WS-19-173Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: -01-19-173
Permit Type: Windows/Shutters
xfLiclassification: Window/Door Replacement
l V
Permit Status: Approved
Issue Date: 02/04/2019 F Expiration: 08/05/2019
Location Address Parcel Number
1298 NE 97TH ST, Miami Shores, FL 33138 1132050090550
Contacts
ANTONIE DOWNS Owner
1298 NE 97 ST, MIAMI SHORES, FL 331382560
AMERICAN STORM PROTECTION Contractor
JONATHAN RODRIGUEZ
Business: 3052640446
Other:3055130514
InspeInspection Description: INSTALLING 7 IMPACT WINDOWS AND 1 DOOR Valuation: $ 16,707.00 on Requests:
c i 49
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$10.20
DBPR Fee
$2.70
DCA Fee
$2.00
Education Surcharge
$3.40
Scanning Fee
$9.00
Technology Fee
$4.50
Windows/Shutters Fee
$130.00
Total:
$211.80
Payments
Date Paid Amt Paid
Total Fees
$211.80
Credit Card
01/24/2019 $50.00
Credit Card
02/04/2019 $161.80
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and o�iuthermore, I thorize the above named contractor to do the work stated.
.w.,
Authorized Signature: Owner / Applicant / Contractor / Agent Date
February 04, 2019 Page 2 of 2
Z
f
BUILDING
Miami Shores Village RECEIVED
Building Department JAN242019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (� ,�
Tel: (305) 795-2204 Fax: (305) 756-8972 _ `
INSPECTION LINE PHONE NUMBER: (305) 762-4949 Loil
FBCC 201-4
Master Permit No. W S I ct 1-91
PERMIT APPLICATION
2r�UILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING MECHANICAL PUBLIC WORKS
JOB ADDRESS: 1 0 t 0 PE l 1_ S
Sub Permit No.
❑ REVISION EXTENSION []RENEWAL
CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
'? -3 \
Folio/Parcel#: i I` 3� U T,` 0 d 4` 0 S V Is the Building Historically Designated: Yes NO
Occupancy Type:
Load:
Type:( Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address: d A1qi
City: H'1 !nM i S r e �
aConstruction
J' 1Q n I e— I J n W h
Phone#: 63OS0 7� 7933
J 7L
State: FL
77 j
Zip: J
Tenant/Lessee Name:
Phone#:
Email
CONTRACTOR:\ Company Name: ��) � hn �i� 0l��e � n Phone#:(6FL) s /o
Address:
City: \y�t`^� State: r L ,Zip:
Qualifier Name: V (`�\r�r t)�, (' < � V,L Z— Phone#:( o�)1� 4• 8/0 7
State Certification or Registration #: CGG / 5 / 3X7 7 Certificate of Competency #:
DESIGNER: Architect/Engineer:
one#:
Address: City: State:
Value of Work for this Permit: $ 1 &X) Square/Linear Footage of Work:
Type of Work: ❑ Addition O'Alteration ❑ New ❑ Repair/Replace
�%//"1 Description of Work: /I j �r` •�I G�J!n (Cl � 1.4 i f' n � �l y � n tlt Cl
Specify color of color thru the:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
Zip:
❑ Demolition
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
f� G
TOTAL FEE NOW DUE $ V 0
(Revised02/24/2014)
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
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
&,1011111
�,
OWNER or AGENT
The/foregoing instrument was acknowledged before me this
lD day of _ G 20J g by
AN('fONI E 1�o�unls who is personally known to
me or who has produced
Signat
CONTRACTOR
The foregoing instrument was acknowledged before me this
6 day of 20 1 8 by
ToNaAwii) ZpJ9 �ho is personally known to
as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
as
Sign: Sign:Ce
Print: Print: GEC. A
L6R
MICHAEL MARRESeal: 5e774 Seal: """""'' MICHAEL MARRERO Commission # GG pr o.i e . ires Commission # GG 58774My Commission Exp December 28,
2020 + T My Commission Expires
'_Decembar 28, 2020
O u ",
APPROVED BY 3/ ! Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
1/24/2019 Property Search Application - Miami -Dade County
C7� OFFICE OF THE PROPERTY APPRAISER
.a
Summary Report
Property Information
Folio:
11-3205-009-0550
Property Address:
1298 NE 97 ST
Miami Shores, FL 33138-2560
Owner
ANTONIE B DOWNS TRS
ANTONIE B DOWNS
Mailing Address
1298 NE 97 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,824 Sq.Ft
Living Area
1,970 Sq.Ft
Adjusted Area
2,334 Sq.Ft
Lot Size
8,175 Sq.Ft
Year Built
1951
Assessment Information
Year
2018
2017
2016
Land Value
$294,548
$294,548
$274,141
Building Value
$175,050
$162,447
$163,800
XF Value
$0
$0
$0
Market Value
$469,598
$456,995
$437,941
Assessed Value
$248,836
$243,718
$238,706
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$220,762
$213,277
$199,235
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
EARLETON SHORES PB 43-80
LOT 12 BLK 4
LOT SIZE 75.000 X 109
OR 12721-2179 1285 1
Generated On : 1/24/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$19 1,836
$193,718
$188,706
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$223,836
$218,718
$213,706
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$198,836
$193,718
$188,706
Regional
Exemption Value
$50,000
$50'000
$50,000
Taxable Value
1 $198,836
$193,718
$188,706
Sales Information
Previous Price
OR Book-
Qualification Description
Sale
Page
12/19/2011 $100
28022-4715
Corrective, tax or QCD; min
consideration
12/01/1985 $127,000
12721-2179
Sales which are qualified
12/01/1979 1 $98,000
10608-1898
1 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version
w o d CERTIFICATE OF LIABILITY INSURANCE
(MWOONYYY
TE
r 2/1/2019 '
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF
INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE
CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or be endorsed. If
SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate
does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER
Insurance Agency, Inc.
100 So
100 South Missouri Avenue
Clearwater, FL 33756
CONTACT NAME:
PHONE: (800) 277-1620 X 4800 FAX: (727) 797-0704
E-MAIL ADDRESS:
INSURERS(S) AFFORDING COVERAGE
NAIC#
INSURER A: Frank Winston Crum Insurance Company
11600
INSURED
FrankCrum UC/F American Storm Protection Corp. dba ASP Windows & Doors Corp
100 South Missouri Avenue
Clearwater, FL 33756
INSURER B:
INSURER C:
INSURER D:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: 526874 REVISION NUMBER: 1
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INTR
TYPE OF INSURANCE
INSRo
SWVDR
POLICY NUMBER
POLICY EFF
(MMIDD/YYYY)
POLICY EXP &V
(MDD/YYYY)
LIMITS
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE ❑ OCCUR
AGGREGATE LIMIT APPLIES PER:
POLICY ❑ PROJECT ❑ LOC
OTHER
EACH OOCURENCE
$
DAMAGE TO RENTED PREMISES (Ea
ocurenoe)
$
MED EXP (Any one person)
$
PERSONAL & ADV INJURY
$
GEN'L
GENERAL AGGREGATE
$
PRODUCTS-COMP/OP AGG
$
a
AUTOMOBILE LIABILITY
ANY AUTO
OWNED AUTOS SCHEDULED
ONLY AUTOS
HIRED AUTOS NON -OWNED
ONLYqAUTO.O.Ly
COMBINED SINGLE UNIT (Ea accident)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Par accident)
$
PROPERTY DAMAGE (Per accident)
$
a
UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS MADE
EACH OCCURENCE
$
AGGREGATE
$
DED I RETENTION $
I
$
A
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY Y/N
ANY PROPRIETOR/PARTNER/EXECUTIVE ❑
OFFICER/MEMBER EXCL
(Mandatory In NH)
If yes, describe under DESCRIPTION OF
OPERATIONS below
N/A
WC201900000
01 /01 /2019
01 /01 /2020
X
PER STATUE
OTHER
E.L. EACH ACCIDENT
$1,000,D00
E.L. DISEASE -EA EMPLOYEE
$1,000,000
E.L. DISEASE -POLICY LIMIT
$1.000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
Effective 12/10/2014, coverage is for 100% of the employees of FrankCrum leased to American Storm Protection Corp. dba ASP Windows & Doors Corp (Client) for whom
the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees.
(Client Ref.: Qualifier: License#: CGC1513274)
CERTIFICATE HOLDER CANCELLATION
ULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
JRDANCE WITH THE POLICY PROVISIONS.
Miami Shores Village Building Department AUTHORIZED REPRESENTATIVE
Miami h 2nd AL nue
33138
Miami Shores, FL 33138
01988-2016 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
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 Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (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 and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -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 conformance with Product
Approval (NOA).
Acknowled ent:
64+hC4h jZOdrI'q U�z
Q alifier/Owner Signature Date Print Name
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
❑ Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than Ix), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
O
CWS 8900 Series
Sliding Glass Dooi
71 518 x 80 3/8 OX
FL11103.1
RECEIVED
JAN 2 4 2019
. .... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
Antoine Downs
1298 NE 97 Street
Miami Shores, FL 33138
CWS 89005erie;
• • •
• •
Sliding Glass Door
71 5/8 x 80 3/8 OX
X
DID
X
F61i142.1.
...
..
• • • •
•
• •
• •
CWS 8200 Series
•
; •
•,Horizontal
Roller
• • • • •
• •
•
• FL16736.1
• • •
6
• .
... •
• (2) 72 3/4 x 49 3/8
w/ 1x3 mull:
FL9520.1
X O
'
r
CWS 8200 Series
r
Horizontal Roller
'
FL16736.1
72 7/8 x 49 1/2
Egress
r
'
Bedroom
•r r
------------------
CWS 8200 Series
Horizontal Roller
FL16736.1
72314x24314
Wt 14-1��i
PERMIT
M'am' Shcres Village
APPROVED
BY
DATE
ZON'NG DEPT
Pt OC; DEFT
SI,BJECT i"O CGNTLIMCE WITH ALL FEDERAL
STATE ANu CCU Tj f RL L--S AND RECULAT"CNS
Door
CWS 8100 Series
OSingle Hung
FL5823.1
(2)37x61314
CWS 8150 Series
Picture Window
FL13010.1
52 1/4 x 61 3/4
w/ 1x3 mull:
FL9502.1
O
CWS 8200 Series
Horizontal Roller
FL16736.1
52 x 37
r
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT:
An'
trt(m
Strry)
Prn-�_C461)
ADDRESS:
I2-ci �K
NE 9t
Strt-L+
PROJECT:
Anfn-ini,
Novvns
Shorr-s.
F-L
City
State
ZIP
EXPOSURE "
D "
I
WIND VELOCITY
= 175 MPH
I ROOF
SLOPE > 10 0
Roof Elev.
Tributary Area (Sq. Ft)
Roof Elev.
Tributary Area (Sq. Ft)
(ft)
10
15
20
25
30
35
40
45
50
(ft)
10
15
20
25
30
35 •
+W
45
50
+
48.6
47.3
-
46.4
45.7
45.1
44.6
44.2
-- .
43.8
-........_..-
43.5
+
48.6
47.3
46.4 ,#45.7
•45.1
- 44.6-
4q�2
- -...
43.8
- - -
430%
.....-.. --
-
52.7
51.4
50.5
49.8
49.2
48.8
48.3
48.0
47.6
-
65.1
62.5
60.7
99.03
96.1
57l2
566
55.6
541
17
+
49.5
48.2
47.3
46.6
46.0
45.5
45.1
44.7
44.4
17
+
49.5
48.2
47.3
4I6.0
W.0
4505 "
45.1
44.7
4A.4
53.7
52.41
51.5
50.8
50.2
49.7
49.3
1 4119
148.6
66.3
1 63.7 1
61.9
0M.14
"99.3
58.3
37.41
56.6
56.0
20
+
51.0
49.6
48.7
47.9
47.3
46.8
46.4
46.0
45.6
20
+
51.0
49.6
48.7
499'
�47.3
46P
4&4
46.0
45.6
A
-
55.3
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53.0
52-2
51.6
5L1
50.7
50:3
49.9
A
-
68.2
65.5 1
63.6
ftV•61.0
5"
".0
58.3
57.d
22
+
51.9
50.5
49.6
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47.2
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51.9
49.6
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50.9
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'99.30
062.1
6L'0'
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59.3
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-
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+
530
51.9
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49.5
49.0
48.5
',48.1
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Ln
0
25
+
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519
50.9
•
• .5
49.0
48.5
48.1
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0
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a
rn30
i
(A
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71.4
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48.6
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+
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52.8
51.8
1.0
*5p.4
49!8
49.4
49.0
58.9
57.4
56.4
55.6
55.0
54.4
54.0
53.6
53.2
-
72.7
69.8
67.8
6"
04.9
63t8
8?
62-0
61.3
+
-
54.7
_53.3
52.3
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50.8
50.3
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49.0
30
+
54.7
--
73.3
53.3
70.4
52.3
----
68.3
51.5
66.81
50.8
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W.8
49.4
49.0
59.4
57,9
--.._........
