HomeMy WebLinkAbout21-2515[INK-1116A
Name: TERRI WORKMAN
Address: 38254 Eucalyptus Dr
ZEPHYRHILLS, FL 33542
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BAR-002515-2021
Issue Date: 08/19/2021
Building Valuation: $22,000.00
Electrical Valuation: $0.00
Mechanical Valuation: $0,00
Plumbing Valuation: $0.00
Total Valuation: $22,000.00
Total Fees: $225.00
Amount Paid: $225.00
Date Paid: 8/19/2021 1:10:17PM
38254 Eucalyptus Drive
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F-1111 4 WAI ilk U4011 =11
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REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 653.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In adon to the requirements of this permit, there may be additional restrictions applicable to this property thal
` - - - . . * &I —
- j1Z1�1IJ*J11I1^ MiMoM t �1-1
r-OBTAUMME• • •=W . . 4 .
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRALTO SIGNATURE PE 7"IT OFFICEU
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
tS1J_fdU_UUZU Uty Ot Zephyrhills Permit Application
Building Department
Date ReceivedPhone Contact for Permitting
Ita it a a It a It,
Owner's Name r4rOwner Phone Number
Owner's AddressEW=?,' / a awi*j ve J Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT#
SUBDIVISION Ie; ra 4- PARCELID# (1770 -DOIM - 667 0
WORK PROPOSED
FWTOTX��
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
NEW CONSTR
INSTALL
SFR
FROM PROPERTY TAX NOTICE)
ADD/ALT = SIGN Q DEMOLISH
REPAIR
BUILDING SIZE SQ FOOTAGE HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$
=MECHANICAL
[GAS ROOFING
FINISHED FLOOR ELEVATIONS I
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
)"5
NO
BUILDER COMPANY I - -
SIGNATURE REGISTERED If YJ N I FEE CURREN
Address W17 IMAA51% "_5"11
License# 1,011.o.p
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED YIN FEE CURREJN____
Address License If
PLUMBER COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN___
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN L1 NJ
Address I License#
OTHER�� COMPANY
SIGNATURE REGISTERED YIN FEE CURREN
Address I License# = 7
1, 1 A I A I Is I I I I I I If I I I I 19 1 It I I If I I a I II I It It I I I I I I I a I a I I I I I I I I I I I I I I I I a I I I I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pen -nit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A(C upgrades over $7500)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
•
PTAW01
1) Need manufact u ring installation specifications.
2) Must meet sections R308 and R612 of the 2017 FB,C,
3) If windows are to be installed inside the historical district, they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified.
5) This is for replacement (glass for glass) only, If you wish to change from screen or vinyl
windows to glass, then additional information is required,
6) All windows to wall connections shall be left visible for, inspection,
7) All labeling and stickers shall remain on windows until final inspection,
8) No work shall start without permit first.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to "deed" restrictions' which maybe more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It Is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit Issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOWWOWNER'$ AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations In the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement,
- Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit pri6r to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed With the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
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
Uylid-XQUIS111LENDER OR AN ATTORNEY BED EGO IN
---- -- - - 9110. QE QQM MENT.
FLORIDA JURAT (F.S. 11 .03)
OWNER OR AGENT_ CONTRACTOR
Subscribed and swom to (or affirmed) before me this STscri a Irm eo his
, , �Vnjswo or -
b by 0
Who is/are personally known to me or has/have produced Who islar natty known tom has/ha educed
as identification. as identification.
Notary Public tary Public
Commission No. Commission No. 0 Z,
Name of Notary typed, printed or stamped NameofNotary typed, printed or stamilred
Noy 1—h NOWIN Public State, of Florida
f� Frank T hompson
My Commission GG 244192
Expires 07131/2022
Of
4 L,
Last Revision Date: 0918 Page 3 of 6
rei
aoan d= signed
Gaper docs NOT signed at Site Inspection Gaper docs signed at Site Inspection
U docs NOT signed at Site Inspection a docs signed at Site Inspection
Date Approved:
Monday, May 3,2021
Notes: 0/14600
0
Date Measured;
0
Class 8.64) Wind Velocity in MPH 137 S21336
MEN=
Ap Rlicant Terri Workman Frame Type Lc
n NOC Lpn Loan
Applicant Phone/Email
(571) 527-7942
terrix,vooverPpmail,com
Exterior Siding
foe co
Co -Applicant
r-bn NOC rbn Loan
Year Built
2001
Co -Applicant Phone/Email
Bucking Req
Contract Date & ECIR
4/29/2021
5/04/2021
Color
Home Address
City, State Zip
38254 Eucalyptus Dr
------------------------------------
Zephyrhills, FIL 33542
Grids
Frosted
V�4
County
Pasco
5 'M 71
g
Sales Rep
Phil Wonderley
Non -impact
Phone Number
(770) 655-1188
Window Shields
Email Address
pwonderley@hpawindows.com
Door Shields
Branch
St Petersburg
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Customer signature: /r ('4' Date: 0/ 07
(Please
Do you have an HOA: or No
circle one)
Do you live in a Flood zone: Yes or No
Measured By:
Date Measured: 2-
Last Revision Date: 0918 Page 1 of 6
7/14/2021
1 1
BCIS Home Log In I User Registration s Hot Topics I Submit Surcharge Stats & Facts i Publications Contact Us BCIS Site Map Links Search
Product Approval
M ora USER: Public User
Product Approval Menu > Product or Application> Application Search ication List > Application Detail
_ _
FL #
Application Type
Code Version
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Comments
Archived
Product Manufacturer
Address/Phone/Email
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL17235-R6
Revision
Approved
'rb,, todo terns s1ric'
W 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Jay Lathrop
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
Validated By Steven M. Urich, PE
" Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17235 R6 -QQj-fvA1—ReporL936Cpdf
Standard
AAMA/WDMA/CSA/101/I.S.2/A440
Year
2008
Sections from the Code
hftps:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvOQpGQvtVmPYHm2Kjwf5Pl oAlHfPoK4FT6Hg5%2bvAqB8w%3d%3d 1/2
7/14/2021
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 07/31/2020
Date Validated 08/02/2020
Date Pending FBC Approval 08/10/2020
Date Approved 10/13/2020
Summary, of Products
..... ............................. ...._............ __._....... _............... ........... ................ �.__.....__._-..._....
FL # Model, Number or Name Description
17;.�`" DH-650 Vinyl Double Hung I DH-650 Vinyl Double Hung, Non -Impact, 53 1/8" x 76"
Limits of Use i Installation Instructions
Approved for use in HVHZ: No j FL17235 R6 II CWS-936C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201
of No Created by Independent Third Party: Yes
Design Pressure: +50/-50 i Evaluation Reports
Other: DH-650 Equal Split or Oriel, Max size 53 1/8" x 76", FL17235 R6 AE EvalReport936C.pdf
Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM E Created by Independent Third Party: Yes
1300.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED 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(i),
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:
0 Rid
.:etc
https:/lfioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPYHm2Kjwf5PloAlHfPoK4FT6Hg5%2bvAgB8w%3d%3d 2/2
DOUBLE HUNG - NON -IMPACT
GENERAL NOTES
(SHOWN w/DIFFERENT OPTIONS)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING
WINDOW SYSTEMS
CODE (FBC), CURRENT EDITION.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 3)
Www.CWS.CC
54 3/8" FLANGE WIDTH
3. CONFIGURATIONS: "X/X".
53 1/8" MAX UNIT WIDTH
48 15/16' MAX UPPER SASH WIDTH i
53 13/16" FLANGE WIDTH
4. DESIGN PRESSURE RATING (SEE SHEET 2):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
650 PVC
DOUBLEHUNG
46" GLASS DLO
48 15/16"
53 1/8" MAX UNIT WIDTH
MAX UPPER SASH WIDTH
GLASS TABLES ASTM E-1300-04e0l/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE,
NON4MPACT
46" GLASS DLO -
WATER INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1 300-04eO 1 /09.
C
< Z
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN
— — —0
Dwo w 0
Z w a LU
4
USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR
_j Z
W ZOZ — F-
F1
ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS,
U) 0 cj�
LU Z
2i
Z Z:r 2 LU 00
0 0 1— Oj <
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
— U) Z cl- P Cf) a-
— D
B D
B
D
431/16"
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
Z 5 �� I- U)
Z 0 C) (6 :) 0 —
771/4" 3515116"
FLANGE MAX
33'
MAX
UPPER
A
40 T ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM
< PZ 2zou
—LL 0 Z
< OW-7-0—
�-!=
HEIGHT UPPER
GLASS DLO
SASH
GLASS DLO SEALANT USED AT FIXED MEETING RAIL AND JAMB.
2< >_ U) C) Z U5
Z) _]� 0
SASH
HEIGHT
HEIGHT
77 1/4"
8. SERIES / MODEL DESIGNATION DH-650,
00 >-
Co 0 w U) w
w LL U) 0
FLANGE�
76"
HEIGHT
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING
X = OPERABLE SASH
0 wf-o Q_M >_
Ir
x of w U)
aa- cr3: aMAX
UNIT
HEIGHT
F1 8�/
C
71"
MAX
UNIT
10 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
8
HEIGHT
LOCATION.
11111111,
MAX
D'
MAX
11. EXTERNAL WEEP SLOT 1/2 x 2-1/2" LOCATED 5" FROM BOTH
ENDS.
LOWER
LOWER
A
26 1/4"
SASH
HEIGHT
33"
SASH
GLASS DLO
No, 58201
GLASS DLO
Lj
HEIGHT
—A
Lucas Turner
$TATE (w
AC
as
2020.07.27
NAU
11:26:57
W4 fifil
1 46" GLASS DLO
MAX LOWER SASH WIDTH--
-05'00'
49 15/16" MAX LOWER SASH WIDTH
ORIEL
7/23/2020
EQUAL SPLIT
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
DP CHARTS..........................................2
GLAZING DETAILS ..............................3
SECTION VIEWS & ALT FRAME.....A-5
EXTRUSIONS & B.O.W ........................6
ANCHOR SCHEDULE & NOTES
_7
INSTALLATION DETAILS.....................8
MAX. UNIT
MEETING RAIL
DESIGN PRESSURE RATING
IMPACT RATING
SIZE
REINFORCEMENT
:�
I
GENERAL NOTES AND
ELEVATIONS
ADE
08/04/14
VG _#_
REV.: -
CWS-936
C
,ALE.
SHEET
1:20
1 OF
Design Pressures (PSF) for Equal Split Configuration with Glass Types A, B, C, or D
Unit
Unit Widths (in.)
uuogm®
Heights (in.)
23 1/2
27 1/2
29 1/2
31 1/2
35 1/2
39 1/2
41 1/2
43 1/2 1
47 1/2
51 1/2
53 1/8
WINDOW SYSTEMS
35
1/2
+50.0/-75,0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75,0
+50.0/-75.0
1900 SW "TH AVE.
OCALA, FLORIDA 34474
39
1/2
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
www.CwS.CC
41
1/2
+50.0/-75.0
+50.0/-75.0
+50.0/-75,0
+50.0/-75,0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50,0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-73.1
43
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+50.0/-75,0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75,0
+50.0/-75.0
+50.0/-73.4
+50,0/-70.6
650 PVC
47
1/2
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50,0/-75.0
+50,0/-75,0
+50.0/-68.9
+50.0/-66.2
DOUBLE HUNG
51
1/2
+50.0/-75.0
+5&0/-75.0
+50.0/-75.0
+50.0/-75.0
+50,0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-723
+50.0/-65.2
+50.0/-62.6
NON -IMPACT
53
1/2
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50,0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
+50.0/-71.0
+50.0/-63.6
+50.0/-61,0
55
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+50.0/-75.0
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+50.0/-75.0
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Unit Widths (in.)
.$11tGtA j13pp;'
Heights (in.)
23 1/2
27 1/2
29 1/2
31 1/2
35 1/2
39 1/2
41 1/2
43 1/2
47 1/2
S1 1/2
53 1/8
35
1/2
+50.0/-75.0
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+50.0/-75.0
+50.0/-75.0
+50.0/-75.0
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+50.0/-75.0
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+50.0/-75.0
+50,0/-75.0
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+50.0/-75.0
+50.0/-75.0
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+50.0/-75.0
+50.0/-75.0
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+50.0/-75.0
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+50.0/-75.0
+50.0/-75.0
+50.0/-75L
+50.0/-74.8
+50.0/-67.2
+50.0/-64.6
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+50.0/-69,0
+50.0/-68.4
+50.0/-68.4
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+50.0/-67.4
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53
1/2
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+50,0/-63.4
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+50.0/-63.4
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+50.0/-61.1
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55
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+50.0/-58.9
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+50.0/-58.9
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+50.0/-55.6
+50.0/-55.6
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59
1/2
+50.0/-53.6
+50.0/-51.6
+50.0/-51.3
+50.0/-51.3
+50.0/-51.3
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+50.0/-50.5
+50.0/-50.1
+50.0/-50.0
+50.0/-50.0
+50.0/-50.0
63
1/2
+50.0/-52,5
+50.0/-50.4
+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
LUCAS A. TURNER, P.E.
65
1/2
+50.0/-52.5
+50.0/-50.4
+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
FL PE # 58201
2428 Old Natchez Trc TrI
67
1/2
+50,0/-52.5
+50.0/-50.4
+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
Camden, TN 38320
71
1/2
+50.0/-52.5
+50.0/-50.4
+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
PH. 941-380-1574
—DESCRIPTION:_
74
3/4
+50.0/-52.5
+50.0/-50.4
+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
SHEET
76
+50.0/-52.5
+50.0/-50.4
+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
DESIGN PRESSURE
CHARTS
DRAWN BY: I —DATE
ADE i 08/04/14
NOTE:
DWG #: REV.:
CWS-936 C
IF SIZE
INTENDED
IS NOT SHOWN,
USE NEXT LARGER SIZE.
SHEET
2 OF 8
1/8" OVERALL
1/8" ANNEALED
5/8" AIRSPACE
1/8" ANNEALED
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G.SPACER
SIKAFLEX 552 OR
PURFECT GLAZE "H"
5/8" GLASS BITE
GLASS TYPE A
(074290%.
