F 2 • \
(WIDE STILES AND WIDE (WIDE STILES AND WIDE (HARROW STILESAND NAYIROW • MWLhED�61DE T�
RAILS SHOWN ON SIOEUTES) RAILS SHOWN ON SIDELRES) RAILS SHOWN ON SIDELITZS) IWIJE SnLER AI&%ARROVt O/O WITH O/X WITH
Nores: • • • • StD;-LrriW— HORIZONTAL HORIZONTAL
1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION
2) MULLIONS SHOWN ARE STANDARD 1' FRENCH DOOR MULLIONS PER THIS NOA. LWIDE STILES AND (NARROW STILES
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW
4) FRENCH DOOR MULLION IS LIMITED TO 9B• IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. • • • • • • • • • • • • ON SIDELITE d RAWN ON
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. • • • • • • • ! • ILSSHOTRANSOM) TRANSOM]
6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS • • • • • • • • •
AR RENCE FOR SIZE LIMITATIONS. • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • .00.
•• ••
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A. LYNN MILLER, P.E.
P.E.f 58705
GLAZING DETAILS
1.3116' NOM.
GLASS STACK
1,3116" NOM.
5H6'LAMINATED GLASS STACK
��..{
1.3116" NOM.
5116'LAINATED LASS STACK
TED
STACK
GLASS STACK
SILICONEGLASS
GLASS STACK
i
\
1/8" ANNEALED GLASS
-1I8' ANNEALED GLASS
� 3I18" ANNEALED GLASS
11/16' AIRSPACE
\~
/�0. PVB 5/8' AIRSPACE
/ �. PVB 9116" AIRSPACE
STRUCTURAL
—.090" SG POLYISOBUTYLENE 1/4' NOM.
1/8"TEMPERED GLASS-
1/87 ANN ALED GLASS
77 3/16'TEMPERED GLASSY
.
118" AN EALED GLASS -
1/8"TEMPERED GLASS
/3118' AN EALED GLASS WITH DESICCANT
EXT GLASS 37 KODISPACE .
O
,!
EXTERIOR ,! —
11/16" "
6" 4SG TPS
EXTERIOR ^
/
11/16"
GLASS SITE
a
EXTERIOR
GLASS BITE
BITE
vf�.`
3
3
e� �� vi au m
!1 37 38 39 a0
INT. GLASS
TYPE 2
GLASS TYPE 3
HOT -MELT BUTYL
GLASS TYPE 1
USED IN DOOR ONLY
GG�SS
IN DOOR ONLY
TYP. WIDE FRAME GLAZING
SrRucruRAL
SILICONE
DETAIL, NARROW FRAME SIMILAR
FOAM
3/16" NOM.
WITH
1-3/16" NOM.
GLASS STACK 7/16' LAMINATED
- 1-3/16' NOM.
GLASS STACK
1-3116• NOM.
7/16" LAMINATED GLASS STACK
7/16" LAMINATED
DESICCANT
EXT. GLASS
O SUPER
GLASS STACK
GLASS STACK
GLASS STACK
SPACER
3/16' ANNEALED GLASS
3/16' ANNEALED GLASS
3116" ANNEALED GLASS
NXTTe
12' AIRSPACE
�.090" SG
9/16' AIRSPACE
--ow PVB 1/2' AIRSPACE
— 090. PVB
3/16' TEMPERED GLASS
ti
118'
3118' AN EALED GLASS
TEMPERED GLASS
3116' NEALED GLASS
3116' TEMPERED GLASS
3/16' AN EALED GLASS
INT. GLASS
EXTERIOR
EXTERIOR
EXTERIOR\\
•
,1
U
GLASS SITE
a �4�\
Q
3! Q
GLASS BITE �37
GLASS BITE
ALUMINUM
^ REINFORCEMENT
37 3a 39 40
In
I I
l37 38 39 40
3839 40
- 42
lJJ\�1]s1, 6• NOM.�
GLASS TYPE 4
TYP. NARROW FRAME GLAZING
DETAIL, WIDE FRAME SIMILAR.
7/16" LAMINATED
~— GLASS STACK
-3116' ANNEALED GLASS
i .090" PVB
I J 3l1=EALED GLASS
11116,
GLASS BITE
GLASS TYPE 5 GLASS TYPE B
TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZJNG
DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR
"PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC.