56.9
56.1
---
55.5
-
54.9
54.4
53.6
65.5
64.4
63.4
62.6
61.8
35
+
56.1
54.7
53.6
52.8
52.1
51.6
51.1
50.7
50.3
+
56.1
54.7
53.6
52.8
52.1
51.6
51.1
50.7
50.3
60.9
59.4
58.4
57.6
56.9
56.3
55.8
55.4
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75.2
72.2
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68.5
67.2
66.0
65.1
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y
0
N
M
qj
0
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1+1
37.6
56.0
55.0
54.1
53.5
52.9
52.4
51.9
51.5
+
37.6
56.0
55.0
54.1
53.5
52.9
52.4
51.9
51.5
62.4
60.9
59.8
59.0
58.3
57.8
57.3
56.8
56.4
-
77.1
74.0
71.9
70.2
68.9
67.7
66.7
65.8
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45
+
59.0
-
57.4
56.3
55.5
60.5
54.8
54.2
-
59.2
53.7
58.7
53.2
-
5&2
52.8
--
57.8
45
+
59.0
57.4
56.3
55.5
54.8
54.2
53.7
53.2
52.8
-
-
-
64.0
62.4
61.3
59.8
-
--
79.0
75.9
73.7
71.9
70.5
69.4
68.3
67.4
--
66.6
50
+
59.91
5&3
1 57.2
56.41
55.61
55.0
54.5
54.1
53.7
50
+
59.9
58.3
57.2
56.4
55.6
55.0
54.5
54.1
53.7
-
65.0
63.41
62.3
6L4
60.7
60.1
59.6
59.1
58.7
-
80.2
77.1
74.8
73.1
7L7
70.5
69.4
68.5
67.7
55
+
60'9
59.3
58.1
57.2
56.5
55.9
55.4
54.9
54.5
55
+
60.9
59.3
58.1
57.2
56.5
55.9
55.4
54.9
54.5
-
66.0
64.4
63.3
62.4
61.7
6L1
60.5
60.1
59.7
81.5
7&3
76.0
74.3
72.8
71.6
70.5
69.6
68.8
+
61.8
67.0
60.2
65.4
59.0
58.1
63.4
57.4
62.6
56.8
62,0
56.2
51.5
55$
6L0
55.3
60.6
60
+
61.8
60.2
59.0
5&1
57.4
56.8
56.2
55.8'
55.3
64.3
82.8
79.5
77.2
75.4
73.9
72.7
71.6 1
70.7
1 69.8
GENERAL NOTES
FIGURE 1
D-10% OF LEAST HORIZONTAL DIMENSION
1. TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS
THE MEAN ROOF HEIGHT. ZONE 4ED
2. ROOF ELEVATION "H", IS DETERMINED ZONE 5f
BY USING FIGURE 1 AS REFERENCE.
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
H
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D�
ROOF HEAIGHT AND APPLY TO ALL FLOORS. D DccN
Yam°`
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR
SHOWN BUILDING HEIGHT IN END ZONE.
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS
date:l°-02-13 1 REVISIONS: AL-FAROOQ CORPORATION
drown by. M.F. no. date by description ENGINEERS & PRODUCT DEVELOPMENT
checked by: H.M.
9360 Sunset Dr. Suite TEL. (305) 264-8100
DWG NO. 1 220 MIAMI, FL 33173 FAX. (305) 262-6978
SHEET 1 OF 1
ii►11,:� i
JKVAD AHMAD
FLA P.E. / 70592; EB CAN. 35M
•
71
f KP
^^
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
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USER: Public User
i
Yn
Product ADproyal Menu > Product or Application Search > Application
List > Application Detail
FL #
FL9520-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Q Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
0 Validation Checklist - Hardcopy Received
FL9 20_R7_COI_EvalReport836B.pdf
Standard
Year
AAMA 450-10
2010
ASTM E1886-05
2005
ASTM E1996-09
2009
PA TAS 201/202/203
1994
A
r
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Florida Licensed Professional Engineer or Architect
FL9520_R7_EE uiv_FL9520 Eauivalency_pdf
Method 1 Option D
••••
Date Submitted
09/29/2017
• •
• •
••••
••••••
Date Validated
10/02/2017
• •
..•.
� •
•
Date Pending FBC Approval
10/05/2017
• • • • • •
: • • •
• •..;.
Date Approved
12/12/2017
•
900000
•
• •
••••••
Products
•• •.•
•�•.
••'•
•••
ummary of
•`�
FL #
Model, Number or Name
Description •' • • • • • • • • • • • •
•
9520.1
3" Alum. Tube Mullion
3" Alum. Tube Mullion, gorizbn=al & Vertical, Fin & FI.arQg •
applications. (IMPACT) • • • • • •
Limits of Use
Installation Instructions e • • • •
Approved for use in HVHZ: Yes
FL9520 R7T CWS-836B.pdf �.;.. • _
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions
FL9520 R7 AE EvalReoort836B.pdf
and Evaluation Report for complete list of Limitations and
Created by Independent Third Party: Yes
Conditions of Use.
9520.2
4" Alum. Tube Mullion
4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9520_R7 II_CWS-837B.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions
FL9520_R7_AE EvalReport837B.pddf
and Evaluation Report for complete list of Limitations and
Created by Independent Third Party: Yes
Conditions of Use.
9520.3
5 1/2" Alum. Tube Mullion
5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9520_97_II_CWS-838B.122f
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions
FL9520_R7_AE_EvalReport838B.pdf
and Evaluation Report for complete list of Limitations and
Created by Independent Third Party: Yes
Conditions of Use.
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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. .
....
......
.. .
. .
.
......
......
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....
. .•
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......
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00*0
ANCHOR CLIP —•
3" PVC MULL BAR - LARGE MISSILE IMPACT
SHOWN w/DIFFERENT OPTIONS
•
v
•
qq
NNu
v
•
v
j •
I
I
10 G F E D ANCHOR CLIP)
10 9 9
EXAMPLE HORIZ/.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...............1
DPCHARTS.................................................2-3
BOM & EXTRUSIONS. ....................................
4
EXTRUSIONS.................................................5
SECTION VIEWS .........................................
CONFIGURATIONS & ANCHOR NOTES....6.8
INSTALLATION DETAILS ..........................9-10
—ANCHOR CLIP
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
VWJAIJ(yll//UUUj//'y'
WINDOW SYSTEMS L�
THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL
1900 SW 44TH AVE.
1900 S44THFLORIDA E.
ALA, 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.
W Cc
2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL.
3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH.
3" PVC
(REFER TO SHEETS 2-3)
MULL BAR
4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE
IMPACT
DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD.ANCHOR CALCULATIONS.
5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
H
z 3 az�
0 w p Cn w O
6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER
w
0
z O z
Y0E3m
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
LL
am 3
F w z i- �: =
Z
i
zSmQ¢wpp
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT
0
0 ~ O U ¢ = 1- m
Z Z Z ~ a
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE
- Co 0
O E)
APPROVAL.
z
O V �/j U-
�— MOOLLZ
8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
¢
i ¢ 0 w
z -
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY
U
REQUBUILDIREMENTSRESTS SOLEY WITHTHE ARCHITECT, ENGINEER OF RECORD,
w
Z _ a) 0 w U) w
OWNER CONTRACTOR.
oo _
a
ILX
wP0
9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
a
a w 3 w
cr
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
10 VERTICAL MULLED UNITS MAY BE MULLED FINITELY AS LONG AS THE SINGLE
PG ENS
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDEDEAND MULLIONS ARE ANCHORED AS
��`
SHOWN HERE IN.
:`J •ytn�
z-: No 58201 :1)
11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
*: k
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
ANCHOR CLIP
O
I
O
x
L
X
4
ANCHOR CLIP •
IP% STATE OF
Lucas
Turner
2017-09-28 Z
07:12+20:00 9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
• • • • • • • • • • • • NORTH PORT, FL 34288
• • • • • • • • • PH.941-380-1574
• • • • • • • • • • • SHEET DESCRIPTION:
• • • • • • • • • • • • GENERAL NOTES AND
ELEVATIONS
•• •••
•
•• •
EXAMPLE VERTICAL MULLION FOR • • •
PVC WINDOWS FOR SECTION VIEWS ONLY • • • i •
• • • • • • • 0 • AIDE 09/27/12
• • • • • • • DWG N: REV.'
• • • • • i i CWS-836 B
• • • • SCALE: SHEET
1:25 1 OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Ipact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or
or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1 /4" ELCO ULTRACONS.
OPENING SIZE (in.)
i7 1 63 1 69 1 75 3/8 1 81 1 87 1 93 1 99 1 107 3/8 1 114 1 120
37
80.0
80.0
1 80.0
80.0
80.0
80.0
80.0
80.0
1 80.0
80.0
1 80.0
80.0
1 80.0
80.0
1 80.0
80.0
1 80.0
80.0
c
42 314
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
48 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
w
57
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
-+
63
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
78.9
76.6
74.8
72.5
65.0
65.0
65
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
68
1 65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
63.5
72
65.0
65.0
65.0
65.0
65.0
65.0
65.0
64.9
61.7
59.1
56.9
53.7
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
- (4) #10 SCREWS INTO WOOD or METAL
- (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
----------------------------------------------------------------------
Design Pressure Chan (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or
WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1 /4" ELCO ULTRACONS.
OPENING SIZE (in.)
39
1 45
51
57
63
69
75 3/8
81
67
93
99
107 W8
114
120
126
132
138
145 318
37
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
c
42 314
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
=
48 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
C7
53 1/8
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
w
57
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
63
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65
65.0
65.6
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
68
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
1 72 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 64.9
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END)
1776 CLIPS
- (6) #10 SCREWS INTO WOOD or METAL
- (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
TWIN
0
z
J
J
L
I �1 OPENING SIZE � OPENING SIZE I
TRIPLE
VERTICAL MULLION
zz
W
J
TRANSOM OVER TWIN
VERTICAL MULLION
OPENING
TRANSOM OVER TRIPLE
VERTICAL MULLION
T-
0
z
W
J
J
E
L II
OPENINGSIZEI-
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
• • • •TA VE SUBSTRATE AID OT4IJR MULL BARS.
TWIN • •• T4WIPLG • • ••• • TWNTARLIPLE
MU
HORIZONTAL MULLION • HOF�ZOr�AL�ULI�ON• • • I-PRIZONiAL MULLgN
0 see
W ' i
N OPENING
a)SIZE
t*
z •• • • ••• • •
• • • •
w • z
a • i • • • • • • • •
L• 7 •
MULL LENGTH ---- I T I-- MULL LENGTH MULL LENGTH
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
v
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
a i 3 ¢z�
F OWO aWOO
ui
Lu z0Z�O=Z~
u_ �w3z�3Zx
z zX2<mW00
O Oro a=F¢
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Q OZOOZO 0
F- '200LLU
faOw1=FOz
00 -Lu z�
¢ z10w�Ow0~
0
0 w�0 am,i
a
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
DP CHARTS
NON -INTERSECTED
AIDE
09/27/12
VG#:
REV.:
CWS-836
B
ALE:
SHEET
1:1
2OF10
pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" rrW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips
with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1 /4" ELCO ULTRACONS.
OPENING SIZE (in.)
39 1 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 318
97 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
c
42 314
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
48 314
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
O
531/8
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
57
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
48.1
w
63
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
49.4
47.3
68
50.0
50.0
50.0
50.0
50.0 1
50.0
50.0
50.0
50.0
50.0
50.0 1
50.0
49.8
47.6
M
72
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
50.0
45.4
44.0
75.375 1
50.0 1
50.0 1
50.0
1 50.0 1
50.0 1
50.0 1
50.0
1 50.0 1
50.0 1
46.8
1 44.0 1
40.0
DP CHART IS FOR:
INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END)
1522 CLIPS
- (4) #10 SCREWS INTO WOOD or METAL
- (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
1767 CLIPS
- (6) #10 SCREWS INTO WOOD or METAL
(6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
TWIN/rRIPLE
HORIZONTAL MULLION
VERTICAL MULLION
r
w
SINGLET
to
i
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z
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TWIN
a
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_ _ _ _ _
UNITS
LI
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iBELOW
MULL LENGTH -
I I
(_OPENING SIZE
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
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9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
• • 000 • • • • • • •
NORTH PORT, FL 34288
• • • • • • • • •
PH.941-380-1574
• • • • • • • • • • •
SHEET DESCRIPTION.
• • • "WTES► • • • • • •
DP CHART
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
DRAWN BY:
DATE
• • • • • BAfi(S) AWA3HED TOIi l6HOWN IN DASHES)
ADE
09/27/12
• • T GH TI It USE OFMMULIBA CLIPS. AN
•• • ii ••
• • • •IN E (:6TD M L BSI,+ WI L WAYS BE
DWG#:
REV.'
• • • • ATTAQHER TpTHE SUWVR4TEoNT BOTH ENDS.
CWS-836
B
• • 3. NON-Il4TER*ECTED MULL BARS CAN BE ATTACHED
9cALE:
SHEET
TO THE SUBSTRATE AND OTHER MULL BARS.
1;1
3 OF
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
• •
• •
• •
•
• •
• •
•••
•
•
•
•••
•
•
PART #
DESCRIPTION
H-1758
1 3/8" x 3" MULLION TU
#10 OR #12 HEX WASH
#10 x 1 1/2', PANHEAD
#10 FLAT WASHER
S-1897
MULLION CLIP
SEALANT
S-1895
DRIP CAP
S-1896
FLANGE ADAPTER
S-6018
MULLION INTERIOR CO
P-3486
MULL BAR CAP
1522-013
3" SLOTTED NEW CON
1522-006
3" SLOTTED T-CLIP
USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
7/16" 1— 1 3/4"
11
1/16"
MULLION INTERIOR
COVER S-6018
F-1 3/8" I
1
2131/16" 1/8"
L
3" MULLBAR H-1758
1/2"
T
I} 1/2"
1 1I/4" 10 11/1 9
L 1116" 1/16"
DRIP CAP S-1895
FLANGE ADAPTER S-1896
I--
TOP VIEW
21/16"-
7
1 3/16" 118"
MULLION CLIP 8-1897
U � \
A isv
SCORE, BEND AND BREAK i
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR
DETAIL A
TYR FIN FRAME 3:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
LINE ITEMS NOT USED:
5-6, 12
IN
O 1/4" (fYl
F —1 3/4" —+-1 3/8" —I
14
2 1/4"
L 4 7/8"
F-1522-013
NEW CONSTRUCTION / FIN INSTALLATION
FRAME TYPE
OPENING
"T" MULLBAR CLIP
(F-1522-XXX)
FLANGE
NEW
F-1522-013
RETRO
F-1522-006
FIN
NEW
F-1522-013
RETRO
F-1522-013
BOX
NEW
NOT RECOMMENDED
RETRO
F-1522-006
2
F-1767-001
F-1767-001
F-1767-004(L&R)
F-1767-004(L&R)
F-1767-001
F-1767-001
15
2 3/16"
F-- 4 7/8" �i
F-1522-006
• • • • • • • 4RETW 14FLANOF* CLIP
• •• • • • • ••• •
•• ••• • ••• •s• •
• • • • • • •
• • • • • • • • • • •
••• • • • • ••• • •
• • • • • • • • • • • •
••• • • • ••• • •
WINDOW SYSTEMS
19DO SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
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9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
BOM AND EXTRUSIONS I
ADE 09/27/12
VG #: REV.:
CWS-836 B
:ALE: SHEET
1:2 4 OF 10
1
"L" ANGLE 3" MULL CLIP, FIN (LEFT) F-1767-004L
OUTSIDE
"L" ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767-004R
FRAME TYPE
OPENING
"T" MULLBAR CLIP
(F-1522-XXX)
FLANGE
NEW
F-1522-013
RETRO
F-1522-006
FIN
NEW
F-1522-013
RETRO
F-1522-013
BOX
NEW
NOT RECOMMENDED
RETRO
F-1522-006
2 3/4' 2 1 /4"
1 5/8" (2 3/41
3/8" (2X)
F-1767-001 WINDOW SYSTEMS L_
F-1767-001 1900 SW 44TH AVE.