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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GLASS TYPE B GLASS TYPE C GLASS TYPE D
712312020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TIN 38320
PH. 941-380-1574
GLAZING DETAILS
ADE 08/04/14
IDWG# REV.:
S-936 C
r SETTING BLOCKS PER FBC 2411 .3.3.j
SCALE'
SHEET
3 OF 8
SECTION VIEW A -A
ALTERNATE FIN FRAME
SECTION VIEW B-B
WINDOW SYSTEMS MI
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
UP TO 37" WIDE
DRAWN BY: D-ATE:---
ADE 08/04/14
DWG #:
CWS-93
-SCALE 'I SHEET
1:2
1 40178
SECTION VIEW C-C
ALTERNATE FIN FRAME
SECTION VIEW D-D
0%gibm *M WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
-EET-DESCRIPTION:
--- - ---
SECTION VIEWS
OVER 37" WIDE
LAWN BY: DATE
ADE 1 08/04/14
VGREV.:
CWS-936 C
TUE. SHEET
1:2 501`8
PARTS LIST
ITEM
PART ff
DESCRIPTION
MATERIAL
1
H-6121
HEAD, OUTERFRAME
PVC
2
H-6122
JAMBS, OUTERFRAME
PVC
3
H-6123
SILL, OUTERFRAME
PVC
4
H-6130
TOP RAIL, UPPER SASH
PVC
5
H-6131
BOTTOM RAIL, UPPER SASH
PVC
6
H-6132
SASH SIDE RAIL, UPPER SASH
PVC
7
H-6133
BOTTOM RAIL, LOWER SASH
PVC
8
H-6134
SASH SIDE RAIL, LOWER SASH
PVC
9
H-6135
TOP RAIL, LOWER SASH
PVC
10
P-5615
SETTING BLOCK
RUBBER
11
P-3515
#8 x 5/8 PHIL FLAT WHITE SMS
STEEL
12
P4146
#8 X 3/4 PHIL FLAT TEK.
STEEL
13
P4779
WEEP COVER
NYLON
14
5
WSTP_355 X333BULB VINYL
15
1 P-5086
IWSTP, .300 X 187BULB VINYL
16
P-3783
LOCKS
17
P-3784
KEEPERS
19
P-5392
SASH TILT LATCH
NYLON
20
P-5393
PIVOT CARRIER
NYLON
21
P-5396
PIVOT BAR
SS
22
P-5412
JAMB JACK
STEEL
24
P-3305
WSTP., .270 X 187
25
S-2001
INTERLOCK RAIL
ALUM
26
1 S-2002
IREINF, BOT. RAIL, UPPER SASH, UPTO 37"
ALUM
27
S-2003
REINF, BOT RAIL, UPPER SASH
ALUM
28
S-2004
REINF, TOP RAIL, LOWER SASH, UP TO 37"
ALUM
29
S-2005
REINF, TOP RAIL, LOWER SASH, & SIDE RAIL LOWER SAS
ALUM
30
S-2006
REINF, SASH SIDE RAIL, UPPER SASH
ALUM
31
S-2010
REINF, BOTTOM RAIL, LOWER SASH
ALUM
32
S-2027
REINF, TOP RAIL, UPPER SASH, UPTO 37"
ALUM
33
S-6141
GLAZING BEAD
PVC
34
S-6142
SASH STOP
35
BALANCERS - CONSTANT FORCE RT
36
IPURFECT GLAZE H or SIKAFLEX552
SILICONE
37
GLASS
SEE SHEET 2
38
P-5425
WSTP, .200 X 5/8" X 5/8" DUST PLUG
39
P-3218
SCREEN FRAME
ALUM
40
P-4754
SCREEN CORNER KEY
NYLON
41
P-3228
SCREEN SPLINE
42
P-3029
SCREEN LIFTS
43
P-3033
SCREEN SPRINGS
ill 3/4"
.0621 3/16"
_7
26 _-02
9116" "
L_062'
INTERLOCK REINFORCEMENT REINFORCEMENT
S-2001 S-2002 S-2003
EMS NOT USED: NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNL
23
4 1/8" -- - - - - - �j
41
PVC FRAME HEAD
H-6121
3/16,
3 7/8"
1112"
1 7/16*1
1/16"
PVC SASH STILE UPPER
H-6132
1/16" 1 7/16 1/16"
PVC FRAME SILL
H-6123
2 1/8'
7
1/16'
PVC SASH LIFT RAIL
H-6133
PVC SASH TOP RAIL
FRAME CORNER
CONSTRUCTION
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS'CC
650 PVC
CORNER WELD
(ALL SIDES)
DOUBLE HUNG
NON -IMPACT
1 7/16"
1 1/2"
1/16"
PVC BOT RAIL UPPER
H
H-6130 -6131
1 1/2"
1/16"
PVC SASH STILE LOWER PVC SASH LOCK RAIL
H-6121 H-6135
r— 1 5/16"
1 5/16"
1 3/16- —
1 3/16"
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1 1;16'
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1 16"
AV
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3.
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31
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4— 9/
32
1/16"
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REINFORCEMENT
REINFORCEMENT
REINFORCEMENT
REINFORCEMENT REINFORCEMENT
S-2004
S-2005
S-2006
S-2010
S-2027
_SS OTHERWISE NOTED.
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7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TH
Camden, TN 38320
PH. 941-380-1574
BOM AND EXTRUSIONS
AIDE i
! 08/04/14
CWS-936 C
;ALE: SHEET
1:2
6OF8
HIVI.i'1VK L
6" MAX. (TYi
6" MAX. (TYF
14 1/2"
MAX. O.C.
(TYP.)
3" (TYP.)
3" (TYP.)
ANCHOR LAYOUT - (FLANGE)
[NO SILL ANCHORS REQUIREDI
4" MAX. (TYP
'E 2 4" MAX. (TYP
8" MAX. (TYP
INSTALLATION
ANCHORS (TYP.)
3" (TYP.)
3" (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
ANCHOR LAYOUT - (FIN}
NOTE: THRU FRAME ANCHORS @ MTG RAIL
rw
THROUGH FRAME
ANCHORS REQUIRED
ON WINDOW WIDTHS
OVER 37"
ALLATION
HORS (TYP.)
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 8,
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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 8.
6. 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 - 1X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" 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 RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT 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), FMAJAAMA/WDMA 300(EXTERIOR DOORS)
Db�IN SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
650 PVC
DOUBLE HUNG
NON -IMPACT
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7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
ADE 1 08/04/14
CWS-936 C
.ALE: SHEET
1:20 7 OF 8
SUBSTRATE BY OTHEF
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLEF
INSTALLATION ANCHGt
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SUBSTRATE
01"99(offm
SEE TABLE 1
BY OTHERS
DIST.
_1
1/4" MAX SHIM
SEE TABLE I
MIN. EDGE DIST. - -
SEE TABLE I
SUBSTRATE
BY OTHERS
WIN DaW SYSTEMS
1900 SW 44TH AVE.
1/4" m MAX SHIM
SEE TABLE I
OCALA. FLORIDA 34474
WWW.CwS.CC
MIN. tUUt Ulb I
SEE TABLE 1
)MENT
INSTALLATION ANCHOR—
___-T
650 PVC
SEE TABLE I
I
DOUBLEHUNG
EfA
/
MIN. EMB EDMENT
SEE TABLE I
NON -IMPACT
,X SHIM
F9N
i-lf—l� / ,
CONTINUOUS DBL 1/4" BEAD OF SEALANT
AROUND PERIMETER @ ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
�_
1/4" MAX SHIM
SEALANT BEHIND
0
FLANGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
Z 3: <_
-0
IT I-- owo 0 w 0 in
PERIMETER SEALANT Z Lu _i 0 `� I- uj
PERIMETER SEALANT BYINSTALLER I Z O Z rf L:
BY INSTALLER IS INSIDE AND OUT 0 W 3: co
INSIDE AND OUT INSTALLATION ANCHOR y I- ui Z :E 'F
0 Z Z:E 20� w 0 0
F-
SEALANT BEHIND SEE TABLE 1 0 0 0
FLANGE BY INSTALLER SEAL -ANT BEHIND 0 0 U) I- Z U) n-
FIN BY INSTALLER Z Z P
Z 0 CD 0 1Z —
Z 0 LL B HORIZONTAL SECTION C HORIZONTAL SECTION <
-1—, '20 Z
TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE :E I- F- Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION of C/) 0
0 >- D 3: _0
Lij LL w U) 0 Lu U) UJ
NOTE ADDITIONAL THRU-FRAME ANCHORS w Z U) w 0 _i U) F
(AS SHOWN IN DET. B/7) REQ'D AT MTG RAIL a- — i I w 0 V)
0 LU �- 0 a- >_
FOR UNIT WIDTHS OVER 37-, SEE SHEET 7 = w L'i U) w
ANCHOR LAYOUT CL W ,
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116" ITW TAPCON
11
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITV TAPCON
V
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
V,
V,
FLANGE
GROUT -FILLED CMU (ASTIM C-90)
3/16" ELCO ULTRACON
1-114"
2-1/2'
FLANGE
2X MIN, SOUTHERN PINE (G=0.55)
3/16" [TW 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
1(33 KSI YIELD MIN)
#10-16 HILTI KWk-FLEXOR LTW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0,060"
7116"
FLANGE
IFIN
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"
12XMIN. SOUTHERN PINE (3=0.55)
1#10 WOOD SCREW
1-1/2"
1/2'
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
rDHORIZONTAL SECTION
1�17 -BOX FRAME INSTALLATION
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
t
7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Tro TH
Camden, TIN 38320
PH. 941-380-1574
INSTALLATION DETAILS
ADE 1
08/04/14
VG #: REV
CWS-936 C
:ALE:
SHEET
1:2
80F8
7/14/2021 Florida Building Code Online
BCIS Home Log in User Registration Hot Topics j Submit Surcharge Publication Stats & Facts S f contact us BclS site Map Links i search
Comments
public comment;specify PVC compliance to FBC requirement .09/17/20
Archived
Product Manufacturer
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category k qp!j.;.
Subcategory r'Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
Validated By Steven M. Urich, PE
I Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Standard, )Lear
AAMA/WDMA/CSA/101/I.S.2/A440 2008
PA TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
EL12241_R4UWy_890Q _NI_UW n vAL" y �of
https:Hfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqvRk6bsvZ66FA9Q`/`2be33nyHnul6ou7PYlhjl N2Uf%2fmUpWQ%3d%3d 1/2
7/14/2021
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
f' I
Method 1 Option D
08/08/2020
08/09/2020
08/19/2020
10/13/2020
FL #
Model, Number or Name
Description
�E
S!v,[,i,4,900:PVCt S'tidipg Glass Door,
SGD-8900, Sliding Glass Door, 16080, OXXO, Non -Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
i FL13241 134 II CWS-496D,(�f
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
rrstant: No
Created by Independent Third Party: Yes
Design Pressure:"+N/AJ-N/A
Evaluation Reports
Other: See Installation Detail for DP and Max. Sizes, OXXO,
FL13241 R4 AE Ev4lRepQ %{,2§,_p�f
OXO, OX, & XO. Glass complies to ASTM E1300.
Created by Independent Third Party: Yes
Contact Us :: ,o¢_Iti tone Road, Tallahassee FI, 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CQpyr19 007- OS Stat of Florida.:: Privacy Sta emeM :: Accessibili 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 .
CreditCard
Safe
4 tCUii'.VMt7fRI ,
https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FA9Q%2be33nyHnul6ou7PYlhjlN2Uf%2fmUpWQ%3d%3d 2/2
190.125 MAX. OVERALL WIDTH --
48 5/8" MAX.
PANEL WIDTH
- j
A
41_1/2"
GLASS
1 1 2"
4X.
JERALL
EIGHT S
O
X
X
O
B 857
93"g
MAX
GLA
7 DLO
PANEL
HEIGHT
C
7
t
145 1/8" MAX. OVERALL WIDTH
448 5/8" MAX. -
PANEL WIDTH
HEIGHT
A
7
41 1 /2"
GLASS DLC
GLASS
DLO
I
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 USE IN THE HIGH VELOCITY HURRICANE
ZONE (HVHZ).
2. GLAZING OPTIONS: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO:
"XO", "OX", "OXO" "OXXO".
4. DESIGN PRESSURE RATING (SEE SHEET 2):
LO -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09,
5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
B" ANCHOR CALCULATIONS.
iS
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION,
7. FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS
ARE FULLY WELDED.
8. SERIES / MODEL DESIGNATION SGD-8900.
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
LOCATION.
y5la" MAX. OVERALL WIDTH -
4$ 5/8" MAX. 41 1/2"
11
PANEL WIDTH GLASS DLO
iX.
(ERALL
:IGHT
D
O
X
D
$5z
MAX.
PANEL
GLA
DLO
HEIGHT
WEEP SLOTS = 114" x 1-1/4" LOCATED 3" FROM BOTH ENDS.
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS .... A MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING
GLAZING DETAILS & DP CHART _2 SEE COMPARATIVE ANALYSIS
SECTION VIEWS..NS.......................34 48-5/8" X 93" NONE
ANCBOM a EXTRUSIONS............ES..........5 CHART, SHEET 2
ANCHOR SCHEDULE & NOTES..........6
INSTALLATION DETAILS.....................7 MAX. OF FOUR (4) PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN.