BUTYL &
DESICCANT
FOAM
EXT. GLASS--\
• • • • •
• •
•
• •
• • POLYISO-
• •
• •
• •
• •
• BUTYLENE
• •
• •
• •
• •
• SEAL
• ••
• •
• •
•••
•
• •
• •
• •
• •
•
•• •••
••
•
• •
•• ROLL -FORME
STAINLESS STET
EXTERIOR
a
...
EXT.
...
...
.
GLASS TYPE 7
• •
• • •
• •
•
•
USED IN DOOR, (SHOWN)
• • • ; •
• • • : •
: •
•
•
& SIDELITE/TRANSOM
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
•
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DURASEALO
SPACER
INT. GLASS
DESICCANT FILL AREA
5/16" NOM.
SILICONE SEAL
XL EDGETe
G SPACER
e
INT. GLASS
PRODUCT REVISED
az <awPl j g w'm LW Fhwib
0w'"" C"" , •O
nca:panco Na
Expiretirn DA
Ry
M:am dda is
C) ADDED SPACER DRAWINGS-
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� ��, • LIGENSF ••, C!_ :�
_ * : NO. 58705
��T •.• STA; 40
IR-
RID
s .... G
;ONALIE?%�.
A. LYNN MILLER, P.E.
P.EN 58705
SINGLE DOOR
INSTALLATION
W
4
9-112'
f'
I
I
CENTERED
BETWEEN
HINGES
SEEI
NOTE 1 I
I
CENTERED I
BETWEEN
HINGES
4' MAX. �
4' M
9' MAX.
MAX. r
I
I
/
CENTERED
/
BETWEEN
HINGES SEEI
12' O.C.
NOTE 1I
MAX. @ LOCK
CENTERED
\'
B EEN
M NGES
I I
I I \
1 MAX. L
9' MAX.
MAX. _
ANCHOR REQUIREMENTS
SAME —ASALEAD
X
TABLE 3:
X & XX Door: Daslgn P.—
"213Zass
+1-70.0 PSF Glass Typos 2 8 7
TAR[ F 4
DOUBLE DOOR
INSTALLATION
(XX)
ASTRAGAL
CLUSTER
ANCHOR REQUIREMENTS
SAME AS HEAD
XX (USING ASTRAGAL)
4' O.C. MIN.,
SEE TABLE 4.
THIS SHEET,
FOR QUANTITY,
SEE TABLE 1,
SHEET FOR
TYPE
'SEE
I NOTE
XX Door: Astragal ClusbrAnchors Required
Head A Sill
Door Width (in)
48_y
1 60
11 72
76
c
�
15
x`
4
4
5
4
5
4
4
98
4
5
4
11 6
4
6
5
4
TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O)
MULLION ATTACHMENT& INSTALLATION
SIDELITE-TO-SIDELITE
MULLION INSTALLATION
(010)
- SEE MULLION CLUSTER
� `DETAIL BELOW
SIDELITE-TO-DOOR
MULLION INSTALLATION
(XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC)
SEE MULLION CLUSTER
DETAIL BELOW
I
SAME AS HEAD
MAX.
\`\1" MULUON
r �
4" O.C. MIN.Ir� 6" F T—'r4' O.C. MIN.
11 11 -1}
SEE TABLE 6,
THIS SHEET,
1 FOR ANCHOR
1 SIDE- ffElQUANTITY, SEE
�� LITE
TABLE 1, SHEET
1 FOR TYPE
TAR[ F 8
ATTACH DOORS,
-
SIDELITES &
`\\
TRANSOMS TO THE
MULLION AS PER
THE INSTRUCTION
���
_
1- MULLION
1
OF THE I AL
TRANSO
6'
1 HORIZONTAL
PRIMDU
_`�1 I
MAX
II MULLION
1
I APPLICATIONS
9-12' ALWAYS REQUIRE
L----�J
—
MAX i TWO(2)ANCHORS
TABLE 7:
DOOR OR
\�
(TYPE A-D) AT EACH
HORIZONTAL MULLION
SIDELITE
-'�
'--,-`
MULLION END.