F-1767-004(L&R) OCALA. FLORIDA 34474
F-1767-004(L&R) WWW CWS.CC
F-1767-001
F-1767-001 3" PVC
MULL BAR
IMPACT
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1/2"
OUTSIDE
6 7/8"
"L" ANGLE 3" STANDARD MULL CLIP - F-1767-001
•• ••• • • • • • ••
•• ••• •• • • • ••
•• ••• • ••• ••• •
•• • ••• • • • •
• • • • • • • • • • •
• • •• • • • •• • •
•
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9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EXTRUSIONS
IAWN BY:
DATE:
AIDE
09/27/12
VG f:
REV.:
CWS-836
B
'ALE:
SHEET
1:2
SOF10
SEAL BEHIND FU
PRIOR TO ATTAC
TO MULLION
SEAL BEHIND FLA
PRIOR TO ATTACI
TO MULLION
FIN MUST BE REMOVE
WHERE WINDOV
CONNECT TO MU
IJIM4
APPLY SEALANT ALONG FL
LENGTH OF WINDOW FRAI
GROOVE PRIOR TO ATTACHII
cob
A HORIZONTAL MULL BAR SECTION I A�HORIZONTAL MULL BAR SECTION I A VERTICALMORIZ NTAL MULL BAR SECTION
s FLANGE FRAME WINDOW 6 FIN FRAME WINDOW a BOX FRAME WINDOW
I I
I I
---I----------------------- 1--------------------------
I I
i t 1 2 APPLY SEALANT ALONG FULL
11 1 2 I LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP
ADAPTOR
I Q I (l
OFIN MUST BE REMOVED 1
WHERE WINDOWS
CONNECT TO MULL 9
0
i DETAIL A
I I
SEAL BEHIND FLANGE 10 (SEE DETAIL B)
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 1 APPLY SEALANT ALONG FULL
PRIOR TO ATTACHING TO MULLION ALA QQ TO MULLION LPR OR Tj1'drAGFQaN • • • • •
�BIVERT'CAL MULL BAR SECTION VERTICAL MULL BAR SECTION • • • D = 1481. •
6 FLANGE FRAME WINDOW 6 FIN FRAME WINDOW • • • r•
I I L
I I
• • • • • • • • • •
Df'TAIL B • •
I I
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
••• • • • ••• • •
fflWINDOW SYSTEMS
19DO SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
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9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
MULLS
AIDE 1 09/27/12
CWS-836 B
ALE' SHEET
1.2 6OF10
CD CD
D CD
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TOP VIEW
FIN FRAME
5" MULLBAR (H-1760)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
SECTION VIEW A -A
4" MULLBAR (H-1759)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
SEE NOTE 1 7 11/16" MAX. EDGE DISTANCE
SEE NOTE 1
1]_/16" MAX. EDGE DISTANCE
7 �
1
19 SEE NOTES 1 & 2
1 19 SEE NOTES 1 & 2 (1 EA./CLIP)
(1 EA./CLIP) SEE NOTE 4
SEE NOTE 4
rG"� 5" HN RIZ. TO 3" VERT. MULLBAR SECTION 4 HOG TO 3" VERT. MULLBAR SECTION
SEE NOTI
DISTANCE
WINDOW SYSTEMS L-2! 1
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
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SEE NOTE 1@
9/26/2017
%C1 3" HORIZ. T03" VERT. MULLBAR SECTION
LUCAS A. TURNER, P.E.
7WINUUW
FL PE # 58201
1239 JABARA AVE.
• • • • • • • • • • • • •
• NOTES: • • • • • •
• • • • • • •
1. SLIDE CLIP INTa LOCAMSN AND *ECYRE@NIT;dMS 1j (OTY 1) AND 20 (OTY 1), AS
SHOWN ABOVE• • • • • • • • • •
• • • • • • • • • •
NORTH PORT, FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER,
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
MULL INTERSECTIONS
OF 9/32' AND A MINIMUM CENTER TO CENTER SPACING OF 1/2".
DRAWN BY
DATE:
• • • • • • •
3. THE ABOVE SECTpNS APPL,� TO ALLI�IJ�LBAR- LL AIR CONNECTIONS,
REGAR 1<SS OF ORIENTAT" ".e., F 'jONTAL R VE TI L . THE FULL LENGTH
MULL MVST�E THt SAME DIPTM, OR GREATER, T N T E IlTERSECTING MULL.0.
• • •00
4. INTERIOR MULL AISCHOR ATTACIOIMEN1•SCREW THRU VERTICAL MULL INTO MULL
CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL.
ADE
09/27/12
DWG t:
CWS-836
REV.:
B
scALE:
1 :2
SHEET
7 OF 1 O
•
• •
•
• •
•
•
• •
TWIN
VERTICAL MULLION
OPENING SIZE
TWIN
TT HORIZONTAL MULLION
I
co
w
0
L�-- MULL LENGTH --
NOTES:
TRIPLE
VERTICAL MULLION
OPENING SIZE
TRIPLE
HORIZONTAL MULLION
n
7
z
L
L
i
7
MULL LENGTH
TRANSOM OVER TWIN
VERTICAL MULLION
TRANSOM OVER TRIPLE
VERTICAL MULLION
nPFNINt: S17F
TWIN/TRIPLE
TWIN/TRIPLE
VERTICAL MULLION
HORIZONTAL
MULLION
T
OPENING
SIZE
z
L
J
s
L
- -,�
I
OPENING SIZE
MULL LENGTH -�
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
IIr HORIZONTAL MULLION
I
w
N
fp
ISINGLE1
i
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TWIN
W
OR
0
ITRIPLE1
UNITS
BELOW
I_— MULL LENGTH --I
WINDOW SYSTEMS 0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
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P 0WO aWod
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1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
z�
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
9/26/2017
2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9,
LUCAS A. TURNER, P.E.
3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION. • • • • •: : : • • • �:p : • • •
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED INS T 0IT S EIlGT�S LESS THAN THE
• � � I! ri
39 A # RA Al
123H JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
• •
MINIMUM SPECIFIED IN TABLE 1, SHEET 9. • 0 • • : • • • • t •
• • • •
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1 X BUCKS
SHEET DESCRIPTION:
CONFIGURATIONS AND
ARE OPTIONAL.
ANCHORAGE NOTES
6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUT 6I1 SIY2EtS 4-5. • 000 000 •
00 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND IWSTA • ED TO ICSF�R WIND LOADS TO THE STRUCTURE.
• •
DRAWN BY:
DATE,
DWG l:
REV.:
• •
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY HOT BG GRACK D. • • • •• • • •
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENT!?
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
CWS-836
B
SCALE:
1:1
SHEET
8 OF 10
••• • • • • ••• •
••• • • • •• ••
RETRO FIT
MULL BAR CLIP
SEALANT ALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1
ADD STRUCTURAL ELEMENTS
AS REQ'D TO MAKE LEVEL FOR
MULL BAR
MIN. EMBEDI
SEE TABLE 1
SUBSTRATE BY OTHERS �L \ \
SEE TABLE 1 I\
MIN. EDGE DIST.
SEE TABLE 1
/_ u ,VERTICAL SECTION
9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
3"
CONCRETE (2.85 KSI MIN.)
1
1
1
HOLLOW or - I 7-90
1 4
1-1 4
2-1 2
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-3/8"
7/8"
OR ELCO ULTRACON
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
#10-16 HILTI KWIK-FLEXOR ITW
FULL THREAD
(33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
7/16"
1/8" ALUM. (6063-T5 MIN.) OR
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
7/16
WI��SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
"L" ANGLE MULL BAR CLIP
TWO REQ'D PER EACH END OF MULL
3" PVC
MULL BAR
IMPACT
Q
Z Q Z 3
MULL BAR
I-
Ow0 aWOp
ZOZ
ll
W
¢�ZF
J
Z
Zmm<xwox
OF
,r
�I INSTALLATION ANCHOR
O ~ O CU Q = ¢
�I SEE TABLET
o
Z-rjZZF j0
—_ L ADD STRUCTURAL ELEMENTS
SEALANT ALONG ""`
Z
<
O Z U C Z V
~ - W O O tL U
OUTSIDE EXPOSED +4=' — AS REO'D TO MAKE LEVEL FOR
>
¢ 3 W = O Z
O
EDGE BY INSTALLER MULL BAR
¢Q
¢ Q F- U F Z uj
PERIMETER SEALANT
w
0 .52 =) w L) w
BYINSTALLER MIN. EMBEDMENT
INSIDE AND OUT
FE
CL
Z y 0- O J rn ~
= m O � 52
SEE TABLE 1
F~ In
d
a ¢ a
BY OTHERS
SEE TABLEE
- 1 MIN. EDGE DIST.
SEE TABLE 1
rE, VERTICAL SECTION
9 TYPICAL FLANGE ("L" ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
NOTES:
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
•• ••• • • •
2. SILL STOOL MUST BE FL4H AGAINST INGIDI OG M11LLZD UQINIZ ft
AFTER INSTALLATION. • • • • • • • •
• •• • •• • ••• •
3. RECESS RETRO MULLIONIOCIP 3/Y"1AX. F&I CL%9ANFE QF V.l DOW
UNIT AS NEEDED.
4. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3.
THREE (3) ANCHORS RWWIREG RER "L" oMULL C�_J?•SEE SHUTS 2-
0 • •
5. SEAT MULLION TIGHI:Tt MULCCLIP. • • • • •
•
• • • •
6. FOR ANCHORAGE DETAILS FOA THE WINDIW, hgPER TO Ti"WINDOW
SPECIFIC INSTALLATION DETAILS.
•••
•
•
• •
•••
•
•
z�z
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
FLANGE
AIDE 09/27/12
VG #: REV.:
CWS-836 B
ALE: SHEET
1:2 9 OF 10
RETRO FIT
MULL BAR CLIP
II
MULL BAR
_T
= 11 �,
INSTALLATION ANCHOR
SEE TABLE 1, SHT 9
JL
SEALANT ALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
oti°o
EXTERIOR FINISH
MIN. EMBEDMENT
BY OTHERS
,• oa - — — -�
SEE TABLE 1, SHT 9
PERIMETER SEALANT
BYINSTALLER
INS DEAN D OUT
SUBSTRATE BY OTHERS
,
SEE TABLE 1, SHT 9
^
MIN. EDGE DIST.
/
SEE TABLE 1, SHT 9
t' F^� 1 VERTICAL SECTION
10 TYPICAL FIN (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR
FOR FIN INSTALLATION
SEALANT ALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT —
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT 9
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
3" PVC
MULL BAR
IMPACT
•L" ANGLE
Q
Z
z 3 <Z3
Wwo
W-j o Q Z w
TWO EO'D PIER EACH END OF MULL
W
r
z O Z M-- I-
o
a(n�>0mr :a
MULL BAR
f(ll
LLL
Z
FW ZI-3:mS
z = M Q
OHO ¢_�¢
�JLJ!
U
o
UtnZCLPcA(L
z�-ZF-Z)U)
IF J'1`�-= INSTALLATION ANCHOR
H
Z
00 Z U �n z Z) U
O� Z
SEE TABLE 1, SHT 9
�I
< Q O W 0
z
Fa-
w
m}}OL
FiJ
OpwooWI
cr W
Q
a
ZO
w¢won>_
Fr ¢
3
MIN. EMBEDMENT
¢H a
i{ - -- SEE TABLE 1, SHT 9
MIN. EDGE DIST.
/ G VERTICAL SECTION SEE TABLE 1, SHT 9
10 TYPICAL FIN ("L" ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
X�
9/26/2017
LUCAS A. TURNER, P.E.
NOTES: FL PE # 58201
1239 JABARA AVE.
1. SILL STOOL MUST Bg tftisA A jAII`rTfNSIDE OF MULLED 1i WDOWS NORTH PORT, FL 34288
AFTERINSTALLATIgN. • • • • • • • PH.941-380-1574
• •• • • • • •
• • • • • • SHEET DESCRIPTION:
2. RECESS RETRO MULLION CLIP*/8'bM W. FpR:1-4MOICE bFg WINDOW
UNIT AS NEEDED. • • 900 • • • • • • • INSTALLATION DETAILS
FIN
3. FOUR (4) ANCHORS REQUIRED PER " f" MULL CLIP, SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. DRAWN BY: DATE:
•• ••• • ••• ••• • ADE 09/27/12
4. SEAT MULLION :IJHT TCtIv1ULL CL:P�• •
• • • • DWG #: REV.:
• • •
5. FOR ANCHORAGE DETAIl9FOR THE ';INa04, RtFER•TQ THE \NINDOW CWS-836 B
SPECIFIC INSTAL?ATIONIDETAILS. • • • • • SCALE: SHEET
1:2 10DF 10
•••
•
•
• •
•••
•
•
•••
•
• •
•
••
••
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 836B
September 26, 2017
Product Description: PVC 3" Mullion H-1758
Manufacturer: Custom Window Systems, Inc. 1900 S W 44`h Ave, Ocala, FL 34474 000000
Statement of Compliance: This report evaluates the above -listed product per the requirements oCFA; �
• •
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the regiio *events ofihe 6th
• • • • •
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. T11plaroduct testing;
�....�
standards performed are outlined below. •
....