CCgu®
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC -
8900 PVC SLIDING
GLASS DOOR
NON -IMPACT
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8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
GENERAL NOTES AND
ELEVATIONS
CWS-496 D
'ALESHEET
1:40 1 OF 7
59.5 71.5 84 95.5 91 109 - 126 145 118 142 168 190 omguym
Panel Size 30.625 36.625 42.875 48.625 304625 36.625 42_-25 48.625 30.625 36.625 42.625 48.625 WINDOW SYSTEMS
Unit Configuration OXXO oxxo oxxo oxxo mo OX0 5x-0 ---6—xo —050(0 0)0(0 0)0(0 ---d)-0(0 1900 SW 4LORIDA 344744TH AVE.
leight Glass Type ' .. . . ... . . .. . , , 11e" I LA,
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84 A -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 72/+60 8900 PVC SLIDINC
90 A -901+60 -80/+60 - -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 1 -641+60 1 -90/+6-0--1 --80/+60GLASS DOOR
--
96 A -85.31+60 -73.8/+60-65.8/+60 +60/-60 -85.3/+60 -718066F-65.8/+60 1 +60/-60 -85.3/+60 -73.8/+6 NON -IMPACT
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LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH, 941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSI
AND GLAZING DETAIL
DRAWN BY: DATE:
ADE 10/30/09
INSTALLATION WITH NO SILL RISER _DWG _# REV.:
ALLOWED ONLY WHERE WATER CWS496 D
NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. INFILTRATION RESISTANCE IS NOT -§c-ALE, SHEET
REQUIRED. 2 OF 7
SECTION VIEW B-B
SECTION VIEW A -A
owwovZO
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www-CwS.CC
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8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TO
Camden, TN 38320
PH. 941-380-1574
SECTION VIEWS
Oxxo
DRAWN BY: DATE-
ADE 10/30/09
INSTALLATION WITH NO SILL RISER DWG 4; jRE7V7
ALLOWED ONLY WHERE WATER CWS496 D
INFILTRATION RESISTANCE IS NOT
REQUIRED. SCALE: SHEET
1:2.67 3 OF 7
SECTION VIEW C-C
SECTION VIEW D-D
(CM96M
WISYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC SLIDING
GLASS DOOR
NON -IMPACT
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Na. 58201
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
SECTION VIEWS
Ox0 & Ox
CWS-496 D
NOTE: VERTICAL SECTION SIMILAR FOR ALL CONFIGURATIONS, SEE SHEET 3 SCALE: SHEET
1:2.63 4 OF 7
3 1
S-1722 ISUPPORT
BLOCK, FIXED, SGD
ALUM
4
H-6032
PANEL TOP/BOTTOM RAIL, SGD
PVC
5
H-6032
PANEL SIDE RAIL, SGD
PVC
6
H-6033
PANEL, INTERLOCK, FIXED
PVC
7
H-6034
PANEL, INTERLOCK, OPERABLE
PVC
8
H-6035
INTERLOCK, SNAP -ON,
PVC
9
M043
ASTRAGAL, SGD,
PVC
10
P-3142
ROLLER, TANDEM (SGD, PLATED STEEL)
STEEL
11
P-3342
SEAM SEALER, SM-5504
12
P-5615
SETTING BLOCK, 85 DUR. 1/8- X V X 2'
RUBBER
13
P-3438
SIKAFLEX 552 OR PURFECT GLAZE -H"
14
P-3492
WSTP., 0.270 X. 187, BACK FINSEAL, GRAY
15
P-3539
#8 X 314" QUAD PHILIPS, TEK
ZINC
16
P-3557
#10 x 2, HEXHEAD, TEK
ZINC
17
P-5588
CAP PLUG, 1/2' HOLE
NYLON
18
P-3767
#10 X V HEX WASHER HEAD, TEK
ZINC
19
P-553_5_1[6CK&
HANDLE KIT, PVC, SGD
STEEL
20
P-3792
3/4" KEEPER
STEEL
21
P-3793
MORTISE LOCK
STEEL
22
P-4136
#10 x 2, PAN HEAD PHIL, SMS
23
S-1775
REINFORCEMENT, PVC SGD, PANEL
ALUM
24
H-1993
REINFORCEMENT, ALUMINUM, SOD, PANE
ALUM
25
S-1618
FIXED PANEL COVER CLIP
ALUM
26
S-1597
COVER, FIXED PANEL
ALUM
27
S-1655
PANEL TRACK, ALUMINUM, SGD, SILL
ALUM
28
S-1726
REINFORCEMENT, ASTRAGAL, SGD
ALUM
29
S-1737
HIGHRISE SILL, ALUMINUM
ALUM
30
S-6037
GLAZING BEAD 1.00% SGD
PVC
I
S-6041
TRACK, SCREEN, SGD
PVC
32
S-1764
SILL THRESHOLD COVER
ALUM
33
1 GLASS
I SEE SHEET 2
3
ASTRAGAL
H-6043
5/8-
28
4 3/8"
REINFORCEMENT
S-1726
5 15/16"
17/8
C6_1
118"
PVC OUTER FRAME
H-6042
--1 7/8- — 1 7/8'
7
39/16- 3 9/16"7
1/8,
PVC PANEL INTERLOCK
H-6034
15/8-
23
1 15/16"
L�u — 1/8"
REINFORCEMENT
S-1775
2"
3 1/16"
FIXED PNL CLIP
S-1618
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
T1/1632
1 3/8"
L"
SILL THRESH COVER -1764
D _4
5
3 9/16'
1/8'. --irl
PVC PANEL INTERLOCK
H-6033
2 11/16"-1
REINFORCEMENT
H-1993
1-2 1116"
2 5/8"
1/16"-
FIXED PNL COVER
S-1597
5/8,
9/16
31
PVC SCREEN TRACK
S-6041
PVC PANEL LOCKSTILE
H-6032
2 1/8"
.050
13/16" 7
ROLLER TRACK
S-1655
1/2"
3 3/16"
1/16"
PVC INTERLOCK SNAP
H-6035
2 1/16---'
3)
FIXED PNL SUPPORT - 1722
FRAME CONSTRUCTION
k-
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY WELDED
1:10
7/16" -
30
1 1/8" 1/16,
PVC GLAZING BEAD
S-6037
2
2 13/16"
1/16"
HIGHRISE
S-1737
2 3/16"
2)
1 IW" fl"71/16"
I —
PVC TRACK FILLER
S-6040
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.Cws.cc -
[fgjjrjj57s7&,�
GLASS DOOR
NON -IMPACT
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No. 58201
STATE OF
S'!Zoftot4
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc I'd
Camden, TN 38320
PH. 941-380-1574
011�soff& t 1*
CWS-496 D
;ALE: SHEET
1:2 5 OF 7
18" MAX. O.C. (TYP.) —
6" MAX. (TYP.) 3" (TYP.)
6" MAX. (TYP.) 3" (TYP.)
I
18"
MAX. O.C.
(TYP.)
pp— SEE NOTE 2
LI)11 B f
Q
i
x
X
0
ANCHOR LAYOUT - (FLANGE)
NOTES:
1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
INSTALLATION
ANCHOR (TYP.)
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1W. 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 7.
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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1. SHEET 7.
6. 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 - 1X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2-7116" FOR MASONRY, 2" FOR FIXED PANEL CLIPS (ALL SUBSTRATES), 1" FOR WOOD AND METAL
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT 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:
FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS)
0b-re,
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC '
8900 PVC SLIDING
GLASS DOOR
NON -IMPACT
4 Z aZ�
h owo 0nw o
w ZOZ X=z�
o ¢W�r0W3m
"- {-w Z{-��=
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R*4p
�ro No 58201
arxrOF2:
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AN[
NOTES
CWS-496 D
.ALE. I SHEET
1:25 6 OF 7
TYPICAL HEAD ANCHORAGE
2 7/16" i- —MIN. EDGE DIST.
� SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 11111111PAI
MIN. EMBEDMENT
SEE TABLE 1
NSIDETALLER AND OUTIMETER �NT jhf tjJ j [ — 1/4" MAX. SHIM
INSTALLATION ANCHOR I
INTERIOR
SEE TABLE 1
PERIMETER SEALANT
INSTALLER
�0 F1
IN
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
SEALANT UNDER SCREW
2 7/16" —
MIN. EDGE DIST.
HEAD BY INSTALLER
SEE TABLE 1
A
VERTICAL SECTION
7
TYPICAL SILL ANCHORAGE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
I MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
3"
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1-3/4"
1"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
1.
2XMIN. SPRUCE -PINE -FIR (G=0.42)
3/16" ITW TAPCON OR
1 3/8"
7/8„
ELCO ULTRACON
2XMIN. SPRUCE -PINE -FIR (G=0.42)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MIN.
#10-16 HILTI KWIK-FLEXOR ITW
FULL THREAD
STEEL STUD (33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
1/2"
1/8" ALUM. (6063-T5 MIN.) OR
#10 GRADE 5 SELF -TAPPING 1
FULL THREAD
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
1/2
FIXED PANEL CLIP ANCHORS INTO
CONCRETE (2.0 KSI MIN.) OR HOLLOW OR
3116" ITW TAPCON
1"
3"
GROUT -FILLED CMU (117 PCF MIN.)
FIXED PANEL CLIP ANCHORS INTO
CONCRETE (2.85 KSI MIN.) OR HOLLOW OR
3/16" ELCO ULTRACON
1-1,14"
2-1/2"
GROUT -FILLED CMU (ASTM C-90)
MIN. EMBEDMENT
SEE TABLE 1
INTERIOR 1/4" MAX. SHIM —
MIN. EDGE DIST.
SEE TABLE 1
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS —
SEE TABLE 1 g HORIZONTAL SECTION
7 TYPICAL JAMB ANCHORAGE
INSTALLATION A
SEE TABLE 1
TWO ANCHORS I
FIXED CLIP THR(
PRE -DRILLED HC
T_
1$" (TYP.)
MAX. O.C.
(TYP.)
FIXED PANEL CLIP
NOTE: CLIP ANCHORS
MUST BE LOCATED
A MINIMUM DISTANCE
OF 3" FROM ANY
MAIN FRAME ANCHOR.
FIXED PANEL CLIP DETAIL
NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1.
2 7/16"
SEE TABLES I
r v v
/ C _ HORIZONTAL SECTION
`7 J FIXED PANEL ANCHORAGE
090960[7flf--n
WINDOWSYSTEMS ft �/
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC SLIDING
GLASS DOOR
NON -IMPACT
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STATE +'�►®
,1111 A i
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
INSTALLATION DETAILS
AIDE 110/30/09
VG#: iREV.:
CWS-496 D
:ALE: SHEET
1:2.5 1 7 OF 7
7/14/k2l
M11
Nola
Hot Submit Stats & Facts Publications
BCIS Home 1 Log In User Registration Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
EMgUrApplication
t AppZ2yAl Mfnu > Product or Application > _Ust > Application Detail -L
FL # FL4091-R9
Application Type Revision
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer ow
d " "orris Inc,
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
CategoryUfIdctws
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc,
Quality Assurance Contract Expiration Date
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL4Q21 99 COI -EYA1-R9P-Qr-U5-4("-.P-(ff
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
PA TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL4Q21 R9 Z
https:llfloridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDquz931`/a2b4g5faHJ3x%2fpCz8EwosquaC`/*2feKn4%3d 1/3
7/14/,2021
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/08/2020
08/09/2020
08/19/2020
10/13/2020
FL #
Model, Number or Name
Description I
$Hz8100
8100 Vinyl Flange/Fin Frame Single Hung i
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL4091 R9 II CWS-154G.pdf 3
Approved for use outside HVHZ: Yes
; Verified By: Lucas A. Turner 58201
Yi?,R+CtitrsNo
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: SH-8100, Max. size 53,125" x 76". Glass complies with
FL4091 R v Dort154G.pdf
ASTM E1300.
Created by Independent Third Party: Yes
4091.2
SH-8100
SH-8100 Vinyl Single Hung, Non -Impact. j
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL4091 R9 II CWS-485D.pf
Approved for use outside HVHZ: Yes
i Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports I
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71",
FL4091 R9 AE EvaIggpD1 485D.pdf
see installation dwgs, for DR Glass complies with ASTM E1300.
Created by Independent Third Party: Yes
4091.3 SH-8100 Continuous Head & Sill
I SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -
Impact..
Limits of Use
for in HVHZ: No
Installation Instructions
FL4091 R9 II CWS-442D.pddf
Approved use
Approved for use outside HVHZ.- Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes i
Design Pressure: N/A
Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", jj'
FL4091 R9 AE EvAIRgport442D.pdf
Third Party: Yes
DP +67.5/-70 psf. Glass complies with ASTM E1300. I
Created by Independent
4091.4
SH-8100 Continuous Head & Sill
SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No j
FL4091 R9 I W5-492D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No (
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports 1
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see
FL4091 R9 AE Ev5jIRgpg Art 92D.pdf )
chart on installation dwgs. for DP. Glass complies with ASTM
Created by Independent Third Party: Yes
E1300.
4091.5
SH-8100 Oriel j
8100 Vinyl Single Hung Oriel w/ HD Meeting Rail
Limits of Use —
Installation Instructions
Approved for use in HVHZ: No
FL4091 R9 II CWS-293E pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies
FL4091 R9 AE EvalRepgld293E•�df
Third Party: Yes
with ASTM E1300,
Created by Independent
r€ 3
Contact Us :: 2,q Blair Mane Rpad, Tallahassee FL 32399, Phone: 8SO-487-1824
The State of Florida is an AA/EEO employee CsgpX„right 2007-9i 3 Gtate of Florida.:: Priv�cyyt t@mgnt :: 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 emalls
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 her .
Product Approval Accepts:
https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/p2b4g5faHJ3x°/p2fpCz8EwosquaC°/`2feKn4*/pad
2/3
SINGLE HUNG - NON -IMPACT
GENERAL NOTES:
(SHOWN w/DIFFERENT OPTIONS)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
54 3/8"
EDITION.
MAX OVERALL
FLANGE WIDTH
54 3/8"
MAX OVERALL
2. GLAZING OPTIONS: (SEE SHEET 2)
53 1/8*
FLANGE WIDTH
MAX. UNIT WIDTH
3. CONFIGURATIONS: "O/X".
4815/16'
53 1/8'
GLASS DLO
MAX. UNIT WIDTH
4, DESIGN PRESSURE RATING (SEE SHEET 2):
A
48 15/16"
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
ASS DLO
'TESTED
77114
-POSITIVE DESIGN LOADS BASED ON, PRESSURE, WATER
MAX.
INFILTRATION TEST PRESSURE AND GLASS TABLES
OVERALL
1--:3 51116' 69 1/2"
ASTM E-1300-04e01/09.
FLANGE
0
GLASS MAX
HEIGHT
76" B
DLO OVERALL
B FLANGE
HEIGHT
0
33 5/16"
GLASS
5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR
MAX.
UNIT
68 1/4'
DLO
DETAILS, WINDLOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD
HEIGHT
----- ---
B MAX
ANCHOR CALCULATIONS.