DESIGN PRESSURE
_-
-
r1-T0.0 PSF
40"MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS.
TRANSOMS WIDER THAN 40' WILL REQUIRE ADDRIONAL
STRUCTURE OR DADE-APPROVED MULLION BETWEEN
TRANSOM AND DOORISIDELITE.
I
I I \
I I
I
96• MAX.
MULLION
LENGTH IN
VERTICAL
Tfl�!�>APPLICATIONS
I L)ELITE
SAME AS HEAD
MAX.
6'
'I'MULLI
4. O.C. MIN. �
4'
I jTI\;4. O.C..C.MIN.
' t 1
I SEE TABLE 6,
1
--- / THIS SHEET,
FORANCHOR
71DE-
DOOR QUANTITY, SEE
LITE
TABLE 1, SHEET
FOR TYPE
--- - Anchors Requlnd for a Yer6n1 MYIIloll leach mullim end)
Door or SldelANTrar•om Width 6n)
12
24
32
3tL3M
40
MWion
" "
(n)1
O
o
D7
o81�ePe
ft13
3
2
1
WA
WA
WA
1
3
2
1
3
2
1
poor
1
3
3
2
WA
WA
WA
SLTliR
_
1
3
3
2
3
3
2
FOR 'OIXXIO'
AND SIMILAR
CONFIGURATIONS
CONTAINING A
DOUBLE DOOR
(XX), USE
ONLY HALF OF
THE FRAME
WIDTH OF THE
DOUBLE DOOR
WHEN USING
THIS TABLE.
•• • • • ••• • •
INSTRUCTIONYc • • •• • ••
1) DOOR HIND! JAMBS OF ALL HE"TSJO CLWEYSSE 4CHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR
ALL APPROVED AN,•CHOR✓6.4FOL4R O•THI SIXANChK7i1S M4T BE INSTALLED THROUGH THE HINGES, ONE AT EACH
HINGE LOCATION (RECOMWNMD 010 RLATAEA• SMS OR 3116' FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MUL&B UNIT0&&ERMII:PrHE B%SIGMPRISSWW OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN'XIO' CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDEUTE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY.
NOTES'
1) SINGLE DOOR bIAAt & LEFT H-PDED. •,,,,••••• • •
2) MULLIONSIt �HOWARE STA4 V F ENCH DOOrZMUL N
3) MULLED SONFIGIltiATIQNS NqT SHOWN MAYBE P SIBL US G OTHER MULLION TYPES, SEE SEPARATE NOA.
THE LOWESTCOMP•NENT DP46 TO BE TyT•OVERALL �iE Y4DP.
4) FRENCHUOOR MILLION IS UI ATED TOI[O6' IN VERTICAL APP♦,ICATIONS AND 40• IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY
6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
•• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT REVISED
os oemplymg wilt ms its Fir
Uield .d Code
Ac pta.l Jb101%D5D pr,
Fxei•mi Dft 14
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* No.587p5
1NAL 1�N �\\
A. LYNN MILLER, P.E.
P.E.M 58705
Sldellte/Trensom Design Pressure (+/•, pd) for Glass Types 3 & 4
Long Side (in)
83.3/16
66-5/8
68
70
72
76
78 1
82
84
Be
92
96
98
104
108
111
24
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
28
+1-70
+/-70
+/-70
+l-70
+/-70
+1-70
+/-70
+1.70
+1-70
+1-70
+1-70
+1-70
+/-70
+/-70
+1-70
+/-70
32
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
36
+/-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+1-70
38-3m
+1-70
+l"70
+1-70
+/-70
+1-70
+/-70
+/•70
+1-70
+1-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
40
+1-70
+1-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/.70
+/-70
+/-70
+/-70
+/-70
42
+/-70
+1-70
+/-70
+1-70
+/-70
+1-70
+/-70
+1-70
+1-70
+/-70
+/-70
+1-70
+/69.8
+/68.5
44
+/-70
+1-70
+/-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+169.6
+168.6
+/.67.7
+/67.3
46
+/-70
+l-70
+1-70
+1-70
+/-70
+l-70
+/•70
+169.4
+168.7
+l67.6
+166.5
+165.8
�
Co
48
+1-70
+1-70
+/-7DV+/-70
+/-70
+169.9
+/.69.1
+167.6
+/67
+l65.8
+/64.7
50
+/-70
+/-70
+/-70
+1-70
+168.4
+167.6
+/66
+165.4
+164.1
52
+/-70
+/-70
+1-70
+/69.1
+167.1
+/-86.2
+164.6
+163.954
+/-70
+/ap
+1-70
+168
+165.9
+/-65
+/63.4
56
+/-70
+/-70
+/69.7
+1-67.1
+164.9
+/-63.9
58
+1-70
+/-70
+169
+166.3
+164
60
+1-70
+/�,6
+/68.5
+165.6
62
+1-70
+169.2
+168
+1-66.5
83-3/16
+/-70
+169.1
+/67.9
+/66.2
66618
+/69.1
+168.9
Sidelite/Transom Design Pressure, paf for Glass Types 5, 6 3 7
Long Side (n)
633/16 1
665I8 1
68
70
72
76
713
82
84
88
92
96
98
104
108
111
24
+1-70
+/-70
+1.70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
28
+1-70
+/-70
+1-70
+/-70
+/-70
+1-70
+1-70
+1-70
+/-70
+1-70
+/-70
+1-70
+/-70
+1-70
+/-70
+1-70
32
+1-70
+1-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
+1-70
+/-70
+1-70
+1-70
+1-70
+1-70
+1-70
36
+1-70
+/-70
+/-70
+1-70
+/-70
+1-70
+1-70
+1-70
+1-70
+/-70
+/-70
+1-70
+1-70
+1-70
+/-70
+1-70
393/4
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+1-70
+/-70
+/-70
+169.9
+169
+/68.3
+167.9
40
+1-70
+/-70
+/-70
+/-70
+/-70
+1-70
+1-70
+/69.8
+169.3
+168.3
+167A
+166.7
+166.3
42
+1-70
+/-70
+1-70
+1-70
+/-70
+/69.5
+168.8
+/67.6
+167
+/66
+/65.1
44
+1-70
+/-70
+/-70
+1-70
+/69.1
+l67.5
+/66.8
+/65.6
+/65
+/64
46
+1-70
+/-70
+169.4
+/68.4
+167.4
+165.8
+165.1
+/63.8
+/63.2
w
48
+1-70
+/68.8
+168
+/66.9
+/66
+/64.3
+/63.5
+/62.2
50
+169.9
+167.6
+166.8
+165.7
+164.7
+162.9
+/62.1
52r+I-67,3
+/66.6
+165.7
+164.6
+163.6
+161.7
• • •
•
54
+165.7
+1-64.8
+163.6
+/626
•
•
58
+165
+164.1
+/62.8
•
58
+164.5
+/.63.56062
633116
•
• •
• _
• ..
NOTES:
1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. • • •
2) SIDELITE?RANSOM MAY BE A SINGLE, STAND-ALONE UNIT.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
SIDELITE/TRANSOM INSTALLATIONJOO)
28" O.C. MAX.
IF SHORT SIDE IS
40" OR LESS
�r
23-1/2" O.C. MAX.
IF SHORT SIDE IS
O
OVER 40"
--------- - -
I
I I SEE TABLE 10.
28' O.C. MAX I
IF LONG SIDE IS'1
I
I SHEET 6 FOR
ANCHOR
40" OR LESS
QUANTITY, SEE
I
TABLE 1, SHEET 1
FOR ANCHOR
I I
I
I I TYPE.
I
1 I I
I
I
I
I
I I
I I
I I
23-1Y1' O.C. MAX. I
I
I I
IF LONG SIDE IS
OVER 40" 1
1
1 I
I
I
I I
12'MAX (LONG SIDE)
L -----------J
6" MAX.
(SHORT SIDE) ~1
(WIDE STILES AND WIDESTILES AND WIDE
RAILS SHOWN ON SIDELITES)
28" O.C. MAX. 23-1/2" O.C. MAX.