. ..
.....
......
Technical Documentation: • • • • • •
0000
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North PQR'Ftoo 0
4,0
2) Approval drawing CWS-83613, signed and sealed by Lucas A. Turner, P.E. • 0
....:.
; • •
00
3) Test Reports NCTL-210-3833-1, -IA, -2, -2A, -3, and -3A, from National Certifietl.Testirrg
Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
000000
0•
000 0
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1999000
04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS-83613, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-836B.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-83613, using clips as shown in
CWS-836B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc. windows, please see separate individual
window unit approvals for applicable design pressures and for more details. The lower of the
individual window design pressures and the mullion design pressures shall apply to the entire
assembly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do 1 intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
'�Ik1111111llil't#,
O , t DREW 1 "i4
E IV
Lucas
4 : No 58201 9/26/2017
Turner
= * w -* = Lucas A. Turner, P.E.
2017-09-28
FL PE #58201
STATE OF :btu 9
07:30+20:00
-, ,�•.,,� �.,.�
E` •.OR1 .•
����S;,+ONA'
'11%;,�``
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search
F
. Product Approval
P r go
USER: Public User
t
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL5823-R8
Application Type
Revision
Code Version
2017
.
• •
Application Status
Approved
�•.• ;
• • •
•
•
Comments
• • • • • •
•
Archived
Q
• •
• . .
' •
••••
• ••
•••••
••••••
••••
• •
Product Manufacturer
Custom Window Systems Inc.
• • 000
•
• • : •
• • • • • •
Address/Phone/Email
1900 SW 44th Avenue
: • •; •;
•
• •
Ocala, FL 34474
' •
• ... ; •
(352) 368-6922 Ext 291
•
• • • •
•
jlathrop@cws.cc
•
.. .
•
•
• • • • • •
•
Authorized Signature
Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative
Arturo Monteverde
Address/Phone/Email
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category
Windows
Subcategory
Single Hung
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
t'j Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
it Validation Checklist - Hardcopy Received
FL5823_R8_COI_EvalReport155D.p�f
Standard
AAMA/ W D MA/CSA/ 101/I . S. 2/A440-05
ASTM E1886-02
ASTM E1886-05
ASTM E1996-02
Year
2005
2002
2005
2002
ASTM E1996-05
PA/TAS 201/202/203
Equivalence of Product Standards
Certified By
Sections from the Code
2005
1994
Product Approval Method
Method 1 Option D
Date Submitted
09/28/2017
•
••+•
••
Date Validated
09/29/2017
'.+' ;
••••
••••••
Date Pending FBC Approval
10/02/2017
•..•..
0
.••••• .
'
•
Date Approved
12/12/2017
foe***
•
•
+
�.�.•.•
•_w�_.
• � • • •
[Summary of Products _ _ _
FIL #
Model, Number or Name
Description " " • • • • 900000
5823.1
8100 Vinyl Single Hung
8100 Vinyl Single Hung ZImoac:) • •
• •
Limits of Use
Installation Instructs§ns • • • •
Approved for use in HVHZ: Yes
FL5823 R8—II CWS-159D gdf• • •. ; • • • • •
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201 ' •; • • •
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile, see Installation dwgs. for Max. size and
FL5823 R8_g€ EvalReport155D.p-df
DP. Outer lite in I.G. must be safety glazed when used above
Created by Independent Third Party: Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.2 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74
11/8" x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL5823_H_II_CWS-440C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. FL5823R8 AE EvalRego rt440C.pdf
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double SIngle Hung), Impact, 74
1/8" x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL5823_R8 II_CWS-491C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x FL5823 R8AE_EvalReport491C.pdf
72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.4 I SH-8100 Vinyl Single Hung Oriel I SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL5823_a2_II_CWS-295E.PDF
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823_U_AE_EvalReport295E.pdd
FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party: Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
Back Next
r
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CopyriQht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
®in®'—p�
Credit Card
Safe
.
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0940
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00
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SINGLE HUNG - LARGE MISSILE IMPACT
(SHOWN W/DIFFERENT OPTIONS)
54 3/8"
OVERALL FLANGE WIDTH
37 1 W
531/8" MAX. UNIT WIDTH OVERALL FLANGE WIDTH
48 15/16"
GLASS DLO
MAX UNIT WIDTH
3113/16" —
77 1/4" I I GLASS DLO
MAX. A
OVERALL I I A
FLANGE
HEIGHT
O33 63 1/4" - - -I-
OVERALL
GLASSSS I
76" I I DLO FLANGE
MAX. I I HEIGHT UNIT 1 O
HEIGHT 6,B
MAX
UNIT
X
Dl0 wont
D MAX
6 SASH
X
HEIGHT
V -
4 ^
I
l� I
-A
-
C
6
453�
LL
26-
GLASS DLO
GLASS DLO
491-1116'
MAX. SASH WIDTH
315[]6' -
MAX SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAILS...............................2
SECTION VIEWS & ALT. FRAME........3
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
B
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
QLvw
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA, FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS: "O/X".
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
ON TESTESSURE AND GLASS TABLES
ui 0-jo
ASTMELTR13100-04e01/Og
z
w a LU O w
5. ANCHORAGE: THE 33 1 /3 % STRESS INCREASE HAS NOT BEEN USED
w
0
LL
ZOZ ¢-?!z
a m � >- O ¢ 3' m
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
Z
Z i 2 a ¢ w 0 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
00
() aFj a0�0 I.
ANCHOR CALCULATIONS.
0Z
-m- Z
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP
LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL
¢
>_
OZVujZ�Um
� -' 2 O O w Z
¢ O W F F Z -
f 0 u
GLASS
OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
F
¢ ¢ } O
DLO
HURRICANE WINDS AND FLYING DEBRIS.
w¢
Z ¢a a w (n w
a0
d >
1
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
w P O z: ¢
USED AT FIXED MEETING RAIL AND JAMB.
¢
= d W 3 w rn
8. SERIES / MODEL DESIGNATION SH-8100.
rrr
4y r�
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
�J�y .ORE
..........T(�i�
GEIISPy4,
X = OPERABLE SASH, O = FIXED SASH
GLASS
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
J. �201 •• .��
: •
DLO
1
LOCATION.
# ;*
11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS.
�p01.STATE OF
'' .0 t;.•' •t�
R
12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62".
�FS�� O
LucasTurne
r
2017-09-22
11:38-04:00
•• ••• • • • • • ••
LOCATION
MAX.
DESIGN PRESSURE
esRATING
'
UNIT SIZE
IKVACT•RATlNG'
NON-HVHZ
53-1/8"x76„
+/-65 PSF
IeRiE IMIAt LEIMP.ACT
: • 0 • • ..
0
HVHZ
+/- 67.5 PSF
NON-HVHZ
36" x 62"
+65 / -75 PSF
HVHZ
+67.5 / -75 PSF
•••
•
•
•
• •
•••
•
•
•
•
•
•
•
• •
•••
•
•
'
•
• •
•••
•
• •
•
•••
•••
•••
• •
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•• •• •
•
ZZ
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
AWN BY: DATE:
ADE 06/10/08
/G r: REV.:
CWS-155 D
ALE: SHEET
1:1 1 OF6
7/8" OVERALL INSULATED GLASS
1/8' ANNEALED
7/16" AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
GLASS TYPE A
FIXED LITE
718" OVERALL INSULATED GLASS
1 EI" TEMPERED
7/16" AIRSPACE
s
5/16' LAMINATED GLASS
1/8" ANNEALED
.090PVB INTERLAYER BY DUPONT
1/8' ANNEALED
QUANEX DURASEAL
IG SPACER
18 PURFECT
GLAZE "H" OR SIKAFLEX 552
I
1 1/2" GLASS BITE
u
-7/8" OVERALL INSULATED GLASS
-1/8" ANNEALED
.7/16" AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090' PVB INTERLAYER BY DUPONT
11W ANNEALED
•QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
112" GLASS BITE
GLASS TYPE A
SASH LITE
-7/8" OVERALL INSULATED GLASS
-1/8" TEMPERED
7/16" AIRSPACE
5/16' LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
�SS BITE
• •• • • • • ••• •
• • • • • • • •
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
Q
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w
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LL
zpz m-Z-
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34268
PH. 941-380-1574
I'I II��UUIII "' I--, III III III GLAZING DETAILS
• • • • • • 000
• • go*
DRAWN BY: DATE:
• • • • • • • •• ADE 06/10/08
•• • ••• • •
• • • • • • • • • • DWG#: REV.:
GLASS TYPE B• • • • • • S TTI B S C PER FBC 2411.3.3.1 CWS 155 D
GLASS TYPE B SASH LITE • • • • SCALE.
FIXED LITE SHEET
1:1 20F6
•••
•
•
• •
•••
•
•••
•
•
•
•••
•
SECTION VIEW A -A
NO SWEEP LOCKS ALLOWED
FOR UNITS 36" x 62" AND UNDER.
ITEMS NOT SHOWN FOR CLARITY:
22, 27-28, 33-37, 43-45
INTERIOR
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
•
•
• • • • ZccT%'cVIE%&C• • •
• • ••
SWEEP LOCK REQUIRED
FOR SIZES OVER 36" x 62".
i•• •• • • • ••
• • • • • • • • •
• • • • •• • •
• • •
•
•
• •
• • •
•
•
• •
•
• •
•
• •
•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a z 3 az3
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o zo?}o�3m
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
AIDE 1 06/10/08
CWS-155 D
:ALE: SHEET
1:2 30F6
DESCRIPTION
Reinforcement for SBR
Sash Side Rail
Reinforcement for SSR
Glazing Bead
Keeper, Sweep Lock
#8 x 1/7, Pan Head, Tek
Sweep Lock
Barrel Fastener
Block & Tackle Balance
Purfect Glaze "W or Sika
W stp., 0.270 x 0.1
#8 x 2-1/2 PH Ma
#10 x 1 1/2" Panh,
x 1 1/4"
Screen Cloth
Screen Spring
Screen Pull Tab
Set Blk. 85 Dur. 1/8" x 5/8" x 2"
#8 x 5/8 Phil Pan One
PVC
MIKRON
PVC
MIKRON
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ZINC
SULLIVAN
STEEL
FASTENAL
ZINC
SULLIVAN
STEEL
FASTENAL
PVC
MIKRON
PVC
MIKRON
ZINC
FASTENAL
ZINC
FASTENAL
STEEL
INTERLOCK
STEEL
INTERLOCK
Wht
STEEL
FASTENAL
ALUMINUM
ALLMETAL
PLASTIC
M&M
RUBBER
DAPA
VINYL
WIER
STEEL
HURLEY
STEEL
HURLEY
RUBBER
FRANK LOW]
ZINC
FASTENAL
PLASTIC
M&M
RUBBER
TEAM
43
1 P-3059
Sash Cam
PLASTIC
M&M
44
P-3295
Take Out Clip
STEEL
SUMMIT
45
P-3342
Seam Sealer
SILICONE
SCHNEE
46
P-3752
Hole Plug
PLASTIC
M&M
47
H-6048
Frame Head, FIN, Single Hung
PVC
MIKRON
48
P-4959
W sm.. 0.420 x 0.187 back
NYLON
ULTRAFAB
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC FRAME FLANGE-6031
PVC FRAME FIN-6048
1 5/16"
4
7/8"
--
PVC SASH STOP - 6025
wi
3/6"
11
T 1/16"
REINF. S.B.R./S.S.R. - 1498
1 15/16"�
e
1 5/8" 4� �
1/16"
PVC SASH BTM. RAIL-6028
1 3/16'
10
1 5/
8"i
1 /16"
PVC SASH SIDE RAIL-6004
6
v1s"
PVC SCREEN CATCH -6013
r--2 3/16"
6
1'
1 /16"
PVC SASH TOP RAIL-6027
1 1/2"
4
2 1/16"
FIXED RAIL - 1836
9116"
5
1 5/16"
oas•
PVC FIXED RAIL COVER - 6063
FRAME CORNER
CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
5/16"
5
PVC SCREEN SUPPORT - 6014
3/4" 1
9 5/8 � 1/4"1
7/1 F� 1
15/il',� 7
1,16
�Zi
/16" I�
REINF. BTM RAIL-1699 • • • • R�NF,*T Oj R)V-1J97: • "C GLAZING 13EAD-6064
• •• • • • • •••
•• ••• •• • • • •••
1/2"
.. ... . 3116"
• • • •
• • • • • • • • • SiREW�•UI�pORT-3113
WINDOW SY5TEM5
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Z 3 "1Z3
p: ow0 QwoLu
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LL �w3Zr3gx
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W cr wo Www
LLmwa OJrnH
0 WF-0 mm¢>-
[L ~ a Ir a.
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE 06/10/08
VG I: REV..
CWS-155 D
'ALESHEET
1:2 4 OF 6
• •• •• • • • •• •• ••• • • • ••• •
15" MAX.
6" MAX.
6" MAX.
14"
MA)
(TYI
4"
4"
ANCHOR LAYOUT - (FLANGE)
SIZES OVER 36" x 62"
V MAX. (TYI
V MAX. (TYI
8"
MAX. O.C.
(TYP.)
`MTG RAIL
ANCHOR LAYOUT - (FIN)
SIZES OVER 36" x 62"
—1-1
6" MAX.
6" MAX.
10 13/1
MAX. C
(TYP.)
4"
4" MAX. (TYP
MAX. (TYP
8"
MAX. O.0
(TYP.)
gMTG RAIL
ANCHOR LAYOUT - (FLANGE)
SIZES 36" x 62" AND UNDER
29mMsd
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
(TYP.) WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
ANCHOR LAYOUT - (FIN)
SIZES 36" x 62" AND UNDER
Q
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ow0 awrpo
W
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0 PtVORE W T lt,
E N
6Pc:•x.�G g� GQ,i�I
J' No 58201
=ro: ice;
STATE OF !113
NOTES:
I!!rlp NAl--.0
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1 /16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
/2y____z'
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8.