36 11/16'
UNIT
6 HEIGHT
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
MAX.
x
C 33 3/8' 30 3/16"
GLASS
1
26 7111'
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION,
SASH
6 MAX
DLO
141
x
G
HEIGHT
L
=J
D SASH
6 HEIGHT
1� C =
LOSS
D 0
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
A A
-
C
8. SERIES / MODEL DESIGNATION SH-8100.
7—i
46 5/16'
46 5116"
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
GLASS DLO
GLASS DLO
X = OPERABLE SASH, 0 = FIXED SASH
EQUAL SPLIT
5 HI SASH ORIEL
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
54 3/8'
MAX OVERALL
11. EXTERNAL WEEP SLOT = 1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS.
FLANGE WIDTH
53 1/8'
MAX. UNIT WIDTH
48 15/16"
GLASS DLO
63 5116"
Lucas Turner
MAX
OVERALL
33 5116'
2020.08.06
FLANGE
0
LASS
DLO
14:57:34
HEIGHT
DLO
1
-05'00'
MAX
UNIT
J11116"
HEIGHT 24'
2O
MAX
SASH
4 X
GLASS
46 51W'
GLASS DLO
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS_...1
DP CHARTS & GLAZING DETAIL _2
SECTION VIEWS & ALT. FRAME 3
EXTRUSIONS & B4O.M - ...................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS .......... .6
ogavoA4&
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wwWCWS.CC
EL-1032M
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8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TH
Camden, TN 38320
PH. 941-380-1574
=W.*] ilk I a
El womidgwalm
GENERAL NOTES AND
ELEVATIONS
BAT
04/29/08
53-1/8" x 76"
SEE COMPARATIVE ANALYSIS
CHART, SHEET 2
DWG #: ___�REV
CWS-154
G
Design Pressures (PSF) with Glass Types A, B, C, or D
Unit Sash Unit Widths (in.)
Heights (in.) Heights(m.)l 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 1 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 wWw.CWS.CC
41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1
43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 8100 PVC
47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50 / -661 SINGLE HUNG
51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61- NON -IMPACT
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 Z Z� < �:
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -6&8 +50/-59.5 +50/-57 :�5- -OW6 .606
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67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62,7 +50/-55.5 +50/-53 0 0�-O'j< T�_ Elf
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71 1/2 35 1 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 0 Z Z 0
Z 0) Z 74 3/4 36 5/8 < -
+SO/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 + 0/-51.7 +50/-51.7 +50/-50.4 �- - u.
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76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50., +50/-50 +50/-50 LI50 /-50 ¢2 F- S I'- t= Z ai
7/8" OVERALL w 0 C(U)Owu)w
U- rn
7/8' OVERALL 7/8' OVERALL 7/8" OVERALL FX yw 0 _j U)
�--3/16" ANNEALED wo (n
- 1/8' ANNEALED 1/8' TEMPERED 3/16' TEMPERED 0 W F- 0 0- = >.
x = Of w 3� w V,
-518" AIRSPACE 1/2' AIRSPACE 5/8" AIRSPACE 1/2" AIRSPACE a- �- a- cr CL
- 1/8" ANNEALED 3/16' ANNEALED 1/8" TEMPERED -3/16" TEMPERED
QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or,
CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, C;,S X �IJ4'
KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 4SG TPS KODISPACE 4SG TPS v�
I.G.SPACER LG. I.G.SPACER I.G.SPACER
4 SIKAFLEX 552 OR 4 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR N.� .58201
6 PURFECT 6 SlKAFLEX 552 OR.
PURFECT GLAZE 'H' PURFECT GLAZE T GLAZE 'H' PURFECT GLAZE H'
CARDINAL
OD'SPA G SPACE
R PURFECT
STATE OF %
1/2" GLASS BITE 1/2" GLASS BITE 1/2" GLASS BITE 1/2" GLASS BITE lift I I
8
48 48 8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
GLASS TYPE A GLASS TYPE B GLASS TYPE C 2428 Old Natchez Trc TrIGLASS TYPE D Camden, TN 38320
PH. 941-380-1574
COMPARATIVE ANALYSIc
AND GLAZING DETAILS
BAT 04/29/08
[DWGl�l REV,
NOTE: SETTING BLOCKS PER FBC 2411.3.3,1 S-154 G
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, SCALE: SHEET
-------- 1:1 2 OF 6
SECTION B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW,
SECTION C-C
ALTERNATE FIN FRAME
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-68
cog®
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
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8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SECTION VIEWS
BAT I 04/29/08
CWS-154 G
ALE' SHEET
1:2 3OF6
ffEM PART # DESCRIPTION MATERIAL 3 1/8" FRAME CORNER
I H-6222 Main Fr., SH, w/Fig., PVC, Head 1 15116" 1 CONSTRUCTION
Vinyl T_ 09woft
2 H-6222 Main Fr., SH, w/Fig., PVC, Sill Vinyl ss2 3/16" WINDOW SYSTEMSW
3 H-6222 Main Fr., SH, w/Fig., PVC, L. Jb. Vinyl 1900 SW 44TH AVE,
4 H-6222 Main Fr., SH, w/Fig., PVC, R. Jb. Vinyl 8 OCALA, FLORIDA 34474
5 H-2121 Meet. Rail, Fxd. Alum 5/8" WWW.CwS.Cc
8 H-6224 Sash Meet. Rail, PVC Vinyl 39/ 1 16"
9 H-2124 Reinf. Sash Meet. Rail rn Alu
10 H-6223 Sash Bottom Rail, PVC Vinyl CORNER WELD 8100 PVC
12 H-6225 Sash Sidefrop/Bot, Rail Vinyl PVC SASH PULL PVC SASH MTG (ALL SIDES) SINGLE HUNG
PVC FRAME 1:8
I
13 S-2129 Reirrf. S.B.R./S.S.R Alum FIN/FLANGE RAIL/STILE H-6223 RAIL
14 5-6237 Giz. Bd., 7/8!',Fxd., Hodz. Vinyl H-6224 NON -IMPACT
H-6231
15 S-6237 GIz. Bd., 7/8",Fxd., Vert. Vinyl
16 S-6237 Giz. Bd., 7/8',Sash, Horiz. Vinyl < K 3: < Z
17 S-6237 Glz. Bd_ 7/8",Sash, Vert. Lu Or�
Vinyl F_ DWQ 0
1 9/16"— Z W�o < f- Z W
18 S-6226 Scm. Adapt., w/Nib, PVC, Horiz. Vinyl w Z0Z X=_F
3 1/8"-- 0 :;z 0) �j >- 0 w �: Fn
19 S-6227 Scm. Adapt., PVC, Vert, Vinyl 1 3/16" LL �-w Z�-�:5'F
20 S-6025 Sash Stop / Filter, PVC, Vert. Vinyl Z Z=5<ww00
fin-il 9 0 0 F- 0 d < X , of
24 Balance FIXED MEETING RAIL Q 0 U) Z a. P co Q.
0 Z — — Z U)
25 P-3059 Sash Cam, PVC Plastic SCREWED TOGETHER WITH Z 00:3 50-
26 P-3046 Take Out Clip SS 21/8" OUTERFRAME < z(.)U)zo ()
F /8" �--'20 U-Z
27 P-3783 Lock, impact, PVC 2: /4" 1/16" 1:8 < 0 W — a: 0 —
I �- �- tZ Z C6
28 P-4069 Keeper, Impact, PVC 1/16" < w U) 0
0 �. Z) 3: g 2E
L (n 0 w Cn w
Zarnac
30 P-4479 Weep Cover w/ Flap Plastic u_ V) w 0 _j U)
32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray PVC SASH MTG RAIL Z T a-
- of 0 cn
33 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray PVC FRAME RAIUSTILE H-2121 0 w 1- 0 fL 2:
Of U)
FLANGE H-6225 Lu 3:
34 P-3429 Wstp., 0.270 x A 87 back FinSeal, Gray H-6222 Cr
35 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray
36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 1 5/16-
37 P-4638 #8 x 2-1/2 PH Mod. Truss Type A, Tak 2 Steel
1/16, A- IIJ4
38 P-3768 #8 x 0.625 Ph PH SMS Steel 1 1/16' EN r'�ss,'i®
39 P4051W #8 x 1.250 Ph FH TEK, Wht.
Steel
40 P-3539 #8 x 3/4 PH PN, TEK, Wht Steel 7/8" No. 58201
44 P-3342 Seam Sealer, SM-5504 16" 1/16" lfg=
45 P-5588 Cap Plug, 1/2" Hole Nylon PVC SCREEN PVC SCREEN PVC SASH
11116" "'6'
46 P-3438 Sikaflex 552 or Purfect Glaze "H" SUPPORT CATCH STOP iATE OF _*.Z�
48 P-5615 Set. BIk_ 85 bur., 1/8"x 1"x 2" Lg. Rubber S-6227 S-6226 1 1, V �'
S-6025 -"%Q*v!4q ,
N k INS
51 P-3881 Temporary Lbl. (NFRC/DP) *q'rT#f%w_ \�'\
52 P-3613 CWS Lbl, (logo)
53 Glass, Fixed (See Sheet 3) 5/8'
54 Glass,
Sash (See Sheet 3)
55 Spacer (see sheet 3) 7/8" 14
5/16" 8/05/2020
56 Spacer (see sheet 3) ""—R-
62 P-3218 Screen Frame, Horiz. 16
Alum REINF. PVC GLAZING]
REINF. SASH MTG 17 LUCAS A. TURNER, P.E.
63 P-3218 Screen Frame, Vert. Alum S-2129 BEAD FL PE # 58201
64 P-3321 Screen Frame Comer Key Plastic RAIL S-6237 2428 Old Natchez Trc TH
65 P-3581 Screen Cloth, 18 x 16 Fiberglass Fiberglass H-2124 Camden, TN 38320
66 P-3228 Screen Spline, .155 Da., Blk. Vinyl PH. 941-380-1574
67 P-3029 Screen Pull Tab Alum SHEET —DESCRIPTION:
68 P-3033 IScreen Spring, SS SS 1 118"
Vinyl BOM AND EXTRUSIONS
71 S-6228 lFixed Rail Cover Vinyl DRAWN BY: DATE:
PVC MTG RAIL BAT 04/29/08
COVER DWG REV.
S-6228
LINE ITEMS NOT USED: CWS-154 G
31,41-43,47,49-50,57-611 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, -9-C—ALF SHEET
1 1:8 40F6
14_` MAX. O.0
6" MAX. (TYF
6" MAX. (TYF
16"
MAX. O.C.
(TYP.)
4" (TYP)
4" (TYP)
ANCHOR LAYOUT - (FLANGE)
)TE 2
MEETING RAIL
CENTERLINE
NSTALLATION
\NCHORS TYP.
4" MAX. (TYP)-
4" MAX. (TYP.)
8„
MAX O.C.
(TYP.)
THRU FRAME ANCHOR
AT FIXED MEETING RAIL
(TYP.)
ANCHOR LAYOUT - (FIN)
)TE 2
INSTALLATION
ANCHORS TYP.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CwS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
4
1-
Z :S 4Z�
awo QwFoo
W
h
ct
Z Q Z F Z
Z
I-W:Ro�Za'S�;2
zs!!;¢tYwgO
O
C)
OI-O 4=mow
0U) i- Z CL I.- w ow
(}
Q�ow-=O-
h . 0
t¢-
w
0 n
I �W(n0 J(nw
Q
W -0 40�J)
No. 58201*:
Fix=
�j�
NOTES:
16 ®.e\
I. 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.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
8/05/2020
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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED
2428 Old Natchez Trc Trl
Camden, TN 38320
IN TABLE 1, SHEET 6.
PH. 941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETElCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE
OPTIONAL.
SHEET DESCRIPTION:
ANCHOR SCHEDULE AN
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
NOTES
DRAWN BY:
BAT
DATE:
04/29/08
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
DWG tt:
REV.:
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), FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
CWS-154
G
SCALE:
SHEET
1:25
5 OF 6
SUBSTRATE BY OTHE
SEE TABLE I
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLE
INSTALLATION ANCHOF
SEE TABLE I
SEALANT BEHIND
FLANGE BY INSTALLEF
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHE
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE
BY OTHERS
)IST.
1/4" MAX SHIM
SEE TABLE I
DMENT
MIN. EDGE DIST.
zj
SEE TABLE I
INSTALLATION ANCHOR
SEE TABLE I
(SHIM
PERIMETER SEALANT
PERIMETER
Y
BYINSTALLER
AND OUT
SEALANT BEHIND
FLANGE BYINSTALLER
rB`\ HORIZONTAL SECTION
KT7 TYPICAL JAMB ANCHORAGE
(SHIM
)MENT
1
DIST.
SEE TABLE I
A \ VERTICAL SECTION
`,6J 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" ITW TAPCON
1.
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16- ITW TAPCON
1.
2-
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
V
1.
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4-
2-112-
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
718"
FLANGE
12X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
718"
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"
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"
-
7/16'
FIN
2X MIN, SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-1/2"
1/2"
WINDOW SYSTEMS
MIN.
MIN. EDGE DIST.
SEE TABLE I
SUBSTRATE
BY OTHERS
SEE TABLE I
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
1/4" MAX SHIM
www.CWs.CC
8100 PVC
SINGLE HUNG
MIN. EMBEDMENT
SEE TABLE 1
NON -IMPACT
F-
_Z 3: < Z 3:
0WQ W<Wood
PERIMETER SEALANT
Z
W�o w
r-z,-
BYINSTALLER
INSIDE AND OUT
w
0
Zo.
;� U) � >- 0 Tf 3: Fn
INSTALLATION ANCHOR
LL
Z
F-W ZI_;3::E1
Z T 5 < w w 0 0
SEE TABLE 1
0
0
0 1- 0 j < 3: , 0�
0 U) Z a- P U) 6-
TBEHIND
FIN BY INSTALLER
0
Z
Z Z F- D 0
00:3 --:)c)-
Oozo
C HORIZONTAL SECTION
<
>_
0
F--,:Etil o U-Z
TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
w
<
Z 5; ui
:D
W
W_
a
0 wu)owu)w
LL CO w
Z CL 0
n-
o
w 0
- w 0
[If W3:ww
No. 58201 Zs
71
nu
8/05/2020
LUCAS A. TURNER, P.E.