IF SHORT SIDE IS - _ - SHORT SIDE IS
40' OR LESS O OVER 40"
I _
28" O.C. MAX. I I
IF LONG SIDE IS
40" OR LESS
I I
�I I
I I
I I
I I
�1 I
I I
23-112' O.C. MAX. I I
IF LONG SIDE IS I
• OVER 409
• • L
• s MAC. • •
(SHORT SIDE)
SEE TABLE 10,
SHEET 6 FOR
ANCHOR
QUANTITY, SEE
TABLE 1, SHEET 1
FORANCHOR
TYPE.
1
I I 1
- I� 12" MAX (LONG SIDE)
----------J
(NARROW STILES AND NARROW
RAILS SHOWN ON SIDELITES)
••• ••• •
•• •• • •
• • • • • • • • • -
• •• •• • • • •• ••
••• • • • ••• • -
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A. LYNN MILLER, P.E.
P.E.M %-
iSidelftefrransom
Anchor Quantity
• •• • • • • ••• •
•• ••• •• • • • ••
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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A. LYNN MILLER, P.E.
P.E.M 58705
EMBEDMENT 1/4" INSTALLATION
23 OPTION 1 SHIM
INSTALLATION ANCHORS
EDGE 18 INTO 2X WOOD. 13 yg
DISTANCE
1 68
87
TYP. ANCHOR TYPE, 3 r
EMBEDMENTAND 71 33 f J
33
EDGE DISTANCE PER _ _
SUBSTRATE, SEE
TABLE 1, SHEET 1. —
I 1
1 ANCHOR PER HINGE
TO BE THROUGH
SUBSTRATE. MIN. #10
L�
FLATHEAD SMS, SEE -
TABLE 1, SHEET 1. 72 5 EXTERIOR 14 15 B 47 48
8
28
70 DETAILL 19
2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR
OR FRAMING, SEE
DETAIL 6L
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 1, SHEET 1.
TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH
EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING 18
TYP. ANCHOR TYPE,
TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE,
EMBEDMENT AND
STAGGERING LOCATIONS. EMBEDMENT AND EDGE
18
- EDGE DISTANCE PER
EMBEDMENT 1/4'23 DISTANCE PER SUBSTRATE,
23 23 10 SEE TABLE 1, SHEET i. 23 CID
SUBSTRATE, SEE
TABLE 1, SHEET 1.
' SHIM
EDGE 16
DISTANCE "1 I t 1 ANCHOR PER HINGE BE I t
THROUGH SUBSTRATE.. MIN. IUr'
II#10 FLATHEAD SMS WITH
IJIr'
1 MIN. 3 THREADS BEYOND
INSTALLATION METAL suesTRATE. 52
29 41
23
OPTION 2 71 7
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
Q -
nr`
4
.. 26 4 72
47 48
•
EXTERIOR
- EXTERIOR 32 'T� L�� i • • • • •
70 •
" V 1' FRENCH DOOR MULLION 18 v • J
• • • •• RI
• • •
• • • •
DETAIL 1 ANCHOR PER HINGE TO BE THROUGH DETAIL • • • • • • • • DETAILLJ
SUBSTRATE. MIN. 3116' FLATHEAD - - • • • • • • • • • i,/ • •
ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1.
INSTALLATION NOTES:
•
AND EDGE DISTANCE LIMITS. ANY INSTA`LATJON ONION SHOWf?*Y 41ED ON • � •
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT • •
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • • • • •
2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1 X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL I►UNIT CZ BE WSTALYED DIRFCTLY j0 • • •
MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1.1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEPRES BY O*IERS OR AS A•PRO`Ei BY THE • • • •
• • • •
• • '
AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
PRODUCT REVISED
as —0yi g with the Fbi&
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�I/ TONAL IE \o
A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
INSTALLATION_
EMBEDMENT AND EDGE
OPTION 4
1/4
18 23 DISTANCE PER SUBSTRATE,
INSTALLATION ANCHORS
MAX.
SHIM
23 10
SEE TABLE 1, SHEET 1.
DIRECTLY INTO METAL.
Ff
1 ANCHOR PER HINGE TO BE
P"i
EDGE
ISTANCE
16
THROUGH SUBSTRATE. MIN.