9/222/2017
LUCAS A. TURNER, P.E.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BF.AED ffA:iBS:RAfrES WITH STRENGT6-* LESS THAN THE MINIMUM
1239 JABARA AVE.
NORTH PORT, FL 34288
SPECIFIED IN TABLE 1, SHEET 6. • • • • • • •
• •
PH.941-380-1574•
• • • • •
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BAY_ D W0861) ®U0KS,d0F Lka T!:'O SMVTRATE.
SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SU&M-RATED • • •
• • a
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
ANCHOR SCHEDULE AP
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY:
DATE:
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD:WD INS�ALLED TQI ANSFM WIND UOAD&TOoTHE STRUCTURE.
ADE
06/10/08
DWG r:
REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATESOAA4 NOT•BE C69A KEi • • • •
•(
• • • • • : • • !• • •
9. SEALING AND FLASHING FOR
CWS-155
D
STRATEGIES OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRONT VEFFSION OF THEPREFGRENCE DCtCtM9V9:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
SCALE:
SHEET
1:25
50F6
•••
•
•
• •
•••
•
•
•
•
•
••
•
••
• •
• •
•
•
•
• •
•••
•
•
•
•••
••
•
••
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
114" MAX. SHIM
SEE TABLE 1
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
1
MIN. EDGE DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
BY INSTALLER
INSTALLATION ANCHOR
IN AND OUT
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
1/4" MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND -
FLANGE BY INSTALLER
PERIMETER SEALANT -
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE i
1/4" MAX. SHIM
MIN. EMBEDMENT
SEE TABLE 1
I I MIN. EDGE DIST.
�� SEE TABLE 1
L 1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
-' PERIMETER SEALANT
BY
INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
rB') HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" I W TAPOON
1-1/2"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" RW TAPCON
1"
Z.
FLANGE
CONCRETE (285 KSI MN.)
3/16" ELCO ULTRACON
i"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/7
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1,3/8"
7/8„
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060")MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULLTHREAD
THRU 0.060"
7/16"
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/6" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
7/16"
2zmffl
MIN. EDGE DIST.
SUBSTRATE
SEE TABLE 1
BY OTHERS
1900 SW 44TH AVE.
SEE TABLE 1
OCALA, FLORIDA 34474
1/4' MAX. SHIM
WWW.CWS.CC
8100 PVC
SINGLE HUNG
SEE TABBLEDMENT
IMPACT
Q
Z ¢Z3
Op Q W
PERIMETER SEALANT
Z
W J o w
z�
BYINSTALLER
INSIDE AND OUT
W
O
U.
Z O Z ¢-
Q y - } 0 EC _;9: m
2 a¢ Zp
INSTALLATION ANCHOR
2 W O
SEE TABLET
0
01-0 Cj Q=Fx
SEALANT BEHIND
FIN BY INSTALLER
Z
0 rn� Z LL P U) IL
V -
\
OZ C7 U � n
/`Cl HORIZONTAL SECTION
F _ cn 0 tL U
F- H O
Q O}
�6J TYPICAL FIN ANCHORAGE
< F
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
H
O cc F } 0 O
W
lL xc/)0w InW
(n Q_ J
O
wFox E.�m}
a
F- a ¢3a
PERIMETER SEALANT -
BY INSTALLER • • • • • • • •
INS DE AND OIST • • • • • • • •
• MCIRIZONTeL 9F-CT•ON•
• •6 • B (F A IN TION
• • 000 yF•AD I� IL�SI LAB .LIAR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND I14GLUP%19 A BOAC -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
•
MIN. 1 / fI LETOF CON9T436)CTIGIPT-GRADE:ADHgSItE CAULK IS APPLIED
INSIDE N OU-C ULL PERIMETER, BIMNST.ALLE61. •
PRODUCT ANCWRAGE IS IjACVhDANCEeMTN R60UIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
•
•
•
• •
•
•
z�
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HEET DESCRIPTION:
INSTALLATION DETAILS
RAWN BY: DATE:
AIDE 06/10/08
WG t: REV.:
CWS-155 D
GALE: SHEET
1:2 60F6
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 155D
August 28, 2017
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up
to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard liV ..
..•.
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474•*
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the re4ir*rents o9dw &.h
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. 'LZ� pOlVduct testmL
standards performed are outlined below. �, • • •
•YY•
•YYYY•
Technical Documentation: 0 ' 0
0*0
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pprt,^ :"
2) Approval drawing CWS-155D, signed and sealed by Lucas A. Turner, P.E. •• • • •.
3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, -IA, -2, and -2A, by National CertiPldd•�
Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing
performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005
4) Supplemental Calcs. to support CWS-155D, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-155D.
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as
shown in CWS-155D
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered
required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11117.02t
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10'
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6"' Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
OtS9111011q
�,REW
'%S��� 'b �.........
Lucas
;��'�
Turner
-4 : No 58201 % 8/28/2017
2017-08-30
Lucas A. Turner, P.E.
15:59+20:00
.-9 STATE OF 1W: FL PE #58201
ID
''� 10t4A� E���.
O
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search
r
Product Approval
USER: Public User
i
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11103-113
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
0
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext221
amonteverde@cws.cc
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
® Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
0 Validation Checklist - Hardcopy Received
FL11103_R3_CQI_EvalReport298C.pdf
Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440-05
2005
ASTM E1886-05
2005
ASTM E1996-05
2005
TAS 201/202/203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
• • •See Sege••
• • s •
ummary of Produ ;'•-•'"•
FL #
Model, Number or Name
Description •ege
•
: • • • •
11103.1
SGD-8900 PVC Sliding Glass Door.
SGD-8900 PVC Sliding G4ass-Door.
: • • • •
• •. •.
Limits of Use
••••••
Installation Instructions •
••••
•
•••••
Approved for use in HVHZ: Yes
•
FL11103_g3_jj_
Sees
•.•••.
•
Approved for use outside HVHZ: Yes
Verified By: Lucas A. AIM*V201
•
•
Impact Resistant: Yes
Created by Independent Third PartyrYes
•
• • ••: •
Design Pressure: +60/-60
Evaluation Reports • .
••••••
.
g •
Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x
FL11103 R3 AE EvalRe h 8C.�df
• • • • • •
8'. Config. include OXXO, OXO, OX, XO. Glass complies to
Created by Independent Third Party!
Yes • •
ASTM E1300-04.
000•
Back 0Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
MM ®®®--
Credit Card
Safe
SLIDING GLASS DOOR - IMPACT
145 13/16"
MAX UNIT WIDTH
48 7/8'
MAX
PANEL WIDTH
41
GLASS S
16"
AAX1NIT
DLO_
iEIGHT
MAX'D
GLL
SSO
O
PANELLL
HEIGHT
C
"L
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS .....................1
SECTION VIEWS OXXO & GLAZING DETAIL.....2
SECTION VIEWS ONO & XO................................3
EXTRUSIONS & B.O.M.........................................4
ANCHOR SCHEDULE & NOTES ............................5
INSTALLATION DETAILS.....................................6
1
1
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.
2. GLAZING DETAIL: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO", "OX"
Qmmmsiv
1900 S FLORIDA4E.
1900 SW 44TH AVE.
W W W CW OCC34474
8900 PVC
4. DESIGN PRESSURES:
SLIDING GLASS
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
DOOR - IMPACT
TABLES ASTM E-1300-04e01 /09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
J
-
a z 0
INFILTRATION TEST PRESSURE, AND GLASS TABLES
ASTM E-1300-04e01/O9.
F
w � od
5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE
W
Z O Z ¢ Z
O0 En
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL
o
� w � Z i
WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
Z
z x i a ¢ w O O
CALCULATIONS.
O
O � O cj a ¢a
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
z
�Z
O O U uj j U
REQUIRED.
Q w W O O O z
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY
WELDED.
a
w
¢ ¢ O U ~ Z �i
O0cr U)pwCnw
96"
MAX UNIT WIDTH
48 7/8'
MAX
PANEL WIDTH
7I�
41
GLASS
16"
DLO
AAX
_
1N:T
1EGFIT
sa1/2'
MAX
PANEL
E
O
X
HEIGHT
86 3/8'
GLASS
IDLO
8. SERIES / MODEL DESIGNATION: SGD-8900.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH, O=FIXED SASH.
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS.
1
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
LucasTurne
r
2017-09-22
12:26-04:00
CONFIG.
MAX. UNIT SIZE
MAX. PANEL
SIZE
DESIGN PRESSURE
R TING'••
IMPACT RATING
••• ••• •
XO
96" x 9611
48-7/8" x 93-1/2"
• • •
• • • • •
+/-60•PSF: •
• • •
• • • • • •
L-ANCE MIEMILLNPACT
OXO
145-13/16" x 96"
OXXO
191-1 /8" x 96"
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
W (/1 W Q J (n
~F-
?=a ItQ-vJ
¢ w3 _.
a m ,
z :-
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AIDE I 06/03/08
CWS-298 C
:ALE: SHEET
1:33.33 1 OF 6
SECTION B-B
PAIR OF ANCHORS AT EACH CLIP.
SEE SHT 6 FOR SPACING
SECTION C-C
FIXED PANEL ATTACHMENT
NOTE:
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
OUANEX DURASEAL
IG SPACER
1" OVERALL
3/16" TEMPERED
3/8" AIRSPACE
7/16" LAMINATED GLASS
3/16" ANNEALED GLASS
.OW SENTRY GLASS IONOPLAST INTERLAYER
3/16" ANNEALED GLASS
PURFECT GLAZE"H"
SIKAFLEX 552
13/16" GLASS BITE
•• •• • • ••• •
• • • • • •
• • 1:1a3 • • •
SETTING BLOC
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
WINDOW SYSTEMS k_—ZI
1900
SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8900 PVC
SLIDING GLASS
DOOR - IMPACT
a
- 3 az�
ow0 In
0
zoz>O zm
u-
�w3z�3gx
z
zxi¢¢w00
ono axFx
o
U/n F- ZD-f-cncL
z�c-zr0Lo
OZOInZE)U—
F— o O LL Z
¢}
gm
a3.Owg0_
w
�o ri030 �
LLcnw�OJfAF-
d
0
wF0 Q-3:
F-
am .
a ¢�a
z�-
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HEET DESCRIPTION.
SECTION VIEWS - OXXO
AND GLAZING DETAIL
RAWN BY: DATE:
ADE 06/03/08
WG:1: REV.:
CWS-298 C
DALE, SHEET
1:2.63 20F6
SECTION D-D
SECTION E-E
• •• • • • • ••• •
•• ••• •• • • • ••
Qmffms
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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a a x3a
z�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS - OXO
AND XO/OX
• • • • • • • • • • • • • DRAWN BY: DATE:
s • i i WQTES� • ADE 06/03/08
• • • 1.gTE1NS NOW SHOWN GOF:CLARITY: 10, 26-32 DWG k: REV.'
• • 2.*/EAT•ICAL SECV8N C eBE SEEN ON SHEET 2. CWS-298 C
SCALE: SHEET
1:2.63 3 OF 6
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
5
X
_X5520
0.270 X.
5 15/16"
1
17M" P 9 0
1 /8"
��d❑d❑❑❑dam
PVC OUTER FRAME - 6042
3
3
4
2 11116"
1I6'
REINF. - 1993
1 718" 1 7/8" �
DI 4 D 6
5
9/16" 3 9/16"
1 /8"
g Ll
L 1KEYMARK ALUM PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033
FRAME CONSTRUCTION
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY WELDED
1:10
— , 1.— —1-1 I — nc (MAntl ALUM 1 11/16"
27 S-1930 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM 1/2' r 2" �21/16"
28 S-1726 REINFORCEMENT, ASTRAGAL, SGD KEYMARK ALUM 15/6"1I
29 S-1737 HIGHRISE SILL, ALUMINUM KEYMARK ALUM e e 5
30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 6 3
31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 21LT,
32 S-6046 SUPPORT WELD, SGD MIKRON PVC 33/16 1/16" 31116" 25/8" 115116"
33 GLASS (SEE SHEET 2) 1�•
34 H-6044 SCREEN CHANNEL MIKRON PVC 1/e" 1/16"
35 S-6045 SCREEEN ADAPTOR MIKRON PVC D
36 P-4278 WSTP., 0.Z X 1.25" DUST PLUG ULTRAFAB
37 S-1764 ISILL THRESHOLD COVER (8900) KEYMARK ALUM
38 P-4366 IWSTP., 1" X 7.1" X 07' DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737
PVC ASTRAGAL - 6043
BACK FIN ULTRAFAB 211/16" 2•
SULLIVAN PVC 21/8• 3/4"
T
v1s r
I�----� 5/8" 1 /2• �{ jam- (36� 1 3/9" 13116'
L 1/16"
8 3/L 1/6' ROLLER TRACK - 1930 L _ _ _
PVC SCREEN ADAPTOR - 6045
SILL THRESH COVER -1764 • • • • • • • • • • • • •
�"'
• • • • 0 0 0 W/CrMELD SUPPORT - 6046
7/8^ 2 1/16" • • • • • • • • • • •
2 3/16" -�I e • • • • • • • •
a 3/9" II1^--('^') 1�• • • • • �i�. a `• • • • 5/9,
4 2 1 1/8 3 I 30
1 1/2' 1 1I/4" s16
1 1 /16" ••• e•• •l 118" • •e• • 31
1/16" L • • 1/16" • • •
FIXED PNL SUPP:)%- 17:2 1/1s"
PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 • • • • • • • • • e :p SCREEN TRACK - 6041
• • REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD - 437 •
• • • • • • • • • •
• •• •• • • • •• •e
••• • • • ••• • •
WI� MS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9� 0 7
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE
06/03/08
✓G B:
REV.:
CWS-298
C
ALE:
SHEET
1:2
40F6
6" MAX.—
(TYP)
�-r 8" (TYP)
6' MAX.
(TYP)
12 MAX O.C. )
(TYP)
4- (TYP)
18" MAX. O.C.