�/Zo
FL PE # 58201
PERIMETER SEALANT
2428 Old Natchez Trc Tri
BYINSTALLER
INSIDE AND OUT
Camden, TN 38320
PH, 941-380-1574
D HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
DRAWN BY
DATE:
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
BAT
04129/08
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #
REV,
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER,
CWS-154
G
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE:
SHEET
SHOWN FOR FLANGE WINDOWS.
1:2
6 OF 6
Comments
Archived
Product Manufacturer w u,� Systerns Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Win0ows;
Subcategory Ho'rj;ont41�S11dtr
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 0 '�2' 1,/ 8
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FUZZ -El--COI valR psilio-0- Of
Stan A"r
AAMA/WDMA/CSA IOI/I.S.2/A440-08
https:llfloridabuilding.org/pr/pr�_app_.�dtl.aspx?param=wGEVXQwtDqsRyNwiNWDrY`/a2btGx8TDFNwh9%2fLfBLzKSgkzPTAYae5QxQ%3d`/`3d 1/2
7/14/2,021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
07/31/2020
Date Validated
08/02/2020
Date Pending FBC Approval
08/10/2020
Date Approved
10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
17355.1 HS-620 Vinyl Horizontal Slider XO
Limits of Use
HS-620 Vinyl Horizontal Slider, XO, Non -impact.
_... -... ....... _._........ ....._
Installation Instructions
Approved for use in HVHZ: No
FL17355 R5 II CWS-1031B.p, if
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201 j
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports i
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
FL17355 R5 AE EvglRepart1031B.pdff
details for DPs. Glass complies with ASTM E 1300.
Created by Independent Third Party: Yes
__....._.._._ .......... _.... ........ .... .__.. ___ ___.._.._._____.___.__........ ...._._....._.... a .... .__...................
17355.2 HS-620 Vinyl Horizontal Slider XOX
— .........
Limits of Use
_..._.._.._....._____ ___ ____.._ _____..__. __..._._...____..____._.-.____..._._....._._...._........_.
HS-620 Vinyl Horizontal Slider, XOX, Non -impact.
_._......
Installation Instructions
Approved for use in HVHZ: No
FL17 5 R5 II CWS 1067A gdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
j Created by Independent Third Party: No ;
Design Pressure: N/A
j Evaluation Reports ;
Other: Max, size ill" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
( FL17355 R5 AE EvalRe�ork_1Q 7C7kpfff
1/4. See installation details for DPs. Glass complies with ASTM l)
Created by Independent Third Party: Yes
E 1300.
-__._ _.__.. ._._
1,73553 _
__ .__-_.--..
HS-620 Vthyl Korizontal Slider XX
HS-620 Vinyl Horizontal Slider, XX, Non -Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17355 R5 II CW�,-1059A.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
„� sit R tstpnt: No �
Created by Independent Third Party: No
besi6 "�ure: N/A
Evaluation Reports
Other: Max sizes: 74" x 63" and 74" x 72". See installation I
FL17355 R5 AE EvalReportl059A.pdf
detail for DPs. Glass complies to ASTM E 1300, 1!
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employee Cop
yriyht 2007-2013 State of Flprida.:: Privacy 5jilLement :: 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 emaiis
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:
O R
Sao-
IVCredit Card
1, ss citrl€:V I�1rI a .B°
hops://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY°/p2btGx8TDFNwh9°/`2fLfBLzKSgkzPTAYae5QxQ%3d`/pad 2/2
GENERAL NOTES: aggomw
HORIZONTAL SLIDER - NON -IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION. 1900 SW 44TH AVE,
OCALA, FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 2) Www.CwS'CC
75 1/4' FLANGE WIDTH 3. CONFIGURATIONS: "XX".
- 74' MAX. UNIT WIDTH 620 PVC
36" 4. DESIGN PRESSURE RATING (SEE SHEET 2):
MAX. SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND HORIZ. SLIDER
GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACT
1— 32 1116' -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. <
_
ul �
0
U0
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Z Luo 0 < 0
w
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR W Z O Z X t7
0 :;z U) § >_ 0 0� 3: M
FLANGE DETAILS. WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR Uj Z�: :2 �E
HEIGHT WOOD ANCHOR CALCULATIONS. Z ZY2<wwoo
73 1/4'
,2" V) P 0) 0-
IY
MAX. C C 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 Z - U) - Z I_ :) U)
UNIT D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, Z OCD:) 56-
zocozo 0
HEIGHT < t- '20 U-Z
6 >- <!-��Ow-xo_
T ALL FRAMES AND VENTS FULLY WELDED. 2<
x x >- U) L) - Z to
67 7/8' < Q� of
P oo�->-53:25
MAX 8. SERIES / MODEL DESIGNATION HS-620. w LL Wcoowww
0) w 0SASH 0� Z 7 a- w o
I H - I I
HEIGHT 1 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Q.
g�ff 0 w P- 0 0- 2:
X = OPERABLE SASH Of = Ir w 3: Uj')
DLO 75 1/4" FLANGE WIDTH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 0. IL of
74' MAX_ UNIT WIDTH LOCATION.
36"
%%jittlift",
11.EXTERNALWEEP SLOT 5/16'x 2-1/8" LOCATED 4-1/2" FROM A- TU4,
q MAX.
SASH WIDTH BOTH ENDS.
32
LASS1/16" DLO A z4o, No58201,
Asa=
Lucas Turner
64 114" I 2020.07.27 STATE OF
At
FLANGE ORO
AU
HEIGHT 63 11:25:33
MAX -05'00' 1111%
UNT B B
HEIGHT
59 1/16" L I
MAX
SASH 7/23/2020
HEIGHT
Uj i Ar LUCAS A. TURNER, P.E.
GLASS FL PE # 58201
DLO t 2428 Old Natchez Trc TrI
4> vet Camden, TN 38320
PH, 941-380-1574
A SHEET DESCRIPTION*
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE:
GENERAL NOTES & ELEVATIONS....A SIZE REINFDESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS & GLAZING DETAIL. . _.2 DWG #: REV.:
SECTION VIEWS ..................................3 74" x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 A
EXTRUSIONS & B.O,M.........................4
NONE
I — __
ANCHOR SCHEDULE & NOTES .5 74" x 72" YES CHARTS, SHEET 2 SCALESHEET
INSTALLATION DETAIL .......................6 1:25
1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A, B, C, OR D
Unit
Unit Height
Width
351/2
391/2
431/2
471/2
51 1/2
551/2
591/2
63
391/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50/
431/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50/-75
+50 7
471/2
+50/-75
+501-75
+50/-75
+50/-75
+501-75
+50/-75
+501-70.2
+50 -i
51 1/2
+50/-75
+50/-75
+501-75
+50/-75
+50/-75
+50/-74
+50/-67.5
+50 /:
551/2
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50 / -713
+501-65
+50 / a
591/2
+50/-75
+501-75
+50/-75
+50/-75
+50/-75
+50/-68.1
+50/-62
+so/ -
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X- WITH GLASS TYPES A, B, C, OR D
Unit
Unit Height
Width
351/2
391/2
431/2
471/2
51 1/2
551/2
591/2
63
391/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -70.6
431/2
+50/-75
+50/-75
+501-75
+50/-75
+50/-75
+50/-75
+50/-70.1
+50/-65.4
471/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-71.5
+50/-65.5
+50/-61
51 112
+50/-75
+50/-75
+501-75
+50/-75
+50/-74.5
+50 -67.5
+50 / -61J
+501-57.4
551/2
+50/.75
+501-75
+50/-75
+50/-75
+501-71
+50 -641
+50/-58.5
+50 -54A
59112
+50/-69.6
+50/-69.6
+50 / -69L6
+501-69.6
+501-68
+50/-61.3
+50/-56.8
+5() i -51.8
63112
+50 / -61A
+501-61.1
+501-61.1
+501-61.1
+501-61.1
+50/-58.9
+501-53.5
+49.5/49.5
671/2
+501-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50 / -54A
+50/-51.5
+47.6/47.6
71 112
+48.2 / -48.2
+48.2 / -48.2
+48.2 / -48.2
+48.2 / -48.2
+48.2/48.2
+48.2 / -48.2
+48.2/48.2
+45.91-45.9
74
+45.1145.1
+45
+45/-45
+45/-45
+45/45
+45/45
+45/-45
+45/-45
FLANGE WINDOW WITH 2011 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D
Unit
Unit Height
Width
351/2
39 112
431/2
471/2
51 1/2
551/2
59 1/2
63 1/2
671/2
72
391/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -72.6
431/2
+50/-75
+50/-75
+50 / -75
+50/-75
+501-75
+50/-75
+50/-75
+50/-75
+50/-72.3
+501-67.0
471/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50 1 -72J
+50/-67.4
+50/-62.4
51 1/2
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50/-75
+50/-74.2
+50/-68.3
+50 / -633
+50 / -58.5
551/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-70.4
+50/-64,7
+50/-59.9
+501-55.2
59112
+501-69.6
+50 / -%
+
.9
+501-52.4
631/2
+50/-61.1
+50/-61.1
+501-61.1
+50/-61.1
+50 / -61. 1
+501-61.1
+50/-61.1
+50/-58.9
+50/-54.3
+501-50.0
671/2
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-54.1
+50/-52.1
+47.9 1 -47.9
71 1/2
+48.2/-48.2
+48.2/48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/48.2+48.2/-48.2
+46/-46.0
74
+45.1 / -45.11
+45 / 45
+45/45
+45/MI5
+45/-45
+45/-45
+45/45
+45/45
+45/45
+45/45
GLASS TYPE A
FIN WINDOW WITH 2011 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D
Unit
Unit Height
Width
351/2
391/2
431/2
47112
51 112
551/2
591/2
63 1/2
67112
72
391/2
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50/-75
+50/-75
+50 / -74.8
+50 -69.6
+50 74-5
431/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-74.9
+50/ -69.2
+50 -64,3
+50 -59.6
471/2
+50/ -75
+50/-75
+50/-75
+50/-75
+50/-75
+50 /-75
+50/-70.0
+50/ -64.6
+50 -59.9
+50 -55.4
1
1 .
1
GLASS TYPE C
551/2 1 +50 / -71.1 1 +50 / -71.1 1 +50 1 -71,1 1 +50 / -71.1 1 +50 / -71.1 1 +50 / -68.5 1 +50 / -62.5 1 +501-57.5 1 +50 / -53.2 1+49A 1-49.11
+50 / -54.
718" OVERALL 7/8' OVERALL
1/8" ANNEALED 1/8" TEMPERED l2w(mow
1900 SW 44TH AVE-
9/16" AIRSPACE 9/16" AIRSPACE OCALA, FLORIDA 34474
1/8* ANNEALED 1/8" TEMPERED www.CWS.CC
QUANEX DURASEAL or, QUANEX DURASEAL or,
CARDINAL XL EDGE or, CARDINAL XL EDGE or,
KODISPACE 4SG TPS KODISPACE 4SG TPS 620 PVC
I.G.SPACER I.G.SPACER HORIZ. SLIDER
SIKAFLEX 552 OR SIKAFLEX 552 OR NON -IMPACT
PURFECT GLAZE 'H- 36 PURFECT GLAZE "H"
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- 7/8" OVERALL 7/8" OVERALL
-3116' ANNEALED 3/16" TEMPERED
!ktiN'.CoK
-7116' AIRSPACE 7/16' AIRSPACE
-3116' ANNEALED 3116' TEMPERED
- QUANEX DURASEAL or. QUANEX DURASEAL or, No. 58201
CARDINAL XL EDGE or, CARDINAL XL EDGE or,
KODISPACE 4SG TPS KODISPACE 4SG TPS
iG.SPACER I.G. SPACER 1W
S KAFLEX 552 OR SIKAFLEX 552 OR
II' PURFECT GLAZE "H" 36 PURFECT GLAZE -H-
5/8' GLASS BITE 5/8" GLASS BITE
7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Tic Td
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE
CHARTS AND GLAZING
GLASS TYPE D DETAILS
DRAWN BY: DATE,
EMK 04/22/15
DWG 9: REV.:
SETTING BLOCKS PER FBC 24113 A
NOTE:
SCALE: SHEET
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 1:1 2 OF 6
SECTION VIEW A -A
ALTERNATE FIN FRAME
ITEMS NOT SHOWN FOR CLARITY:
7-8, 10, 12, 15-16 & 21
SECTION VIEW B-B
SECTION VIEW C-C
MTG RAIL REINFORCEMENT (2011) REQUIRED
ON UNIT HEIGHTS ABOVE 63"
1900 SW 44TH AVE.,
OCALA, FLORIDA 34474
www.Cws.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
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7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
HEET —DESCRIPTION
SECTION VIEWS
RAWN EY: DATE:
EMK 1 04/22/15
W—G# REV.:
9 CWS-105!—[
CALF:SHEET
1:2 30F6
3 H-6139 [SASH DRAW RAIL
4 H-6140 SASH TOP/BTM RAIL
5 H-6140 SASH INTERLOCK RAIL, EXT. PANEL_
6 P-5615 SETTING BLOCK, 1/8" x 7/8" x 2"
7 P-3029 SCREEN LIFT TABS
8 P-3033 SCREEN SPRINGS
9 P-3218 SCREEN FRAME
10 P-3228 SCREEN SPLINE
11 P-3305 WTSP., 0.18T'x 0.279'SOFT FIN
12 P-3511 #8-18 x 0.625" PN PH TEK #2 POINT ZIP
13 P-3783 IMPACT SASH LOCK
14 P-3784 KEEPER
15 P-4146 #8-18 x 0.750r FH PH #2 POINT TEK ZP
16 P-4754 SCREEN CORNER KEY
17 P-5420 WEEP COVER ASSY
18 P-5588 HOLE PLUG
19 P-5423 #8-18 x 0.500" PN PH TEK #2 POINT ZP
20 P-5428 ROLLER ASSY
24 P-5441 L BLOCK
26 S-2004 REINF., SIDE RAIL
2 F., MEETING RAIL, INT. PANEL
28 0INTERLOCK ADAPTOR
29 1 �S-20�390 ROLLER TRACK
31
S-2043
IREINF., MEET
32
S-2044
REINF., TOPIE
33
S-6141
0.875" GLAZIN
34
GLASS
SEE SHEET 2
35
DOW CORNIN
36
PURFECT GIJ
37
S-2011
REINF- EXTEI
38
P-3515
#8 x 5/8" PH F
LINE ITEMS NOT
21-22,25
CORNER CONSTRUCT]ION
PVC 1 1 112— 1900 SW 44TH AVE.