F2�3
#10 FLATHEAD SMS WITH
1
MIN. 3 THREADS BEYOND
DOOR 67
PRGDUCI'REMftD Flnrido
complYug
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METAL SUBSTRATE. �{ VISIBLE LIGHT
� WIDTH (DLO) �7
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TYP. ANCHOR
3eulAiog Code
3
TYPE, EMBEDMENT
EDGE
to -
Auepbnco No %%'�
E-4 u.x • 19
AND
— DISTANCE PER
SUBSTRATE, SEE
BY
TABLE 1, SHEET 1.
Muni i
EXTERIOR /ILj 31
V 1" FRENCH DOOR MULLION
DETAILL
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
EMBEDMENT TYP. ANCHOR TYPE,
-� •< 114" EMBEDMENTAND
WAXEDGE DISTANCE PER
�-SUBSTRATE,SEE
EDGE TABLE 1, SHEET 1.
DISTANCE
TYP. ANCHOR II
TYPE.
EMBEDMENT "
AND EDGE
DISTANCE
PER I
SUBSTRATE,
SEE TABLE 1,
SHEET 1.
CONCRETE/CMU
PERANCHOR
REQUIREMENT iX WOOD
EXTERIOR BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
`1Vv: \%
SIDELITE/TRANSOM FRAME WIDTH -
DETAIL DETAILL
EXTERIOR `�O
V 4� 2� 21
J ) MIAMI-DADE APPROVED
MULLION (SEE SEPERATE
NOA), ALUMINUM. STEEL
DETAILL FRAMING OR STEEL STUD.
DOOR FRAME WIDTH
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET
1. AVOID INTERFERENCE WITH OPPOSING
ANCHOR BY CHOOSING THE CORRECT LENGTH
EMBEDMENT
OR STAGGERING LOCATIONS.
EDGE
DISTANCE
TYP. ANCHOR TYPE. EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 1, SHEET 1.
1/4"
EXTERIOR
•�
' - 4> EXTERIOR
• • •
• •
• •
OcTEICMU
•CNMiF
32
• •
• •
• • •
• PER ANCHOR 17
• • •
• •
orr
• RRI.IREMENT INSTALLATION
• •
• •
• • •
• • DETAILL
TION 2
• • 000
• •
• •
• • •
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
INSTALLATION NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTA.LLk1♦ION E W M SHOWN : Y YEdAED ON • : • • • •
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM.
2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL I& CHIT C BEIjJ S ED DIROUTLY TO • • •
MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEIRE8 BY
RSOR I�PRO � BY•THE •
AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. • • • •
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
C)NO CHANGES THIS SHEET
' JR-04/10117
z
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
EDGE
DISTANCE
2X WOOD
CONCRETE
-�-
BUCKSTRIP
PER ANCHOR
OR FRAMING,
REQUIREMENT
• .
EMBEDMENT
SEE NOTE 2.
`
THIS SHEET
1X WOOD
BUCKSTRIP, SEES
23
NOTE 2, THIS SHEET.
1/4' MAX SHIM
I
ANCHORTYPE, 1 I I
=DMENT AND EDGE Tt
ANCE PER SUBSTRATE, I I
TABLE 1, SHEET 1. AVOID
RFERENCE WITH I
:)SING ANCHOR BY I i
DSING THE CORRECT j I
;TH OR STAGGERING
iTIONS.
INSTALLATION NOTES: Y
I
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR I
I
TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 1
2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'-INSTALLATION'- 1X I
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1
DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X' ARE INSTALLATION ANCHORS
1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD.
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS (24
APPROVED BY THE AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER \_
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 1/4' MAX. SHI
vrl-
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, �—
SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP
SYSTEM. OR FRAMING, SEE �1
NOTE 2, THIS SHEET
6
TYP.
ANCHOR
TYPE, EMBEDMENT
AND EDGE
28 DISTANCE PER
SUBSTRATE, SEE
FLUSHBOLT TABLE I, SHEET I.
'AIL, SHEET 12
I
DETAIL
I
DOOR
VISIBLE LIGHT
HEIGHT(OLO)
DOOR
33 FRAME
HEIGHT
DETAIL
INSTALLATION OPTION 4
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO 2X WOOD.
EXTERIOR
a
EDGE
DISTANCE
EMBEDMENT
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET.
1/4' MAX SHIM
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE.SEE
TABLE 1, SHEET 1.