(TYP)
i
i
i
I I I
ANCHOR LAYOUT
NOTES:
1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLET SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT gl?&ED VU:STDAT'�S PI114 SIREN8?HS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • •
• •• • • • • ••• •
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BE`POND WOOS BW-KE, 116USEDANTO SUBSTRATE. INSTALLATIONS
TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. IR&ALLA-MCINS T&NOLLOW CIOU91EWIRE THE USE OF 1 X BUCKS
BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL
•• ••• • ••• ••• •
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORb(1ND IN:TALLEDQ RA%f ER WINd�LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES WAY NpT Bi Clw[6 • • • •
• • •• • • • % • •
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURF? NT VL4ISION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS).
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
ADE
06/03/08
JG #.
REV..
CWS-298
C
'ALES
SHEET
1:20
50F6
SUBSTRATE BY OTHE
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT -
BYINSTALLER
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
SUBSTRATE BY OTHERS
SEE TABLE 1
SEALANT UNDER SCRE1
HEAD BY INSTALLER
TYPICAL HEAD ANCHORAGE
27116" MIN. i SEETAGEDIST.
i i i � SEE TABLEI
MIN. EMBEDMENT
SEE TABLE 1
1
-1/4" MAX. SHIM
INTERIOR
- SEALANT BETWEEN
SILL RISER AND FRAME
BYINSTALLER
MIN. EMBEDMENT
SEE TABLE 1
F--2 7/16 I --1 MIN. EDGE DIST.
MIN. SEE TABLE 1
Q VERTICAL SECTION
\,±J TYPICAL SILL ANCHORAGE
INTERIOR
114" MAX. SHIM
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT BY INSTALLER—/
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
%B1 HORIZONTAL SECTION
\6J TYPICAL JAMB ANCHORAGE
TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITN TAPCON
1"
3"
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1-3/4"
1"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16' ITW TAPCON
1"
3"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
2X MIN, SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-3/8"
1"
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
1"
16 GAUGE (0.060") MIN. STEEL STUD
#10-16 HILTI KWIK-FLEX OR ITW
FULL THREAD
(33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060
7/16
1/8" ALUM. (6063-T5 MIN.) OR
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.126'
7/16
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.0 KSI MIN.) OR
3/16" ITW TAPCON
1"
3"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.85 KSI MIN.) OR
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
MIN. EDGE DIST.
SEE TABLE 1
INSTALLATION ANCHOR
SEE TABLE 1
TWO ANCHORS PER
FIXED CLIP THROUGH
PRE -DRILLED HOLES
1/4" MAX. SHIM
FIXED PANEL
MIN. EMBEDMENT
SEE TABLE 1
FIXED PANEL
12•
EDGE DIST.
SEE TABLE 1
17
7/8'
❑
MAX. O.C.
•••
• •
•
•
FIXED PANEL CLIP
•
• •
• •
•
CLIP ANCHORS MUST
• •
• •
• •
• •
•
BE LOCATED A MINIMUM
•
•
•
DISTANCE OF 3" AWAY • •
• •
•
•
•
•
FROM ANY MAIN FRAME
ANCHOR.
INSTALLATION
•
• • •
• • •
•
ANCHOR (fYP)
•
• •
C
HORIZ NTAI
E TION
FIXED tANELCLIP eETlRIL
•
6
AXEDIANEL•ANEHORAGE
• •
••
•
•
••
• •
NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1.
• •• •• • • • •• ••
••• • • • ••• • •
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
Q
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Q
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F--u-mo u-Z
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
IAWN BY: DATE:
ADE 06/03/08
JG #: REV.:
CWS-298 C
ALE: SHEET
1:2.67 6 OF 6
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 298C
August 28, 2017
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the rcqu4eTents of;9*-'
• • • • • •
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the regLirenlents (fbg33 h
•,
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. 6eproduct testing
• • • • • •
standards performed are outlined below.
:....;
.... . ..
Technical Documentation:
.....
•
...... ....
1) This report, by Lucas A. Turner, P.E., at 1239 Jabara Ave., North RortpliL
.....
prepared ....
•. • • • •
2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. • • • : .
.'
3) Test Reports NCTL-210-3956-1 and -I A, from National Certified Testing Laboratories, f)j jandp,
• • •.:.
FL signed and sealed by Gerard J. Ferrara, P.E.
•
..
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA I'M /IA.2/A44(V 0.
......
2008, and ASTM E 1886/ 1996 2005 0000
4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298C.
Limitations of Use: This product:
• May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and
max. glass daylight sizes as shown in CWS-298C
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #14-0916.1 It
• Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10t
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'h Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will 1 acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-08-30
16:05+20:00
''j!!!1llilll//
AVq .��G E N SF..��Q,yi'.
c No 58201 ;ON
:1 L STATE OF 14U+
•.........
Z;_7
8/28/2017
Lucas A. Turner, P.E.
FL PE #58201
�r
' BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats & Facts ( Publications I Contact Us I BCIS Site Map Unks I Search
F'
Product Approval
p r USER: Public User
{
Product Aooroval Menu > Product or Application
Search > Application List > Application Detail
FL #
FL13010-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR. Approvals bytg%Ot fall
be,revie;ed and ratifi�i by
the POC and/or the Commission if rrwwry.
• • • • • •
•
•
Comments
• • ,
"" • •
Archived
soots*
Q ••••
• to
a••••
Product Manufacturer
•• ••
Custom Window Systems Inc.
••••
••••••
•
,,,,,�
•
Address/Phone/Email
1900 SW 44th Avenue : ` '
•
Ocala, FL 34474
• • • • • •
(352) 368-6922 Ext 291 •
; • `'''
•
jlathrop@cws.cc
• •
` •
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Jay Lathrop
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Windows
Fixed
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
pJ Validation Checklist - Hardcopy Received
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Pro ucts
Method 1 Option A
08/27/2018
08/27/2018
09/06/2018
FL #
Model, Number or Name
Description • • •.
13010.1
PW-8150 PVC Fixed Window
PW-8150 PVC Flg/Fin Fixed Window �•"
"'�"
Limits of Use
••••••
Certification Agency 6ertifwete •
......
Approved for use in HVHZ: Yes
FL13010_R7 C CA CA 1357 odf ,
Approved for use outside HVHZ: Yes
FL13010 R7 C CA WL3-1362.odf
• • • • • •
Impact Resistant: Yes
FL13010_R�CAC CAR I A§t562. df • ' •
' '
Design Pressure: N/A
Quality Assurance Confi7arci Ex IrallorMate
P
•
Other: PW-8150, 36" x 72" and 72" x 76" see installation
09/14/2019 ";''; • • •
• • • •+
detail for DPs. Large Missile Impact. In HVHZ may only be
••
Installation Instructions • • • • • •
• • • • • •
used u to 30ft above grade. Glass complies to ASTM E1300-
P 9 P
FL13010_ BZILC W S �33g� •
'
04.
Verified By: Lucas A. T�rne? 51201
Created by Independent Third Party:'fhf • • •
Evaluation Reports • • •
.. • • • •
LF 13010_BZAEvalReport4 3D.pd� "
' •
Created by Independent Third Party: 12S"
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL 1 _R7_C_CAC—CAR 138-261e2.p-d—f
Approved for use outside HVHZ: Yes FL13010_g7_C_CAC_CAR 138-705e2.pdf
Impact Resistant: Yes FL13010_R7_C_CAC_CAR 138-706e2.p-lf
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dip = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2019
72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010_R7_II_CWS-510C.odf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL1301 _R7_AE_EvalReport510C.pd
Created by Independent Third Party: Yes
13010.3
PW-8300 PVC Fixed Window
PW-8300 PVC FIg/Fin Fixed Window, 120" x 48"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010_R7_C_CAC _CAR 138-258e2.12-df
Approved for use outside HVHZ: Yes
FL1 010_R7_C_CAC_CAR 138-481e2.pdf
Impact Resistant: Yes
FLl 1 _R7_C_CAC_CAR 138-482e2.pdf
Design Pressure: +70/-70
Quality Assurance Contract Expiration Date
Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile
04/09/2019
Impact. Glass complies to ASTM E1300-04.
Installation Instructions
FL13010_R7_II_CWS-373C.pd
Verified By: Lucas A. Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
FL13010_R7_AE EvalRepo rt373C.pdf
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact, 48" x
72"'unit size - DP55, or 72" x 76" unit size - DP67.5 (DP65
outside HVHZ)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010_R7_C_CAC CAR 138-1093.pdf
Approved for use outside HVHZ: Yes FL13010 R7_Q_CAC_CAR 138-1320 e2.pd
Impact Resistant: Yes FL13010_R7_C_CAC_CAR 138-250.pd
Design Pressure: N/A FL13010_R7 CAC CAR 138-274e2.�df
Other: Sizes up to 48" x 72" unit size at design pressures of FL13010_R7_C_CAC_CAR 138-457.p_1f
+/-55 psf, or in sizes up to 72" x 76" unit size at design FL13010_R7_C_CAC_CAR 138-465.pLf
pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the FL13010_R7_C_CAC_CAR 138-534.122f
r,
uX
HVHZ, with max. glass daylight siies as shown in CWS-159E
Glass complies to ASTM E1300-04.
FC3010_R7_CCA _CAR 138-730e2.pdf
FL13010 R7 C_CAC _CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010_1_II_C W S-159E . pd
Verified By: Lucas A. Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
FL13 10_R7_AE_EvalRe ortl 9E.pdf
Created by Independent Third Party: Yes
Back M Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cirright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement 11e1und Statement
• • •••• •••••e
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mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 50.4874145•')yrsuant to Secfl
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455, F.S., please click here . • • • • • • • • •
Product Approval Accepts: 0000 • • • • • • • •
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Credit Card
Safe
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••••
PICTURE WINDOW - LARGE MISSILE IMPACT
- 37 1 /4" -
MAX. OVERALL
FLANGE WIDTH
36"
MAX. UNIT WIDTH
31 13/16" —
GLASS DLO
A f-
73 1/4" B I B
MAX.
OVERALL
FLANGE I I
HEIGHT I I
I O I I
MAX.UNT
I I
HEIGHT
I I I I
67 13/16"
GLASS
A
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.......1
ARCHITECTURAL SHAPES...................2
SECTION VIEWS & GLAZING................3
EXTRUSIONS & B.O.M...........................4
ANCHOR SCHEDULE & NOTES ............ 5
INSTALLATION DETAILS.......................6
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
99mo
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
1900 S E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
FLORIDA
IN ASTM E 1996 PER THE FBC.
W W W CFLORI34474
2. GLAZING OPTIONS: (SEE SHEET 3)
8150 PVC
"0". ARCHITECTURAL PES INCLUDE, BUT ARE
3 CONFIGURATIONOT
PICTURE WINDOW
LIMITED ON THOSE SHOWN ON SHEET 2.S:
IMPACT
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
¢
z 3 a z
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED TESTED PRESSURE, WATER
BL
EST PRESSURE AND GLASS
z
a
w J o K Z wINFILTRATON
ASTM E-1300-04e01/09.
w
z Oo z} O- m
5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
z
z = m ¢ m w p O
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
O ~ O (J ¢ _ �
a
N Z Z ~
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
p
z - I.- j
ANCHOR CALCULATIONS.
z
O-
00. vi
Hzwg0OOLLZ
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
¢
m ¢ O F � F Z
REQUIRED.
�
(
C,opHY(30i
7. ALL FRAMES ARE FULLY WELDED.
¢
z wa O -1 N cn
8. SERIES / MODEL DESIGNATION PW-8150.
O
a
W F0 (LM >-
cn
F m w 3 wa
cr
oHtln4ri
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
0 = FIXED SASH.
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
J,4p`NGENS�TGQ��'
LOCATION.
J No 58201 t 11 Z
LucasTurne
r
2017-09-22
12:37-04:00
• • • • • • ••
• •• • • • • •
•• 0 ••• •• • 0 • • ••
LOCATION MAX. UNIT SIZE DESIGN PRESS4JRE44ATING •••IMPAE}T RATING
ALL 36" x 72" +/- 7 P$F ; . •
NON-HVHZ 72„ x 76„ +/- 65•I?SF :' MISE MSSS11.9 IMPACT
HVHZ +/- 67.5 PSF
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 000 0 0
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
LAWN BY: DATE:
AAJ 11 /25/11
VG l: REV.:
CWS-433 D
ALE: SHEET
1:20 1 OF 6
0 C:)
FULL ELLIPSE (OVAL)
FULL CIRCLE
1/2 CIRCLE
1/4 CIRCLE
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME - MASONRY, WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOW ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR
• ♦PA•IIgME•,SUFIED AtONG4H136LENOWN OF THE PRODUCT.
• •• • • • • ••• •
•• ••• •• • • • ••
•• ••• • ••• ••• •
•• • ••• • • • •
• • • • • • • • • • •
• • •• • • • •• • •
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
o
Qmxm4s
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS CC
8150 PVC
PICTURE WINDOW
IMPACT
< z 3 <z3
F- ow0wfo awpo
o zozy0¢�m
LL �w3zr-3mx
z z=m<¢w00
0 OHO <_�¢
U UTn F-ZdFInD-
co
z p ::,
} i¢u-W000z
92 ¢¢F>-D
w p0¢co0wcnw
Fx Uw O1cnF
00 wF 0 a— >
a r a ¢ .w
z2
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
ARCHITECTURAL
SHAPES
AAJ 11/25/11
VG M REV.'