OCALA, FLORIDA 34-474
PVC T---- www'CW&CC
PVC
'TEEL
1 15/16"
CORNER WELD 620 PVC
3TEff-L7 4 18" 1/16" 1/16" ALLSIDES
HOR
ALUM 1 1:8 IZ. SLIDER
LAC NON -IMPACT
STEEL < 3: PVC MAIN FRAME PVC TOP/BTM RAIL —0
H-6127 H-6140 I-< 0WO 0) w 0 0
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ALUM PVC LOCK RAIL PVC DRAW RAIL ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141
ALUM H-6135 H-6139
A. y PVC T%
ILICONE 1/16"
1 5116",
5/16'
5/16"
No. 5820 'L'CONE
ALUM *
u
VCL15/16, 31 11116" =
STATE OF
.093" 1116"
ALUM REINF. ALUM REINF. - S-2044 ALUM REINF, - S-2005
S-2043 ALUM REINF. - S-2004
-5 1 9116— 318" 7/16' 7/23/2020
�—(49 LUCAS A. TURNER, P.E.
37 39
El /1 �6" 718"
FL PE # 58201
ALUM ROLLER TRACK - 5-2030 ALUM EXT. REINF. - S-2011 PVC COVER - P-5400 2428 Old Natchez Trc TH
Camden, TN 38320
PH. 941-380-1574
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED,
EMK 04/22/15
NG 4' REV.:
Cws-1059 A
:ALE: — ---SHEET
1:2 4 OF 6
FOR UMT HEI
6" MAX. (TYP.
6" MAX. (TYP,
In
ANCHORLAYOUT- (FLANGE)
8" MAX O.C. (T
4" MAX. (TYP.)
E 2 4" MAX. (TYP.)
INSTALLATION
ANCHOR (TYP.)
8"
MAX. O.C.
(TYP.)
NOTES:
1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
ANCHOR LAYOUT - (FIN}
NOTE THRU FRAME ANCHORS a@ MTG RAIL
SEE NOTE 2
4STALLATION
,NCHOR (TYP.)
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 ANCHORS SHALL NOT BE USED IN SUBSTRATES 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, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" 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 RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT 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), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
o gon®
MNDOW SYSTEMS
1900 SW 44TH AVE, ,
OCALA, FLORIDA 34474
www.CwS.CC
Lt t
62-f0 PVC
HORIZ. SLIDER
NON -IMPACT
Q Z 3: Q Z �r
Z pW�04 (Eg-U-cc
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58201
*
STATEOF
7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH, 941-380-1574
ANCHOR SCHEDULE ANC
NOTES
EMK 1 04/22/15
CWS-1059 A
5ALe SHEET
1:20 1 5 OF 6
MIN. EMBEDMENT
SEE TABLET
SUBSTRATE
TYPICAL HEAD ANCHORAGE
BY OTHERS
1/4" SHIM
4" MAX.MAX 'SHIM
SEE TABLE 1
MIN. EDGE DIST.
---1
SEE TABLE 1
SUBSTRATE BY OTHERS
oo
MIN. EDGE DIST.
SEE TABLE I
SEE TABLE 1
IN EMBED
MIN. EMBEDMENT
MENT
INSTALLATION ANCHOR
PERIMETER SEALANT
TABLE 1
SEE TABLE 1
0
BY INSTALLER
INSIDE AND OUT
SEE TABLE 1
IF
SLANT BEHIND
FLANGE BY INSTALLER
71
L 1/4" MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE I
SEALANT BEHIND I tJ 114" MAX. SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT
MINSEE TABLE I
N. EMSEDMEI,
BY INSTALLER 2�m/
INSIDE AND OUT
SUBSTRATE BY OTHERS MIN, EDGE DIST.
SEE TABLE I SEE TABLE 1
SEALANT UNDER SCREW -----/ rA'VERTICAL SECTION
HEAD BY INSTALLER ErTYPICAL SILL ANCHORAGE
—PERIMETER SEALANT
BY NSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
�B HORIZONTAL SECTION
�6 TYPICAL JAMB ANCHORAGE
I TABLE 1: APPROVED INSTALLATION FASTFNFRs I
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16- fTW TAPCON
V.
2"
FLANGE
CONCRETE (2,85 KSI MIN.)
3/16' ELCO ULTRACON
1"
1.
FLANGE
HOLLOW or GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2 —IIr
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 (0.069') MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HIL11 KWIK-FLEX OR ITV
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.069'
7/16'
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
118" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING I
DRILLING SCREW
FULL THREAD
THRU 0125"
7/16"
FIN
2X MIN. SOUTHERN PINE (G=0.55)
..........
1#10 WOOD SCREW
1-1/2"
1/2'
MIN. EDGE DIST. !Tji� SUBSTRATE
SEE TABLE 1 By OTHERS
1/4' MAX. SH F SEE TABLE 1
MIN. EMBEW
SEE TABLE I
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
;�--- L—SEALANTBEHIND
FIN BY INSTALLER
C HORIZONTAL SECTION
K:E) TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DET. A/6) REQ'D AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT.
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
MNDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CW&Cc
620 PVC
HORIZ. SLIDER
NON -IMPACT
3:
< Z - 3t < Z
I- awo wwod
Z W-10 <�-C`w
III ZOZ XLKI-
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0 Ol-Ob<xI_x
0 0 U) f- Z a- P U) a-
m Z — U3 — Z F-:D U)
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xx U2u)
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w
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Z-O/ No. 58201
=xt
Lai Z=
S;k STATE OF
7/2312020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
INSTALLATION DETAILS
EMK 04/22/15
WG #: REV.:
Cws_1059 A
CALE: SHEET
1:2 6 OF 6
7/14/2021
rAU=913WA=Z1=AZU=
FL #
FL17355-R5
14k
Application Type
Revision
13
Code Version
4 it'-
Application Status
Approved
Comments
Archived
Product Manufacturer QP ',',,'Wtr)4owSystehW1nc,
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws,cc
Category \�"!hoows"
Subcategory Rdmont6lSifde'r
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL17355 R5 COI JE �IRQII�IB.P-df
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
Year
2008
hftps:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsRyNwiNWDrY�/a2btGx8TDFNwh9%2fLfBLzKS9kzPTAYae5QxQ`/`3d`/`3d 1/2
7/141'2021
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
07/31/2020
08/02/2020
08/10/2020
10/13/2020
FL #
Model, Number or Name
Description
17355.1 HS-620 Vinyl Horizontal Slider XO
HS-620 Vinyl Horizontal Slider, XO, Non -impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI 173 5 R51I CWS-1Q316.p�P
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure; N/A
Evaluation Reports
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
FL AE EvalReport1031f.p_ f
details for DPs. Glass complies with ASTM E 1300,
Created by Independent Third Party: Yes
0,§ V, t�ti7ontal Slider XOX
Vinyl Horizontal Slider, XOX Non -impact.
L71HS?
`HS-620
I Installation Instructions
Limits of Use
Approved for use in HVHZ: No
FL17355 R5 II CWS-10678pdf
Approved for use outside HVHZ: Yes
( Verified By: Lucas A. Turner PE-58201 i
Ilm i f pt. No
Created by Independent Third Party: No
( Evaluation Reports
Design Pressure: N/A
Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
EL17155 R5 AE Eva1R_P.Q2r1067A W_ff
Yes
1/4. See installation details for DPs. Glass complies with ASTM
Created by Independent Third Party:
E 1300.
;
17355.3 HS-620 Vinyl Horizontal Slider XXHS-620
Vinyl Horizontal Slider, XX, Non -Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL117355 R5 II CWS-1059A p_df
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
FL17355 R5 AE EvalReport1Q59A p iff
detail for DPs. Glass complies to ASTM E 1300.
Created by Independent Third Party Yes
ED EE
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. C6pyright 2007-2013 State of Florida.:: Priva y 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:
Ed
Credit Card
Safe
r
https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwh9%2fLfBLzKS9kzPTAYae5QxQ%3d%3d 2/2
112 1/4" FLANGE WIDTH
I I I" MAX. UNIT WIDTH
36 11/16'
MAX. SASH WIDTH
MAX. SASH IDTIH
32 3/4' GLASS DLO
_32 3/4" GLASS DLO
1�7
so
4
114"
FLANGE
HEIGHT
63"
B
x
x iB
B UMNITAX.
58 7/8" HEIGHT
MAX.
SASH
HEIGHT
551/16-
GLASS
C
DLO
A C
A
6
1/3 - 1/3 - 1/3
112 1/4" FLANGE WIDTH
111" MAX. UNIT WIDTH
28 118"
53 314" MAX. SASH WIDTH
F
MAX. SASH
WIDTH
Fr__ 49 13116' GLASS DLO
24114-
GLASS DLO
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
DP CHARTS & GLAZING DETAIL........2
SECTION VIEWS..................................3
EXTRUSIONS & B.O.M A
ANCHOR SCHEDULE & NOTES ... .5
INSTALLATION DETAILS .6
FA
H]
x
1/4 - 1/2 - 1/4
0
58 7/8" MAX
SASH
I HEIGHT
55 1/16' GLASS
DLO
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
MINIDOW SYSTEMSffl
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
1900 SW 44TH AVE. ,
OCALA, FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 2)
WWW.CWS,CC
3. CONFIGURATIONS: "XOX'.
620 PVC
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
HORIZ. SLIDER
GLASS TABLES ASTM E-1300-04e01/09.
NON -IMPACT
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
<
<Z0
ASTM E-1300-0401/09.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
Z
oujo O)WOO
w_J0 `Z I- wIN
THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS.
wZ0Z
0
wI`_F=I_
7C (n § >_ 0 Of 3: Fn
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
1
l- w Z i�::2 -F
WOOD ANCHOR CALCULATIONS.
Z
0
Z T2 < w w 0 0
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
0
0
OF-0d<=l_w
0 F- W =) Z Z a_ F- co (L
Z — F- V)
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
Z
0,
—0Zowzo
7. ALL FRAMES AND VENTS FULLY WELDED.
<
fy
<
F--,20 U-Z
< 3: 0 Uj — 2: 0 —
2 9 >� F- C6
U) 1)
w 3: 0:2
0 0
8. SERIES / MODEL DESIGNATION HS -620.
w
wwoulow
U- U) w
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
0
Z 0 _j U) I-
W 0 4; CO
LU �- 0 CL 7 CL W
M >-
X = OPERABLE SASH, 0 = FIXED SASH
"
x w ui i�: w U)
I- w W
(L
(L
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
F
LOCATION,
11. EXTERNAL WEEP SLOT= 5/16"x 2-1/8' LOCATED 4-1/2" FROM
BOTH ENDS.