SIDELITE/
TRANSOM
WINDOW
FRAME
VISIBLE LIGHT
HEIGHT
HEIGHT(DLO)
4�
DETAILL
7�—
Ti=
`--��
INSTALLATION
I
OPTION 2
I
• • • •
I TAL TION
Z'1CIAORS DIIJECI Y
• •
22
23
•
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I► VO MIASONR`#
2
TYPE,tMBED&ft
•
: : •• : : •i
• (1
Lk
oir
��TANC��,,EEE PlFt
• •
\
SUBSTRATE,SEE
TABLE 1, SHEET 1.
23
EMBEDMENT• •
C�C • •
CQNr4ETE Vg
• ANCIjOR
•
• •
•�• •••>A
REQUIREMENT
EDGE DISTANCE
EDGE DISTANCE -
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYP. ANCHOR
TYPE. EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET 1.
1/4' MAX. SHIM OR
3.4 KSI NON- SHRINK,
NON-METALLIC
GROUT -FULL
LENGTH
a EMBEDMENT
PRODUCT REVISED
m complying wish the Fkricla
Daildiog Code
Iq
DY_
Alixni •t
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IONAL .00
A. LYNN MILLER P.E.
P.E.# 58705
4.565' - -
1.00D'
1 FRAME HEAD & JAMB if
O#20000,Rigid Cellular PVC
1.503' ►{
.080• 3.564'
L1.075"-�
D5HINGE STILE
REINFORCEMENT
#20013, 6063-T6
1.994"
1.359" ,pg2•
IN
ACALTIVE
13 ASTRAGCOVER
#20004. Rigid PVC
- -- 3.925" T
.075" -1 R
M� 1.3I Of
2 FRAME SILL
#20001, Rigid PVC
i1.500' ►I
.080'
3.518'
OTOP & BOTTOM RAIL
REINFORCEMENT
#20014, 6063-T6
a.an•
187, .312' 1� "
1
3 PANEL RAIL & STILE
#20002, Rigid Cellular PVC
[-A 2AW
.279'
.080'
3.518" U1.075" �-
7 PANEL STILE
REINFORCEMENT
#20015,6063-T6
-t140'� .1.
22To• .a40'
814 BEVELED 5 OGEE
BEAD 15 gAD E
14
920005, Rigid PVC #20006, Rigid PVC
If 2.488• - -
761" TI}
I
3.518"
.080"
1.075•
8 ACTIVE
ASTRAGAL
#20016, 6063-T6
-�-I 1.450" �+
.810'
070•
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COVER
#20007, Rigid PVC
.935" 2285" _I
.632"� 4-11.675' 0.125"
J � .386" .3a4'� jT.723"
.050" ff I .082• 1 .191• J--�{uf~- Mr
SINGLE DOOR THRESHOLD ANCHOR THRESHOLD
20 ASTRAGALCOVER 22 COVER 23 PLATE 24 CAP
#20012, Rigid PVC #20057, 6063-T5 #19031, 6063-T6 #20020. 6063-T6
ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS. LTD.
i' �- 2.281' -�•{
.58204
1.45r D 1 075'
1
OSIDELITE ADAPTER
#20003, Rigid PVC
9 INACTIVE
ASTRAGAL
#20017. 6063-T6
075"
.343"
l� 840.
17 ADD -ON
FINIFLANGE
420008, Rigid PVC
.374"
4.561-
.100
1.000•
10 1"FRENCH
DOOR MULLION
#20022, 6063-T6
1.258'
060"
.375' .773" 062"
T
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1" MULLION ACTIVE
18 CAP 19 ASTRAGAL COVER
420009, Rigid PVC #20011, Rigid PVC
•• ••• • • • • • •w
•1.o1r I--• • • �1.ees• •�{•
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T .oar
I .2, 050•
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25 : DIP CAP 26 COVED •
#20021, 6063-TIi • #10023•Rlgi PVCj
• • •• • • •• •• •
• • • • • • • • • •
• • • • • • • • • • • •
.901•
060•
1.041"
�6•SQUARE
• 27
BEAD
#20047, Rigid PVC
•
PRODUCT REVISED
vmplyittQ with the Florida
Dw)dmg Code
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A LYNN MILLER, P.E.