CWS-433 D
:ALE: SHEET
1:1 20F6
SECTION VIEW A -A
INTERIOR
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
■
7/8" OVERALL
3/16" ANNEALED or TEMPERED
1/4" AIR SPACE
7/16" LAMINATED
3/16" ANNEALED
J9,: KURARAY PVB INTERLAYER
3/16" ANNEALED
QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
21" GLASS BITE
GLASS TYPE
DP
A
+/- 75
B
+/- 65
nx76
+/- 67.5
7/8" OVERALL
3/16" TEMPERED
1/4" AIRSPACE
7/16" LAMINATED
3/16" HEAT STRENGTHENED
.084 KURARAY SENTRYGLAS INTERLAYER
3/16" HEAT STRENGTHENED
,QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
.W GLASS BITE
.00
GLASS TYPE A • • : • : • : • • • GLASS TYPE B
1:1 • • •• • • • •• • • 1:1
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Qmmmsffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8150 PVC
PICTURE WINDOW
IMPACT
a z 3: az3:
F ow0 Qwoo
w zOOz ¢�?�
0 ¢tn3>o¢3m
u- 1-w
z z=i¢¢w00
0 0coOV¢Pcoa
rn Z a
F— W H O W Z
<Q0�-F0_
W O(n wrnC) JFr
rnW
a.a
[n I-
0 co
0 wF0 p—
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
IAWN BY DATE:
AAJ 11/25/11
VG #: REV.:
CWS-433 D
'ALE: SHEET
12 30F6
PARTS LIST
ITEM
PART#
DESCRIPTION
VENDOR
MATERIAL
1
H-6025
SASH STOP
MIKRON
PVC
2
K6048
FIN FRAME
MIKRON
PVC
3
K6049
FLANGE FRAME HEAD
MIKRON
PVC
4
H-6049
FLANGE FRAME SILL
MIKRON
PVC
5
K6049
FLANGE FRAME LEFT JAMB
MIKRON
PVC
6
1 I -6049
FLANGE FRAME RIGHT JAMB
MIKRON
PVC
7
P-3113
SCREW SUPPORT FOR PVC
8
P-3352
SETTING BLOCK 85 DUROMETER 1/8" x 5/8" x 2" LG.
FRANK LOWE
RUBBER
10
P-4648
SIKAFLEX 552 OR HENKEL PURFECT GLAZE "H"
SIKA / HENKEL
11
S-6064
GLAZING BEAD 7/8" O.A. I.G.
MIKRON
PVC
12
GLASS
SEE SHEET 3
CARDINAL
GLASS
LINE ITEMS NOT USED
9
2
PVC FRAME, FLANGE - H-6049
3/16"
1 /2" ��— 3"
O r 7
SCREW SUPPORT - P-3113
31
PVC FRAME, FIN - H-6038
FRAME CORNER CONSTRUCTION�)
WINDOW SYSTEMS/MMLM
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
CORNER WELD (ALL SIDES)
8150 PVC
SCALE 1:8
PICTURE WINDOW
IMPACT
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ow0 awco) o
w
zooz Q=�F
O
am—>Om3m
LL
z
�w�zr3�=
z=iQmwoo
O
U
OHO Q=Fm
Ucn~Za- Pcna
o
z—� zr�cn
U-
Q
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F--LL2OO I1_Z
Q
2QOFFFO_
mm>cnU—Zcri
O 0¢ 0 O o w
w
m
w
ZTw OJwI-
a=¢>-
0
I,
0
wFa
a ¢3w
16" 3/16' 15/16"
718• 11 7/8• 1
L
ins'
PVC GLAZING BEAD - S-6064 PVC FILLER, SASH STOP - S-6025
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
•• ••• • ••• ••• •
•• • ••• • • • •
• • • • • • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
-IEET DESCRIPTION'
BOM AND EXTRUSIONS
RAWN BY: DATE:
AAJ 11/25/11
NG#: REV.:
CWS-433 D
,ALE SHEET
1:1 40F6
6' MAX. (TV
6' MAX. (fY
7 3/4"
MAX. O.C.
(TYP.)
NOTES:
ANCHOR LAYOUT - (FLANGE)
DP +/- 65 PSF and +/- 67.5 PSF
.E2 12" MAX.O.1
6' MAX. (fYI
6" MAX. (TYI
INSTALLATION
ANCHOR (TYP.)
12"
MAX O.C.
(TYP.)
ANCHORLAYOUT- (FLANGE)
DP +/- 75 PSF
4" MAX. (TY
-2 4" MAX.(fY
INSTALLATION
ANCHOR (TYP.)
8"
MAX O.C.
(TYP.)
ANCHOR LAYOUT - (FIN)
ALL SIZES AND DPs
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
WINDOW SYSTEMS E
19DO SW 44TH AVE.
OCALA, FLORIDA 34474
NOTE WWW.CWS.CC
8150 PVC
PICTURE WINDOW
IMPACT
a
F
i 3 az3
0.0 w w o p
INSTALLATION
o Lu
LL
Zww>-OMoz zm
H w 3 z~ 3
ANCHOR (TYP.)
Z
O
m_
Z m M Q¢ W 0 0
OI-0U))OVarv)(L
Z
r-OMOOLLZ
>
w- ¢ 20_
11
L0M U)0 w 0 w
zLnw
0
w~¢ a.mm
'L
(L mad
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1 /4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHOR9SHALL 0 * BD U9ED4N 9UB3TR*TE6 WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 6. • • • • • • %:
• • •
• • • �•• • • �•
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEj)W9NTMLL1,.,_$IElQNU V:Oy E4)GKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE,
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD 44P W&L. • • • • • • • •
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEBROF REOORD AN; PISTALOED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY-.SU:STR:T•ES?AA? N(;f Br CgAdkED.: •
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE•CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
000 • • • • • • • • •
• • • • • • • •
• % •• • • • % ••
000 0 0 0 000 0 •
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
AAJ 11 /25/11
/G #: REV.
CWS-433 D
ALE: SHEET
1:1 50F6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST
SUBSTRATE BY OTHERS / / / / / / SEE TABLE 1
SEE TABLE 1
PERIMETER SEALANT I
INSIDE AND OUTSIDE MIN. EMBEDMENT INSTALLATION
BY INSTALLER SEE TABLE 1 r///d I i SEE TABLE 1
SEALANT BEHIND
1/4' MAX. SHIM
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
II Il I HEAD BY LANT NSTAL ERREW
SEALANT BEHIND Ir 1/4" MAX. SHIM
FLANGE BY INSTALLER Or1n n 1
MIN, EDMEt.
PERIMETER SEALANT
SEE TAABB LE i
INSIDE AND OUTSIDE
BYINSTALLER
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST,
SEE TABLE 1
VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT SUBSTRATE BY OTHERS E/�QGL{,
SEE TABLE 14111
SEE TABLE 1 WINDOW SYSTEMS III( IL/Ji(
1 /4" MAX. SHIM MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4" MAX. SHIM SEE TABLE 1 OCAA, FLORIDA 34474
MIN. EDGE DIST. WWW.CWS.CC
�T�SEE TABLE 1
�— PERIMETER SEALANT
INSIDE AND OUTSIDE
BYINSTALLER
SEALANT BEHIND
FLANGE BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE I: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" IIW TAPOON
T.
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-3/4"
2-1/2'
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3116' I1W TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
YtHIMt I tH JI
INSIDE AND OF
BYINSTALLER
N. EMBEDMENT
KSEETABLE1
Tf'
0
8150 PVC
PICTURE WINDOW
IMPACT
a
3. az
PERIMETER SEALANT
INSIDE AND OUTSI E
Z
W H O a k- W
BYINSTALLER
W
9
Z O Z ¢= H
Q(n�} O Q� m
INSTALLATION ANCHOR
TABLE T
Z
=Qw0SEE
Z2gp
SEALANT BEHIND
0
O ~ 0 (j 4 2 I -
Z I.= d
FIN BY INSTALLER
Z-
Z I.
O'
HORIZONTAL SECTION
Z
O U Uj U
H--,Mo LLU
TYP6 ICAL FIN ANCHORAGE
>_
<
Q O F
HEAD
D AND SILL SIMILAR AINSTALLATION R FOR FIN INSTALTION
m F' Z (
W
OO¢NOWIoW
wow W J yr
a=O
WH¢ wIrU)d-
•• ••• • • •,•
• • ••
• • YD� \ =10FfZOI•ETASSECTION
• • • • jjOX4F9WE INSTALLATION
• • • • • YEAR AND SILL 96MILAR FOR BOX INSTALLATION
•• ••• •• • • • ••
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
• 4UP4r8AND INS LUDINC BOX-Ff'�1i ME �%LICATION IS ACCEPTABLE PROVIDED:
• • - MiN. 1/6" FVI:T OF CONSTRUCTICLCIADE ADHESIVE CAULK IS APPLIED
• INME AND OtlT311DLLD, FULL PERIMPTM, BY INSTALLER.
• PRODUCT ANCHOAAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
X�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
SAWN BY:
DATE:
AAJ
11/25/11
NG f:
REV.:
CWS-433
D
''ALE:
SHEET
1:2
60F6
Y URNER
r
ENGINEERING &
CONSULTING, INC.
Product Description: Series 8150 PVC Fixed Window, Large Missile Impact
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 433D
August 28, 2017
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product t esl jng
standards performed are outlined below. •
. . ....
......
Technical Documentation: ...... :""'
....:.
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port,;F.L•
•
2) Approval drawing CWS-433D, signed and sealed by Lucas A. Turner, P.E. • • • • ; • •
:*see:
. • • .
3) Test Reports NCTL-210-3566-1, -1 A, -1 B, and -1 C, and NCTL-210-4011-01 "1'A, -02, and 7A,
";'' .
from National Certified Testing Laboratories, Orlando, FL signed and sealecrg; "arard J. :"•
""'
....
Ferrara, P.E., with testing AAMA/WDMA/CSA 101/I.S.2/A440-.0./�
......
performed: �•;ASTM
E1886-05 and ASTM E1996-05/09 and TAS 201 202 203 1994
••
•
4) Supplemental Calculations to support CWS-433D, signed and sealed by Lucks A..Turner;PI.!.*
.
..
.. . .
Installation: Units must be installed according to approval document CWS-433D. 0000
Limitations of Use: This product:
• May be used in O config. in sizes and with glass DLO sizes as shown in CWS-433D
• Achieves a design pressure of +/-75 psf in unit sizes up to 36"02"with 3/16Ann (or Tempered) —
Air — 3/16Ann-.105PVB-3/16Ann glass minimum. Achieves a design pressure of +/-67.5 psf in
unit sizes up to 72"x76" with 3/16 Tempered — Air — 3/16HS-.090SGP-3/16HS glass minimum.
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires the use of tempered outboard glass above 30 ft of grade in HVHZ
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA #16-1117.021 in DP 75 units
up to 36"x72", and requires Kuraray (Dupont) Sentry Glas Interlayer per Miami -Dade NOA 14-
0916.11 t in DP 67.5 units up to 72"x76"
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.10t
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6" Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas y -+;' No 58201 :-P
i
Turner " * � * = * _=
2017-08-30 ° ' a
:� : STATE OF . ki: $/28/2017
16:15+20:00 ',�.�••.� P.: .`
•,�ccs.� oq; o. p��.� Lucas A. Turner, P.E.
��hs!0NA4Eq•�` FL PE #58201
6!
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USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL16736-R2
Revision
2017
Approved
0
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Windows
Horizontal Slider
sees
sees••
•
•
••e•
•
sees
•
• •
e••e••
•
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Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
(1 Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
® Validation Checklist - Hardcopy Received
FL16736_R2_COI EvalReport871C.pdf
Standard
Year
AAMA/ W DMA/CSA/ 101/I . S. 2/A440-08
2008
ASTM E1886-05
2005
ASTM E1996-09
2009
PA/TAS 201/202/203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/28/2017
09/29/2017
10/03/2017
12/12/2017
umma of ucts
FL #
Model, Number or Name Description • • • • • • • • • • • •
16736.1
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal Slider IMPAf f-?-; c 6� I•OX.
•••••i •' '•.• •.
Limits of Use
Installation Instructive • • • • •
Approved for use in HVHZ: Yes
•
FL16736_g2_jLCWS_S71Godf • • . : "• 0
Approved for use outside HVHZ: Yes
Verified By: Lucas A. lillge"r�'$201 ; *,so
Impact Resistant: Yes
**:so*
Created by Independen tt Ihlrrq Party: Yeis� 0.0
Design Pressure: +60/-60
. • • 0
Evaluation Reports • .
%
Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in
• • • •; •
FL16736_R2 AE Evalaoft'$71C.pdf o
I.G. must be safety glazed when used above 30 ft. in HVHZ.
Created by IndependeprT§it4 Party: Yes• • •
Glass complies to ASTM E1300-04.
• • • • • • • • • •
16736.2
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal•91ide; IMPA f% 1•l' x 63"! XOX
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16736_R2_II_CWS-869C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in
F 1L 6736_U_AE_ valRel2ort869C.12d
I.G. must be safety glazed when used above 30 ft. in HVHZ.
Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
Back E Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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HORIZONTAL SLIDER - LARGE MISSILE IMPACT
751/4" MAX. OVERALL FLANGE WIDTH
74" MAX. UNIT WIDTH
GLASS DLO-7
-- -- 1414- I -- I -
64 1 /4" '
MAX.
FLANGE B
HEIGHT
UNIT
��II O IIIII
HEIGHT X I
I
58 13116"
GLASS
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
SECTION VIEWS & GLAZING DETAILS....2
EXTRUSIONS & B.O.W ..............................3
ANCHOR SCHEDULE & NOTES................4
INSTALLATION DETAILS ...........................5
No
—33" GLASS DLO —
36 5/16" MAX. SASH WIDTH
B
59 9/16"
MAX.
SASH
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
99imm
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA, FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
www.cws.cc
2. GLAZING OPTIONS: (SEE SHEET 2)
8200 PVC
3. CONFIGURATIONS: "OX "XO°.
HORZ. SLIDER
4! DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/O9.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
w o ¢ w O
ASTM E1300-04e01/Og
z
O w
5. ANCHORAGE: THE 33 1 /3 % STRESS INCREASE HAS NOT BEEN USED
w
0
LL
zOz ¢_?r
a m 3 > O ¢ 3. m
¢ ~¢ o
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR
z
z = m w O
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
O
O � O ¢ _ ¢
m H a
ANCHOR CALCULATIONS.
0
z c- z Z j
~
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
4
U�
z w i p O LL
z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
¢
< ¢ O w F m O
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT
F
¢ ¢ } O
¢
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
w
O (n o w CO w
FLYING DEBRIS.
¢
a
z m w O -j U) H
wry woxU)
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
¢
_
a Cr3 a
USED AT FIXED MEETING RAIL AND HEAD/SILL.