fill 47
No. 58201 4:
M E
Lucas Turner
64 114"
FLANGE 2020D7,27
HEIGHT 11:24:57
63"
MAX. -05'00'
UNIT
HEIGHT
7/23/2020
a Hill will IN1004"IIIIIIIII
I IN I
0:14EN-12"wir,
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
iEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
SAWN BY: DATE'
EIVIK 06/02/15
NG _# REV.:
CWS-1067 A
-ALE' SHEET
1:25 1 OF 6
Unit
Unit Height
Width
171/2
1 231/2
1/2
35 1/2
41 1/2
47 1/2
531/2
59112
63
531/2
+50.0 -75.0
+50.0 -75.0
+50.0 / -75.0
+50.0 / -75.0
+50.0 -75.0
+50.0
+50.0 / -75.0
+50.0 (-75.0
+50.0 (-75.0
591/2
+50.0 -75.0
+50.0 -75.0
+50.01-75,0
+50.0 / -75.0
+50.0 -75.0
+50.0 / -75.0
--;750.() 1--75.0
--4750.0 _/75.0
+50.0 / -75.0
65 1/2
+50.0 -75.5-
+TO.O -75.0
-50.0 -75.0
+50.0 / -75.0
750.0 -75.0
+50.07--750
0
+50.0 / -74.0
+50,0 / -71.3
71 1/2
+50.0 -75.0
+50.0 -75.0
+50.0 -75,0
+50.0 / -75.0
+50.0 -75,0
+50,01-75.0
--;750.0 _/75,0
-;50.0 _/68.6
+%o / -64.5
771/2
+50.0 -75.0
+50,0 -75.0
+50.01-75.0
+50.0 / -75,0
+50.0 -75.0
+50.0 / -75.0
+50.0 _/75.0
+50.0 / -67.1
+50.0 / -61 A
831/2
+50.0 -75.0
+50.0/- 5.0
+50,0 -75.0
-750.0 _/
_;_50.0 -/75.0
+50.0 -75.0
1 +50.0 / -75.0
-+50.0/ -74.7
_+50.0 / .64.9
+50.01-60 3
891/2
+50.0 -75.0
+50.0 / :75-0
75.0
+50.0 -75.0
+50.0 -75.0
1 +50.0 / -75.0
+50.0 :71-5
750.0 / _61,9
'
0 / -57A
95112
+50.0 -75.0
1 +50.0 / -72.5
+50.0 / -67.9
+50.0 -67.5
_T50._0/
+50,0 -67.5
-;-50.0 -/67.5
+50,0 -67.5
+50,0/-59.3
_;50 0 1-54.9
101 1/2
+50.0 -75.0
+50L0 / -65,9
+50,0 / -60.8
-59.8
+50.0 -59.8
+50.0 / -59.8
+50.0 1-59.8
+50.0 / -57.1
+50,0 / -52.8
ill
+50.0 -69.2
+50.0 / -57.7
+%0 / -52.1
+50.0 1 -50L i
+50.0 1 -50.0
+50.0 / -50.0
+50.0 / -50.0
+50.0 / -50.0
+50.01-50.0
DESIGN PRESSURESFOR_114-imim rompir,11RATInN WITW e-f AQQ TNimc A -no m to - Ant c t -
Unit
Unit Height -
Width
17112
231/2
291/2
351/2
411/2
1 47 1/2-
53 -1/2
59-1/2
-63
531/2
+50.0 / -67.5
+50,0 / -67,5
+50.0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
-;-5-0
,01-67.5
+50.0 / -�Bff
+50.0 / -67.5
59 1/2
+50.0/-67.5
+50,0/-67.5
+50.0/-67.5
+50.01-67.5
_;5-0,0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
+56-,0 1-67.5
-;50.0 _/66.2
651/2
+50.0/-67,5
+50.0/-67.5
+50.0 / -67.5
+%0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
+50,01-66.3
+50.0 / -61.6
71 1/2
+50.0 / -67.5
+50,01-67.5
+50.01 -67.5
+50.0 / -67.5
+50.0 / -67.5
+50.0 / -67.5
-750.0 _/67.5
7+50.0 -/62.5
+50.0/-579
77 1/2
+50.0 / -67.5
+50.0 / -67.5
+50.01 -67.5
+50.0 / -67.5
+50.0 / -67T
-;50.0 1-67.5
-7-50-
.0/-67.5
+50.0 / -59.3
+50.0/ -
83 1/2
+50.01-67.5
1 +50.0 / -67.5
1 +50.0 / -67.5
1 +50_,_0_/_-6_7_.5_T_+50.0
/ -67.5
+50.0 -67.5
+50,0 -66.1
+50.0 / -563
+50.0 / -52,3 1
891/2
+50.0 -67.5
+50.01 67.5
+50.0 / -67.5
+50.0 -67,5
+50.0 / -67.5
+50.0 -67.5
+50.0 .63.,
-
+50,0/-54.5
+50.0 / -50.2
951/2
+50.0 -65.5
+50.0 / -60.8
+50,0 / -60.8
+50,0 -60.8
+50T/ _-60.8
-4750.0 -/60.8
+50.0 -60.8
-75-0.0 / -52.7
+48.4 / -48.4
101 1/2
+50.0 -59.6
+50.0 / -54.1
+50.0 / -53.8
+50.0 -53.8
+50.0 / -53.8
+50.0-1-53.8
_+50.0/ -53.8
-+50.0/ -51.2
-+46.9 / -46.9
'Ill
+50.0 -52.1
+46.1 / -46.1
+45.0 / -45.0
+45.0 -45.0
-+45.01 -45.0
+45.0 / -45.0
+45.01 -45.0
+45.0 / -45.0
+45.0 / -45.0
NOTE: GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16"
7/8" OVERALL
1/8" ANNEALED or TEMPERED
-9/16" AIRSPACE
1/8" ANNEALED or TEMPERED
FV ___QUANEX DURASEAL or, CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
KAFLEX 552 OR
36 PSIURFECT GLAZE"H'
GLASS TYPE A
NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
518" GLASS BITE
718' OVERALL
3/16" ANNEALED or TEMPERED
7/16" AIRSPACE
3/16' ANNEALED or TEMPERED
- QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G.SPACER
3) SIKAFLEX 552 OR
PURFECT GLAZE 'H"
5/8' GLASS BITE
GLASS TYPE B
SETTING BLOCKS PER FBC 241-1-3-3-11
MNDOW SYSTEMS
1900 SW 44TH AVE. ,
OCALA, FLORIDA 34474
wwW.CWs.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
<Z3:
P 0WO wwob
Z W'a <�_Ozw
w ZOZ xt_P-
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Z U) w
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0
0 w �-
X 3: IL 3: w U)
A. IIJ4,
Z o-58201
7123/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
DP CHARTS AND
GLAZING DETAILS
EIVIK 1 06/02/15
WG _#1R_EV
CWS-1067 A
"ALE: I SHEET
1:1 20F6
107=1
SECTION VEW A -A
SECTION VIEW C-C
ALTERNATE FIN FRAME
SECTION VIEW B-B
Dual
WINDOW St MS
1900 SW 44TH AVE. '
OCALA. FLORIDA 34474
WWW.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
Q Z 3: Q Z 'S
t- a-'s QFoo
Z ZS2QKwop
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® No, 58201 *
STATES .�►�
7/23/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH, 941-380-1574
SECTION VIEWS
CWS-1067 A
�E SHEET
12 30F6
PARTS LIST
RIPTION
MATEii
FRAME
PVC
INTERLOCK RAIL, INT. PANEL
PVC
DRAW RAIL
PVC
TOP/BTM RAIL
PVC
INTERLOCK RAIL, EXT. PANEL
PVC
NG BLOCK, 1/8'x 7/8" x 2"
EN LIFT TABS
STEE
EN SPRINGS
STEE
EN FRAME
ALUK
EN SPLINE
1., 0, 187' x 0.270" SOFT FIN
x 0.625" PN PH TEK #2 POINT ZP
STEE
�T SASH LOCK
ER
x 0.750" FH PH #2 POINT TEK ZP
STEE
EN CORNER KEY -
NYLO
0 WEEP COVER ASSY
NYLO
PLUG
NYLO
x 0.625" SO PH TEK #2 POINT ZP
STFiE
1 24
P-5451
IT BLOCK, FIXED SASH
NYLON
25
P-5448
1#8 x 1.50" PN PH #2 POINT TEK ZP
STEEL
26
S-2004
REINF., SIDE RAIL
ALUM
27
S-2005
REINF_ MEETING RAIL, INT. PANEL
ALUM
28
S-2029
INTERLOCK ADAPTOR
ALUM
29
S-2030
ROLLER TRACK
ALUM
31
S-2043
REINF., MEETING RAIL, EXT. PANEL
ALUM
32
S-2044
REINF., TOP/BOTTOM RAIL
IALUM
I
33
1 S-6141
0.875- GLAZING BEAD
I PVC I
LINE ITEMS NOT USED:
22,30 1
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
PVC MAIN FRAME
H-6127
�111/16"
2
15/16"
Ly—A
PVC LOCK RAIL
H-6135
1/16"
ALUM REINF.
S-2043
PVC TOP/BTM RAIL
H-6140
2 1/8"
PVC DRAW RAIL
H-6139
1 1/16" 32
ALUM REINF. - S-2044
F__5/8 1 9/16'-
ALUM ROLLER TRACK - S-2030
1 3 L
PVC TRACK FILLER - P-5429
7116' — -
;1 3/16"
CORNER CONSTRUCTION
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wWw.CWS.CC
620 PVC
CORNER WELD
ALL SIDES
HORIZ. SLIDER
NON -IMPACT
Z
— 3: <Z
OLUO O)WO
<,cow
.Jo
ZOZ CrtzF
U.
Z
F- w Z t-: 3::!; a!
Zt-OM!5
0
0
<<X=W_OO
O dx
Z
-zoo -zoozo 0
�--'20 LLZ
�5116"
>_
ry,
<3:ow-=O-
M< �_F-tzz
>- U) (.) ui
w
0� X
0 0 �- >- D 3:0 2
x w 0 w u) w
u- U)
_w -
KIM wo�iw
0MMW>-
M
M Of w Z>_ - w
ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 a a. T_ a.
A-
1 5/16'
5/16'
1 1/16" 1 1/16" No 5820
x
.093" 1/16"
SATtATE Og�Z
ALUM REINF. -S-2005 ALUM REINF.-S-2004"
2 5/16--j
7/23/2020
4" �fj
is
L noo
L6'
FIXED PANEL"T" BLOCK
P-5451
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
BOM AND EXTRUSIONS
EIVIK 06/02/15
NG# REV,
CWS-1067 A
-ALE: SHEET
1:2 4 OF 6
4" MAX. (TYI
4" MAX. (TYI
8"
MAX. O.C.
(TYP.)
NOTES:
ANCHOR LAYOUT - (FIN)
1/4 - 112 - 114 and 1/3-1/3-1/3
NOTE THRU FRAME ANCHORS �7a MTG RAIL
6" MAX. (TYP.) 14 1/2' MAX. O.C. (TYP.)
JT
f—ANCHOR @ MTG RAIL
6' MAX. (TYP.) :.-4" (TYP.) CENTERLINE (TYP.)
uttY
lNCHOR (TYP.) 18"
MAX. O.C. L
ji
NOTE 2 (TYP.)
INSTALLATION
ANCHOR (TYP.)
f
ANCHOR LAYOUT - (FLANGE)
1/3-1/3-1/3
ANCHOR @ M
CENTERLINE (
6" MAX. (TYP.',
6" MAX. (TYP
18"
MAX. O.C.
(TYP.)
i
! (cNgo�
lIMDOW SYSTEMS
1900 SW 44TH AVE.
INSTALLATION OCALA, FLORIDA 34474
ANCHOR (TYP
j WWW.CWS.CC
SEE NOTE 2
INSTALLATION
ANCHOR (TYP.)
SEE NOTE 2
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 ANCHOR LAYOUT - (FLANGE)
DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 1/4 -1/2 -1/2
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 ANCHORS SHALL NOT BE USED IN SUBSTRATES 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, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE
OPTIONAL.
7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" 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 RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT 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/AAMA/WDMA 300(EXTERIOR DOORS)
a
Q —Z : Q Z'S
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No. 58201
STATE OF
7/23/2020
j LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TO
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE ANC
NOTES
EMK
06/02/15
WG 9:
REV.:
CWS-1067
A
CALE:
SHEET
1:20
5 OF 6
MIN. EMBEDMENT
SEE TABLE 1 F— SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS
MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1
SEE TABLE 1
SUBSTRATE BY OTHERS 4
SEE TABLE 1 _\` oo SEE EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT INSTALLATION ANCHOR
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BY INSINSTALLER
SEALANT
AND OUT ®
EHIND
FLANGE BYINSTALLER�� o
i/4" MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
I i 1/4" MAX. SHIM
FLANGE BY INSTALLER
G� —�
8
PERIMETER SEALANT
— MIN.DMEN
BYINSTALLER
SEE TABLEI
INSIDE AND OUT
SUBSTRATE BY OTHERS
MIN. EDGE DIST.
SEE TABLE 1
SEE TABLE 1
SEALANT UNDER SCREW
/t A� _�/ VERTICAL SECTION
HEAD BY INSTALLER
TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
INSTALLER
IN
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
/ \ 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" ITW TAPCON
1"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
1"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-3/4"
2-1/2"
FLANGE
2XMIN. 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
FULL THREAD
THRU 0.060"
7/16"
FLANGE
118 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
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-1/2"
1/2"
MIN, EDGE DIST. SUBSTRATE
SEE TABLE 1 � BY OTHERS
1/4" MAX. SHIM --' SEE TABLE 1
I
o gum
WINDOW SYSTEMS
1900 SW 44TH AVE. -
OCALA, FLORIDA 34474
WWW.CWS.CC
MIN. EMBEDMENT
SEE TABLE 1
620 PVC
HORIZ. SLIDER
NON -IMPACT
�
Z �S' Q Z (��
W Q w Qw
PERIMETER SEALANT
BYINSTALLER
Z
.1 o o
Z
INSIDE AND OUT
w
0
Z O Z x_ I_
Q 0 § y- O IY ?� Fn
INSTALLATION ANCHOR
ZZ
Z Z 2< w W 0O O
SEE TABLE 1
O
O
O I- O V Q= I.., w
O In I- a P U) a
SEALANT BEHIND
�_ FIN BY INSTALLER
Z
Z Z
O--So-
o = U N
/` � \t HORIZONTAL SECTION
4
�
I- Z u- 2 Q O LL Z
*5 O O _
TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
rd
F h
0 F Y _ 3 2 2
NOTE: ADDITIONAL THRU-FRAME ANCHORS
LD
LLO U)DJu)w
Z = w 0 O vy
(AS SHOWN IN DIET. A/6) REQ`D AT MTG RAIL,
O
w I O ri = }
a
SEE SHEET 5 ANCHOR LAYOUT.
CL
of a
A. TU,r7�/i�
�o. 58201
"fit 10
7/23/2020
I
PERIMETER SEALANT
BYINSTALLER �
INSIDE AND OUT l� _� 17 HORIZONTAL SECTION
�./ BOX FRAME INSTALLATION
SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
���tti s�t�ttc•>��n�trat>
RAWN BY:
.DATE:
EMK
06/02/15
WG #:
REV.:
CWS-1067
A
CASE: ---
SHEET
12
6OF6
Page 1 of 14
HOME PERFORMANCE ALLIANCE, INC.
Phone: (800) 472-54491 Fax (727) 538-4217
Customer Service Hotline: 800-472-5896
1780 102nd Avenue, Suite 500, St. Petersburg, FL 33716
Terri Workman Terri cell: 571-527-7942 Date: 04/29/2021
38254 Eucalyptus Dr Terri email: Terrixyooper@gmail.com HPA Rep: Phil Tallon
Zephyrhills FL 33542 Office: (800) 472-5449
Rome imertormance7lijance, Inc. �AFX �,TMMT�
described in the Specification Sheet attached hereto as Exhibit "A" , Exhibit "C" & initialed by the parties. HPA will remove &
dispose of all debris from job site. Price below includes building permits & Inclusive Limited Lifetime warranty (see sample
warranty).
�,ayment etans $22,000
Project Price:
Initial Down Payment: $7,400
Form of Down Payment: Credit Card
Balance Due: $14,600
Form of Additional Down Payment: NA
Balance Due Upon Substantial Completion:* $14,600
Form of Balance Due Payment: Cash
artf
Trim Covers.
*You, the Buyer(s), agree to sign a certificate of completion once installation is completed. On cash jobs, the balance
due is to be paid upon the completed installation of the windows and/or doors. Final inspection by the city or county
occurs post -installation and is not related to payment being due. On finance jobs, all finance terms are contained in
separate paperwork between you and your finance company. HPA is neither a broker nor a lender. Any minor post -
installation items will be discussed with you (such as plugs and trim, possible stress cracks, extra sealant) and is
subject to coverage under your written warranties. You Have the Right To A Dedicated Customer Service Hotline. Call
, t -jl-
-YfXqA
day, if not within an hour or two. We will answer any questions you have in an open and straightforward mannery
All work will be completed in a professional, workmanlike manner meeting or exceeding standard industry practices. Any
alteration or deviation from the above scope of work involving extra costs will be set forth in a change order agreement
between HPA and you. Unless otherwise specified, all labor carries a one year limited workmanship warranty,
space iiiteril"ionaily Wailk
t I 'M
L)!jyqr'§ RighLLqSAn--=1
This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing
written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or
bu iness dav after ou SiWn this a reement. If G&--
cancel this agreement, Me Seller
not constitute valid notice of cancellation under this contract. Saturday is a business day for the purposes of this contract.