P.E.# 58705
TABLE 11
#
POTPart#
De..ip#on
Material
1
200DO
Door & Sidel twTransom Man Frome
C
2
2DD01
Door Frame SM
Rigid PVC
3
20002
Panel Stile lL Rail
C611d. PVC
4
20003
SkleNte Adapter
PVC
5
20013
Hinge Stile Renibn arnont
Akim., 9063.78
6
2DO14
Panel Rail Rakdroemem
Alum., 0063-TS
7
20015
Panel Stk Renlarcemrd
Akin.. 6063-TB
8
20016
Active N d
PVC
9
20017
I-0A As
PVC
20022
I.French Door MJW-
Alum., 8063-T6
2DO04
Ine.dw Nbp.l Cofer
Rigid PVC
20005
1-1116' Bwd Bead
Rigid PVC
20006
1-1/18' Betl
PVC
200D7
Screw Cover
PVC
[14
2DWS
Add— Fin/Flanp
PVC
2000B
1' Mlbw CaD
PVC
20011Act"
Asbaad Cawr
PVC
20012
SI le Door Abpi Cawr
Rigid PVC
20057
Thashold Cofer
Alum., 8063-TS
23
19MI
Anchor Plate
Akin.. 8063-TB
24
20020
threshold Cawr
Akan.. 8063-TB
25
20021
Drip Cap
Fjoid PVC
26
20023
Hings Tron Cover
Riod PVC
27
20047
7/18' S ro Bud
Rlaid PVC
28
Fin Weatherstrip
29
167113
Frame Wedharobip
31
714FPT41
Frame-t.AMd. Slab Suave. *14 X 1-1/7 Ph. FH, 16.625 O.C.
Staid.. Steel
32
7S101X
Fra-40-Mar. Slab S— W 0 X 1' Ph FH. 2W O.C.
Stains.. S"
33
7=FPT410
RanIIb"—d Sraew: #8 X 1' Ph. FK 16' O.C.
Steinke. Steil
34
710)2?FPAX
Frama Asu Screw. #10 X 2' Ph. FH
krletW
Staes S
35
714FPT41
WAN Slab As"Scram #14 X1-1/2' Ph. FH
Stemless Stall
36
71420X2.25
N-W Slab Assembly Screw. #14 X2.1/4' Ph. FH
Stainless Steel
41
20026
Setting Bloek, 85+/-5dwa.
Vinyl
42
Backbeddlng: DovoM or GE-7700
Sikcone
43
/upon Ga.
44
61415140
Hot Atek 1
45
1652
Sottl Bbck B110' x 4' x NIT, 65 +/- 5 duo.
ne
48
1614
Sett' BIck 111. V. 1/8'. 85+/-5duro.
Nak-
47
- 73 ue Hard-.
SOM, Table 12, Sheet 12
90 20033 motive A Ca Acetal
91 20035 Aclhe A. Acrid
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION
SOLUTIONS USA. INC OR VISION EXTRUSIONS. LTD.
ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM.
DAYLITE OPENING (DLO) SIZES
WHEN USING PART # 3: (WIDE RAILS OR STILES)
X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT
X DOOR FRAME WIDTH - 12.3 = DLO WIDTH
(XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT
(XX DOOR FRAME WIDTH / 2) - 11.5 = DLO WIDTH
SLT/TR FRAME HEIGHT-12.1 = DLO HEIGHT
SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH
WHEN USING PART # 4: (NARROW RAILS OR STILES)
SLT/TR FRAME HEIGHT- 4.9 = OLD HEIGHT
SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH
DOOR
JAMB
DOOR
JAMB
•••' HEAD 23
DOOR PANEL HEAD
\I O
�Ilft
DOOR PANEL
HINGE STILE
INSTALLATION
ANCHOR
INTERIOR
2
• • •
DOOR 6
SILL
• •••
JAMB W/NARROW
FRAME
PRODUCT REVISED
as ["plying W ith the Fkada
Building Curio
Acaelaanu N. 1 -
Expiratio• Dec
B
I fl3mt o&rd CaLoi
C)REVISED #22-JR-04/10/17
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P.E.# 58705
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