LL
~
�Wunrrr
MODEL
DDESIGNATION
9. THE DESIGNATION AND O STAND FOR THE FOLLOWING:
`C�y 0..0
X = OPERABLE SASH, O = FIXED SASH
t" No 58201 : T
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
"�
LOCATION.
S
STATE OF , 41
1.11.
EXTERNAL WEEP SLOT = 1 /4" x 1" LOCATED 4" FROM BOTH ENDS.
SOTS :& n.. � 0It f"F
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
G•
•
•
•
MAX. UNIT SIZE
DESIGN PRESSURE RATIN
IMRA T TM
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
LucasTurne
r
2017-09-22
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
13:58-04:00
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 10/10/13
JG#. REV.:
CWS-871 C
'ALE: SHEET
1:15 1 OF5
INTERIOR
SECTION A -A
SECTION C-C
ALTERNATE FIN FRAME
INTERIOR
SECTION B-B
NOTE: FIXED LITE AT HEAD
AND SILL IS SIMILAR.
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASH
(ITEMS 35 & 36)
ROTARY LOCK (fYP.)
ONLY ENGAGED PRIOR
TO HURRICANE FORCE WINDS.
LOCATED AT THIRD POINTS
X I (ITEM 27)
••
HEAD IMPACT HOOK AND • • • • • •
JAMB ROTARY LOCK LOCATIONS* • • 000 • • •
1:20 : % • • i i • • AS&T4E A
• • • • • 1:10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
7/8" OVERALL
1/8" ANNEALED or TEMPERED
7/16' AIRSPACE
5/16' LAMI
1/8' ANNEALED
AM DUPONT PVB INTERLAYER
1/8" ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
—1/2" GLASS BITE
QUANEX DURASEAL
IG SPACER
\YWlii" om j]
WINDOW SYSTEMS u
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
< - 3 <z3
F Owo awoo
W zOOz m=—L
0 aw1>-0M3'm
ILL Fw ZF-3:2=
Z zzm<mwoo
OHO <=r¢
Uv)�-z Pc1D_
o z—�—zF�v�
Z OOOvi -
< H�w.Ou-z
¢ a30W—m0—
¢ m m
W¢ r>w U ZWQ0¢
La0?vjO W to
�cc �¢O wQ W�
a L fr IL
No 58201
STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
IAWN BY: DATE:
AIDE 10/10/13
IG #: REV.:
CWS-871 C
ALE: SHEET
1:2 20F5
PARTS LIST
ITEM
PART/
DESCRIPTION
VENDOR
MATERIAL
1
H-1497
Reinf. Sash Meet. Rail
Keymark
Alum
2
H-1699
Reinf. S.B.R./S.S.R.
Keymark
Alum
3
H-1836
Meet. Rail, Fxd.
Keymark
Alum
4
H-6052
Sash Top/Bot. Rail
Mikron
PVC-
-5
H-6048
Main Fr., SH, w/ Fin., PVC
Mikron
PVC
6
1 H-6050
11ash Meet. Rail, PVC
Mikron
PVC
7
1 H-6051
JSash Side Rail, PVC
Mikron
PVC-
-8
H-6049
Main Fr., SH, w/Flg., PVC
Mikron
PVC
9
P-3029
Screen Pull Tab
Summit
10
P-3033
Screen Spring, SS
Hurley
11
P-3113
Screw Support, PVC
Team Plastic
Rubber
12
P-3218
Screen Frame
Allmetal
RollForm
13
P-3228
Screen Spline, .155 Dia., Blk.
Dapa
14
P-4754
IScreen Frame Corner Key
Allmetal
Nylon
15
P-3342
Seam Sealer, SM-5504
Schnee
Silicone
16
P-3352
Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg.
FrankLowe
Rubber
17
P-3429
Wstp., 0.270 x .187 back FinSeal, Gr
Ultrafab
18
P-3539
#8 x 3/4" Square TEK 2 Zinc
Fastenal
Steel
19
P-4730
#8 x 1/2" Truss PH TEK 2 Zinc
Fastenal
Steel
20
P-3752
Cap Plug, 1/2" Hole
M&M
Nylon
21
P-3783 or
P-5250
Spring Lock, Impact, PVC
Interlock
22
P-4779
Roller, Tandem
M&M
Nylon
23
P-4051
#8 x 1 1/4 Ph FH TEK, Wht.
Fastenal
Steel
24
P-4069
Keeper, Impact, PVC
Interlock
25
P-4479
Weep Cover w/ Flap
M&M
Nylon
26
P-4638
#8 x 2 1/2 Ph Truss SMS
Ajax
Steel
27
P-4958
Rotary Lock
Sullivan
Zinc
28
P-4952
Keeper, Rotary Lock
Sullivan
Zinc
29
P-4959
Wstp., 0.420 x .187 back FinSeal, Gr,
Ultrafab
30
P-4633
Barrel Fastener
Fastenal
Steel
31
S-1112
Reinforcement, Head
Keymark
Alum
32
S-1498
Reinf. S.B.R./S.S.R,
Keymark
Alum
34
S-1776
Roller Track
Keymark
Alum
35
S-1999
Frame Hook, Head, Impact
Keymark
Alum
36
S-2000
Panel Catch, Head, Impact
Keymark
Alum
37
S-6005
Anti Lift
Mikron
PVC
38
S-6013
Scm. Adapt., w/ Nib, PVC
Mikron
PVC
39
S-6014
Scrn. Adapt., PVC
Mikron
PVC
40
S-6063
Fixed Rail Cover
Mikron
PVC
41
S-6064
Glazing Bead
Mikron
PVC
42
GLASS
SEE SHEET 2
CARDINAL
GLASS
43
1
1Purfect Glaze "H", SikaFlex 552
1 Henkel / Sika ISilicone
3 1/8"�
e
J -
2 11 /16"L3
ill 6"
PVC FRAME FLANGE-6049
3 118"
1 1/2"
3
5
9/16" Q 1/16' 21/8" 1/16'
I� 1"
FIXED RAIL - 1836
PVC FRAME FIN-6048
2 3/16" 1 15116" �{ 1 3116"�{ 9/16'
s I 14
IL
7 40
1 5I/8" 1 5/8• , S116"
1116" I q 1/16" q 1/16" ,/16^
PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FIXED RAIL COVER - 6063
0 3/16"
O
1 5/16"
35
78" 1/16"
PLAN VIEW-1999 HEADIMPACTHOOK -1999
0 3/16"
O
L 6'
5/8
T- 36
5/8"
L
PLAN VIEW-2000
r 3/16'
L 3' 1/2'
11
SCREW SUPPORT-3113
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
33
CORNER CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
M.-
�- -.
�E;
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
5 3/4" /--�
-j�--I- � � I 2
1" 1 15, 16"
L L
SASH MTG. RAIL-1497 SASH REINF. - 1699
�{I
3/16"� 3/4"
j�
L'' I 34
1ns" Ins"
S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776
l4r 7/8" 1
41
7re 9/1►6T31
•
J� 1/16"
PVC GLAZEBEAD - 6064 GLAZE BEAD - 1112
PANEL IMPACT CATCH - 2000
1/2. /8" I
3/8• 1 5/16"
3
L 38
1/16"
1116•
• • • • •
• •
• •
• •
•
• •
Fy/•CS•CR♦tEN CATCH - 6013 • •
PVC ANTI -LIFT - 6005
• ••
• •
• •
••• •
39
1/16"
• • • • •
•
• • • PVC S�VJN SUPPORT - 6014
•• •
•••
•
• • •
• • • •
• •
•
• • • •
• • ••
•
• •
•• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS CC
8200 PVC
HORZ. SLIDER
IMPACT
Z 3.
3 az0
W ZJOZ ¢=ZW
u- 1,-W�zl�-3gx
z z=iaa=WOp
O Om�OaPina.
yZ
Z O Z)-Zno-
Y Q3:0W—=O_
zNW MM BCD
O W~¢ word
a a M�nW-
zZ-
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
BOM AND EXTRUSIONS I
ADE 10/10/13
✓G R: REV.:
CWS-871 C
:ALE: SHEET
12 3OF5
121/2' MAX.0.
6' MAX. (TYP.)
6' MAX. (TYP.)
17"
MAX. O.C.
(TYP.)
NOTES:
ANCHOR LAYOUT - (FLANGE)
2
INSTALLATION
ANCHOR (TYP.)
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
4" MAX. (TYP.)�t 8" MAX. O.C. (TYP.)
4' MAX. (TYI
8"
MAX. O.C.
(TYP.)
ANCHOR LAYOUT - (FIN)
WINDOW SYSTEMS u
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
IOTE2 WWW.CWS.CC
8200 PVC
INSTALLATION HORZ. SLIDER
ANCHOR (TYP.) IMPACT
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
•• ••• • • • • • ••
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS:SHALL NO* BE WWD4N SUB&TRRTE6 WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • + • • •
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMEVSHAL V 130014D WfOOD 9UCKS *IF!USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD ANp RAETAL.: • • •: •: • • • •
•• • ••• • • • •
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RE010RD •.NL•INWAPLED T(PTRAINSFER VAND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRYSU SSTRRTtS MAY NOr BE CRACKED. • • • •
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• 0 0
Q R. ¢Z�
P O w 0 Q w Op 0
_0 ZOW?>O¢Zm
w F-w ZF3g2
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Z Z0
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mcc 3'0�
¢ ZSnw�OJlnH
a
0 w�0 M1:
a: w ¢¢
a F- a ¢�a
z z-
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
ADE 10/10/13
✓G # REV.:
CWS-871 C
'ALE: SHEET
1:20 40F5
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATEBYOTHERS
QMOMM
MIN. EDGE DIST.
1/4" MAX. SHIM
SEE TABLE 1
MIN. EDGE DIST.
SUBSTRATE
1900 SW 44TH AVE.
SEE TABLE 1
SEE TABLE 1
BY OTHERS
SEE TABLE 1
OCALAwww. FLORIDA 34474
SUBSTRATE BY OTHERS
1/4" MAX. SHIM
WWW.CWS.CC
SEE TABLE 1
MIN. EDGE
DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
8200 PVC
BYINSTALLER
ANCHOR
INSIDE AND OUT
SEE TABLE 1
HORZ. SLIDER
M MIN. IN EM.
SEALANT BEHIND
SEE TABLEDMENT
IMPACT
FLANGE BY INSTALLER
1/4" MAX. SHIM
0
a
3. azo
LT
PERIMETER SEALANT
Z
W Lu Op Q W o W
PERIMETER SEALANT
BY INSTALLER
BYNSTALLER
INSIDE AND OUT
W
0
Z O Z = F
Q to 3> O a:3. 6-3
SIDE AND OUT
INSTALLATION ANCHOR
Z
Z= i a Cr W p p
INSTALLATION ANCHOR
SEALANT BEHIND
FLANGE BY INSTALLER
SEE TABLE 1
SEALANT BEHIND
O
o
O F- 0 U a = I.-Ir
rn to Z ~ fD a
Z z� Z)�
SEE TABLE 1
FIN BY INSTALLER
Z
O C1' � U
ZOO
HORIZONTAL SECTION
(�C1 HORIZONTAL SECTION
Q
F- LL M u- U
O}~ F O Z
5 TYPICAL JAMB ANCHORAGE
5 TYPICAL FIN ANCHORAGE
cci¢
r
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
H
¢ Q F > 0 3 O,6
W
O0=(n0wU)w
tl t'na-
Fr
z OJ(gF
a cr 0¢
O
u/�Q Wy
L
1/4" MAX. SHIM
d ¢ d
SEALANT BEHIND
FLANGE BY INSTALLERj
OREIV,F*PERIMETERSEALANT
MIN. EMBEDMENTBYINSTALLERSEE
201 t 1
INSIDE AND OUTSTATE
TABLE 1
w
OFSUBSTRATE
BY OTHE
�T'•.�� Or,
y�iFS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE
R 1
";.-?/ONAsoll
� Ep�`�`
q VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" RW TAPCON
1-1/2"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" IIW TAPCON
1"
2"
FLANGE
CONCRETE (2.85 KSI MN.)
3/18" ELCO ULTRACON
1'
i'
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-110
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3116' IIW TAPCON
OR ELCO ULTRACON
1 3/8"
7/8"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KW IK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7116„
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING !
DRILLING SCREW
FULL THREAD
THRU 0.125"
7116
FIN
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-112"
1/2"
"RI"INIR WALIRNT—•ter • • • \
• BY INSTALLED• • • • • • •
•INSIDE �Nt O� • • • •
• • • s • -D TiQRIZOATAL SECTION
s • *0: • • • 5 BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
• •& ItrQND IN(:-FItF& Ar%CATION IS ACCEPTABLE PROVIDED:
• • • - Mlk. 1/40 FILDLE F OP CCONWRUOS�TIOMGGRADE ADHESIVE CAULK IS APPLIED
0,9
• • - PRODUCT ANCHORAGES IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
• • • • • • • • • •
• •• s• • • • •• ••
••• 0 • 0 000 0 0
7sz—
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS I
AIDE 10/10/13
VG I: REV.:
CWS-871 C
:ALE: SHEET
1:2 50F5
y T
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-3 80-1574
FBPE C.O.A. #29779
Evaluation Report 871C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO
or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of U.6th
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product Tasting' .....0
standards performed are outlined below. '..' : . .
Technical Documentation: ••••••
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North P.M,•PL :'. '.
2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 00 ' •'
3) Test Reports NCTL-210-3 887-1, -1 A, -2, and -2A, by National Certified Test' • eborat ".
Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed;•T.4$.201, 202,.203
`94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CS4
101/I.S.2/A440 `08 0 .
4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas 4. lurneri PbB.• �
.'
•
��:�•.
•
.•
....:.
• � � • � •
....
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871 C
• Achieves design pressures of +/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6th Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-08-30
16:09+20:00
�♦y NOREW
♦�♦♦V� ,.y�C E N SF•.�,��i
y No
G9 ; STATE OF ���►:
07_�
8/29/2017
Lucas A. Turner, P.E.
FL PE #58201