�-J
ACCEPT THIS CONTRACT AS OF THE DATE WRITTEN ABOVE AND I HAVE BEEN ORALLY IrIFORIZIED OF r1fUFtG?-A;F
TO CANCEL THIS TRANSACTION.
Respectfully submitted,
Terri Workman
04/29/2021
Date
DAY AFTER THE DATE OF TAIS
AN EXPLANATION • THIS RIGHT.
3M
lank
A custoli,
�"Ar WINDOW SYSTEMS
1900 S.W. 44th Avenue. Ocala, FL 34474
Ph: 352-368-6922 Fax: 352-368-2928
1780 102nd Ave, N.
ST PETERSBURG, FL 33716
Ph: 727 538-4140 Fax: 727 538-4212
By: Megan Moberg Order #: 791940
SHIP TO
9843 18th St. N.
ST PETERSBURG, FL 33716-4203
Ph: 727 538-4140 Fax: 727 538-4212
Order Date: 5/7/2021
Est, Ship Date: 9/2/2021
Route: HPA
Cust No. HOM450-P3368
Cust PO#: Terri Workman
Job Name: Terri Workman
Item No. I Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
Dimensions
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
TIP: 37 1/4 x 50 3/4
ROLL FORMED Full Screen
ACTUAL: 36 x 49 1/2
STANDARD GRIDS, SCREEN
SCREEN: 18 X 14
AAMA Std. Gold Labeling
FPA#17235.1. WHITE. WHITF, WHITE
LC 1i
CTIP W_ 94e.15_
Item No. 2 Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
Dimensions
a
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
TIP: 36 114 x 38
ROLL FORMED Full Screen
ACTUAL: 35 x 36 3/4
STANDARD GRIDS, SCREEN
SCREEN: 18 X 14
AAMA Std. Gold Labeling
FPA#17235.1, WHITE, WHITE. WHITE
w3tw
I—T, P_W 92a 70-1
Item No. 3 Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
Dimensions
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
IS;
Insulated, FLANGE
TIP: 521/4x5O :r
Z,
ROLL FORMED Full Screen
ACTUAL: 51 x 48 3/4 CL
_T — ----- 11—
STANDARD GRIDS, SCREEN
SCREEN: 18 X 14
AAMA Std. Gold Labeling
FPA#17235+1 WHITF: WHITP WHITP
%0
IP W 1 327AS
517/21 2:44:31 PM Page 1 of 5
�� custom
�,� WINDOW SYSTEMS
1900 S.W. 44th Avenue. Ocala, FL 34474
Ph: 352-368-6922 Fax: 352-368-2928
1780 102nd Ave. N.
ST PETERSBURG, FL 33716
Ph: 727 538-4140 Fax: 727 538-4212
By: Megan Moberg Order #: 791940
SHIP TO
9843 18th St. N.
ST PETERSBURG, FL 33716-4203
Ph: 727 538-4140 Fax: 727 5384212
Item No, 4 Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT, Dimensions
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE TIP: 52 1/4 x 50 1/4
ROLL FORMED Full Screen ACTUAL: 51 x 49
STANDARD GRIDS, SCREEN SCREEN: 18 X 14
AAMA Std. Gold Labeling
FPA#17235.1, WHITE, WHITE, WHITE
Mou I ON, " �
Item No. 5 Qty: 1
Model: 8900 OX Color: WHITE
Desc: 8900 CD OX (OSLI Sliding Left) ALL PVC SGD DP:+60/-60, FPA# 13241.1, Dimensions
STD, 2 Track Frame, 5 15/16" Depth, PVC 6040 Threshold, LOW E 366 NEAT, 95 1/2 x 79 1/2
PREMIUM ROLLER, WHITE FRAME, 18 x14 Screen, 8068 DLO: 95 1/2 x 79 1/2
Insulated, Tempered Go: 43 1/8 x
THUMBTURN ONLY, AL FXD PNL CLIPS, WELDED FRAME, PVC INTRLK SCREEN: 18 X 14
SCREEN
AAMA Sid. Gold Labeling, (1737) SILL RISER
(2 - UN SCREEN-B)
Screen Config A, rou
Item No. 6 Qty: 1
Model. 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
ROLL FORMED Full Screen
STANDARD GRIDS, SCREEN
AAMA Std. Gold Labeling
FPA#17235.1, WHITE, WHITE, WHITE
Dimensions
TIP: 36 114 x 62 1/2
ACTUAL: 35 x 61 1/4
SCREEN: 18 X 14
I
Order Date: 5/7/2021
Est. Ship Date: 9/2/2021
Route: HPA
Cust No. HOM450-P3368
Cust PO#: Terri Workman
Job Name: Terri Workman
1,a::TUAL '6- 1,2195.4nj
TIP W - 1, 327.957
5/7/21 2:44:31 PM Page 2 of 5
Vr Custom
Urur WINDOW SYSTEMS
1900 S.W. 44th Avenue. Ocala, FL 34474
Ph: 352-368-6922 Fax: 352-368-2928
1780 102nd Ave. N.
ST PETERSBURG, FL 33716
Ph: 727 538-4140 Fax: 727 538-4212
By: Megan Moberg Order #: 791940
SHIP TO
9843 18th St. N.
ST PETERSBURG, FL 33716-4203
Ph: 727 538-4140 Fax: 727 538-4212
Item No. 7 Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
ROLL FORMED Full Screen
STANDARD GRIDS, SCREEN
AAMA Std, Gold Labeling
FPA #17235, 1, WHITE, WHITE, WHITE
Item No. 8 Qty' I
Model: 8100-SH Color: WHITE
Desc: 8100 SINGLE HUNG DP:+50/-50, [FLANGE], WHITE FRAME, 18 x14 Screen
LOW E 366neat/OBSCURE, Insulated
STANDARD GRIDS, SCREEN
AAMA Std. Gold Labeling
WHITE, FPA#4091.1, 138-1007, [With Sill Holes]
Tempered
Item No. 9 Qty: 1
Model: 8100-SH Color: WHITE
Desc: 8100 SINGLE HUNG DP:+50/-50, (FLANGE], WHITE FRAME, 18 x14 Screen
LOW E 366neat/OBSCURE, Insulated
STANDARD GRIDS, SCREEN
AAMA Std. Gold Labeling
WHITE, FPA#4091.1, 138-1007, [With Sill Holes]
Tempered
Order
TIP: 36 1/4 x 62 1/2
ACTUAL: 35 x 61 1/4
SCREEN: 18 X 14
r �_
e0A !N is
DLO: 34 1/2 x 24
TIP: 35 3/4 x 25 1/4
Go: 28 3/4 x 8 15/16
SCREEN: 18 X 14
Dimensions
DLO: 34 1/2 x 24
TIP: 35 3/4 x 25 1/4
GD: 28 3/4 x 8 15/16
SCREEN: 18 X 14
Order Date; 5/7/2021
Est. Ship Date: 9/2/2021
Route; HPA
Cust No. HOM450-P3368
Cust PO#: Terri Workman
Job Name: Terri Workman
5/7/21 2:44:31 PM Page 3 of 5
I
V;it' Custor�n
UW-A WINDOW SYSTEMS
1900 S.W. 44th Avenue. Ocala, FL 34474
Ph: 352-368-6922 Fax: 352-368-2928
By: Megan Moberg Order #: 791940
Order Date: 5/7/2021
Est. Ship Date; 9/2/2021
10 ,3ilm
Route: HPA
SHIP TO
Cust No. HOM450-P3368
1780 102nd Ave. N.
9843 18th St, N.
ST PETERSBURG, FL 33716
ST PETERSBURG, FL 33716-4203
Gast PO#: Terri Workman
Ph: 727 538-4140 Fax: 727 538-4212
Ph: 727 538-4140 Fax: 727 5384212
Order
Job Name: Terri Workman
Item No. 10 Qty: I
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
Dimensions
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
TIP: 36 1/4 x 62 112
ROLL FORMED Full Screen
ACTUAL: 35 x 61 1/4
.1
STANDARD GRIDS, SCREEN
SCREEN: 18 X 14
AAMA Std. Gold Labeling
FPA#17235.1, WHITE, WHITE, WHITE
Item No. 11 Qty: 1
Model: 650-DH Color: WHITE
Desc: 650 Series Double Hung DP:+50/-50, [FLANGE], LOW E 366 NEAT,
[AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
ROLL FORMED Full Screen
STANDARD GRIDS, SCREEN
AAMA Std. Gold Labeling
FPA#17235.1, WHITE, WHITE, WHITE
Item No. 12 Qty: 1
Model: 620-XX Color: WHITE
Desc: 620 Series New Construction Horizontal Slider -XX DP:+50/-50, [FLANGE],
LOW E 366 NEAT, [AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
ROLL FORMED Full Screen
SCREEN
AAMA Std. Gold Labeling
FPA #17355.3, WHITE
CIr. Opng. MEETS EGRESS,
TIP: 36 1/4 x 50 1/4
ACTUAL: 35 x 49
SCREEN: 18 X 14
r
N
TIP: 74 1/4 x 62 3/4
ACTUAL: 73 x 61 1/2
SCREEN: 18 X 14
[.!,,_r,,j1L_1V - - Mi
CTIP W - 92DIS
1. ACTUAL -'A'= 1,354-20 J
5/7/21 2:44:31 PM Page 4 of 5
�' custom
I�,Pnorod WINDOW SYSTEMS
1900 S.W. 44th Avenue. Ocala, FL 34474
Ph: 352-368-6922 Fax: 352-368-2928
1780 102nd Ave. N.
ST PETERSBURG, FL 33716
Ph: 727 538-4140 Fax: 727 538-4212
Item No. 13 Qty: I
By: Megan Moberg Order #: 791940
SHIPTO
9843 18th St. N.
ST PETERSBURG, FL 33716-4203
Ph: 727 538-4140 Fax: 727 538-4212
Model: 620-XOX Color: WHITE
Desc: 620 ARIA Series Horizontal Slider -XOX DIP:+45/45, [FLANGE], LOW E 366
NEAT, [AUTO -LOCK], WHITE FRAME, 18 x14 Screen
Insulated, FLANGE
ROLL FORMED Half Screen
SCREEN
AAMA Std. Gold Labeling
FPA#17355.2, WHITE
CIr. Opng. MEETS EGRESS,
Order Date: 5/7/2021
Est. Ship Date: 9/2/2021
Route: HPA
Cust No. HOM450-P3368
Cust PO#: Terri Workman
Order Job Name: Terri Workman
l
Dimensions
TIP: 106 1/2 x 62 1/2
ACTUAL: 105 1/4 x 61 1/4
SCREEN: 18 X 14
R,.A
ACDJ!L k1J_2&7 35
YOU and Custom Window Systems ("CWS") and its subsidiaries AGREE TO ARBITRATE DISPUTES ARISING OUT OF
OR RELATING TO YOUR CWS PRODUCTS (INCLUDES CWS GOODS AND CWS SERVICES) AND WAIVE THE RIGHT
TO HAVE A COURT OR JURY DECIDE DISPUTES, In addition, if Your CWS Products were purchased directly or indirectly
from a CWS Branded Distributor, You and the CWS Branded Distributor agree to Arbitrate Disputes arising out of or relating
to Your CWS Products and waive the right to have a court orjury decide Disputes. YOU WAIVE ALL RIGHTS TO PROCEED
AS A MEMBER OR REPRESENTATIVE OF A CLASS ACTION, INCLUDING CLASS ARBITRATION, REGARDING DISPUTES
ARISING OUT OF OR RELATING TO YOUR CWS PRODUCTS. You may opt out of this Arbitration Agreement by providing
notice to CWS no later than ninety (90) calendar days from the date You purchased or otherwise took ownership of Your CWS
Goods. To opt out, you must send notice by email to sales@cws.cc, with the subject line 'Arbitration Opt Out" or by calling
800-327-3086. Opting out of the Arbitration Agreement will not affect the coverage provided by any applicable limited warranty
pertaining to Your CWS Products, For complete information, including the full terms and conditions of this Arbitration
Agreement, which are incorporated herein by reference, please visit cws.com/arbitration or email to sales@cws.cc with the
subject line: "Arbitration Details" or call 800-327-3086. DE ARBITRAJE Y RENUNCIA COLECTIVA ("acuerdo de arbitraje") EN
ESPAF40L VER https:/Icws.cc/arbitration. D'ARBITRAGE ET RENONCIATION AU RECOURS COLLECTIF ("convention
d'arbitrage") EN FRAN(yAIS SEE https://cws,cc/arbitration.
Disclaimers: ***IF CHANGES ARE REQUIRED THEY MUST BE MADE BY 12 NOON THE NEXT BUSINESS DAY.***
PLEASE REVIEW FOR PRICING AND ITEM ACCURACY. Mullions between units may indicate a need for additional
structural support to be determined by the contractor or architect. Additional support should be taken into account when
calculating rough openings. CWS, Inc. does not recommend direct mulling above patio doors without additional support. All
the above unit quantities, specifications and pricing have been verified and accepted by the undersigned for purchase from
CWS, Inc. Additionally, I recognize that any changes to this order, after acceptance by CWS, Inc., will be provided at the
sole discretion of CWS, Inc. *Thank you.'
By: Date;
5/7/21 2:44:31 PM
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P"Mol 0) Na
MOME OF COMMENCEMENT
ft",d Floricla — Como of P—
THE UMXROIGNED Neeby om roobw #W hWnmmmt wX be nwWo to amUrr real pmp%V, wW In owwdwm 4& Mopter, Tj 3, Florida Stakdes,
the tkwft Irde"nallon Is provtftd in Oft thtco of Cmmnwwwnmtt 1#
I Dmoftofftpaftf. PanWWwffmUm No. SIFTLOT O 11 60
2, GwwW Dom"m of kq"vwaram REPLACE VANDOWS AND OR DOORS WE FOR SIZE
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9, EVRolon date of Nofto of Cannumment (ft expiration, " may not be Wom to emplefion of cwmtuckh mid Anal pgpwt b* ft
m*a*r, bW vdl be am Vow *w ft " of mooNfro wdms a Merqft da% Is WwAmM: