HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: , Permit Number:
_ JiA I- RECEIVED
LIK
Building Permit Application MAR 2 6 2018
Planning and Development Services ST. Lucie County, Permitting
Building and Code Regulation Division ty, g
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residentia
PERMIT APPLICATION FOR: Window/door 0
PROPOSED IMPROVEMENT LOCATION:
Address:
Legal Description:. h - Z
Property Tax ID#: D;�- /'e li Lot No.�
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED CRIPTION OF IN
rq l a(e S-14,41 p'an r'cn
"efl e 41" door
CONSTRUCTION INFORMATION:
Additional work to be nerformed under t ispermit-check all appy:
HVAC Gas Tank 0Gas Piping _Shutters Q Windows/Doors
11 Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction: SFt.of First Floor:
Cost of Construction:$ 2-Y7S Utilities: Sewer Septic Building Height:
OWNER/LESSE r CONTRACTOR:
Name McwL14 CJr»i,i IU- Name: 1 '�rn;c�J� J��hhSoh
Address: 4112�jri-M DO- Company: Tl3� �k�-�ri6rs. Ti�C.
City: - y State:J ( Address: /70) tLL 2/I-yian2f S7
Zip Code: Fax: City: FAL Stater
Phone No. 72?--3-?q-'q-3,9F Zip Code: 24L� Fax:
E-Mail: Phone No. -72�--g73-60Z6
Fill in fee simple Title Holder on next page(if different E-Mail: jYl /_�Y.��fYi bYS •Irl
from the Owner listed above) State or County License: 0
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
r— c
Signature f owner/Less /Contractor as Agent for Owner Signature of Ciintractor/LicerXe Holder
STATE OF FLORIDA,f ' STATE OF FLORIDA j ((
COUNTY OF `t (I C (k' COUNTY OF L
The forgoing instrument was acknowledge before me The for oing instru ent was acknowledged efore me
this day of .20j L by this:day of 20jrby
Name of person making statement Name of person making statement
Personally Known__�OR Produced Identification Personally Known -_<_OR Produced Identification
Type of Identification Type of Identification
Produced Produced--,
(Sign ur (Signa of N a c
w Notary Pubfic State of F Joshua Sba rico
Commissi �' eal) Commission No y Commissixpkason GC{�a s
; 4 My Commission GO 020879 o8H6/2p2p
at Expiros 08/16/2020
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17
't
RECEIVED
Planning & Development Services Department
• Building & Regulations Division MAR
2
Product Review Affidavit Sr ,e Count
Y pe7rtr+;na
Building Permit# Owners Name fflo 6V&T� Applicant: ®1 R9 ExJ�r i,/�L-
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure r Number Type
Windows 7L` -'-j(� C �J(� J `7 ,
Mullions k hq C (rl1 J
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors el►�;Q
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert. No. Date:
84712 MYRTLE DR. [RLECE
rmitting
7 6 5
8
3
9
FRONT DOOR
10
2
1
OPENING SIZE
1 72 5/8 X 37 HR
2 72 518 X 49 jj L.
3 25 1/4 X 37 1/8 SH
4 51 13/16 X 37 HR
5 106X38 HR
6 70 112 X 79 3/4 SGD
7 106 X 38 H R
8 353/4X37SH
9 353/4X37SH
10 353/4X37 SH
2!2012018 Florida Building Code Online -
Business & ProfessionalRegulation
SCIS Home 1 Log in 1 user Registration Hot Topics i Submit Surcharge 1 Stats&Fads 1 publications FBC Staff BQS Site Map ; Links Search
bFUd—
Product Approval
rI15EiL•Puplic User
Product Approval Menu>Product or Application Search>Application Lisjn
npetall
• FL# ,Application Type Code Version Application Status Comments
Archived
Product Manufacturer CorporationAddress/Phone/Email al Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright RECEIVED
rickw@rwbidgconsultants.com
Technical Representative MAR 2 6 2018
Address/Phone/Email ST. Lucie County, Permitting
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior 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 Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan 3. King, P.E.
4; Validation Checklist-Hardcopy Received
certincate or Independence FL20468 R2 COI (b)Certificate of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2009
ASTM E1996 2006
ASTM E1996 :200:2
ASTM E1996 2005
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
http:/twww.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPDe9aJxCeiIR2KgXxp/o2b3%2fgd56B%2bVpklVwp/o3d%3d 1/4
2/20/2018 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL20468 R2 Eauiv EQUIVALENCY OF STANDARDS.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/06/2017
Date Validated 12/14/2017
Date Pending "rBC pproval 12/18/2017
Date Approved 02/13/2018
Summary of roducts
FL# Model, Number or Name Description I
68.1 a.Therma-Tru Fiber-Classic and I Nominal 6'8 "Impact'Opaque Composite Edge Fiberglass j
Smooth-Star Single Door(Inswing/Outswing; X configuration) j
•�, \ Limits of Use I Installation Instructions
j Approved for u in HVHZ: No FL20468 R2 II (d) Inst 20468.1.pcl t
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 f
Impact Resistant:Yes Created by Independent Third Party: Yes
Design�Fimitations,
-re,N/A Evaluation Reports
Other: ST 0468.1 for Design Pressure Ratings, any FL20468 R2 AE (c) Eval 20468.1.Ddadditions installation instructions and product Created by Independent Third Party: Yes
particul s. (For Fiber-Classic and Smooth-Star Door panels,
this p duct approval requires the use of"J" part numbers for
th a doors,which have been stained or painted within six j
onths of installation.)
I
20468.2 b.Therma-Tru Fiber-Classic and j Nominal 6'8 "Impact"Opaque Composite Edge Fiberglass
Smooth-Star j Single Door with Sidelite(s) (Inswing/Outswing; XO,OX or I
i OXO configurations)
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL20468 R2 II (d)Inst 20468.2.odf
i Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes j
Design Pressure: N/A Evaluation Reports I
Other: See INST 20468.2 for Design Pressure Ratings, any FL20468 R2 AE (d) Eval 20468.2.odf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars. (For Fiber-Classic and Smooth-Star Door and f
Sidelite panels,this product approval requires the use of"J"
part numbers for these doors,which have been stained or
painted within six months of installation.)
20468.3 +c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
I Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX
or OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20468 R2 II (d) Inst 20458.3.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 20468.3 for Design Pressure Ratings,any FL20469 R2 AE (d) Eval 20468.3.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (For Fiber-Classic and Smooth-Star Door and
Sidelite panels, this product approval requires the use of"J"
part numbers for these doors,which have been stained or
painted within six months of installation.)
i
20468.4 d.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20468 R2 II fd)Inst 20468.4,j)df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409
impacr Resistant! Yes LP661!6d by lndependent 1 h rd Party: Ycs
Design Pressure: N/A Evaluation Reports
Other: See INST 20468.4 for Design Pressure Ratings,any FL20468 R2 AE (c) Eval 20468.4.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (For Fiber-Classic and Smooth-Star Door panels,
this product approval requires the use of"J" part numbers for
these doors, which have been stained or painted within six
months of installation.) i I
http://www.floridabuilding.orglprlpr app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPDegaJxCeiIR2KgXx%2b3%2fgd56B%2bVpklVw%3d%3d 214
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THERMAITRU� � � �=
DOORS N': z :lo ��
a;as
Fiber-Classic & Smooth-Starr,
\" Em i %=u
37.75"MAX O.A.
COMPOSITE EDGE
FRAME WIDTH
OPAQUE FIBERGLASS SINGLE DOOR 9�
INSWING/OUTSWINGa
Q "IMPACT' ® ® 14
oZ
GENERAL NOTESSL Lei
d J `"
1. This product has been evaluated and is In compliance with the 5th Edition(2014)Florida O
Building Code(FIC)structural requirements excluding the"High Velocity Hurricane Zone" ej
(HVHZ).
r 2. Product onchorssholl be as listed and spaced as shown on details.Anchor embedment ,
to base material shall be beyond wall dressing or stucco. m n
� � a
3. When used In areas requiring wind bome debris protection,this product complies with ro
c Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This
_E product meets missile level'?and Includes Wind Zone 4 as defined in ASTM E 1996 and
Section 1609.1.21 of the FBC.
V
k 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown
v for 2x buck masonry construction.
3 Z
5. Site conditions that deviate from the details of this drawing require further engineering —
analysis by a licensed engineer or registered architect,
6. Fiber-Classic 8 SrnoottrStar Door and Sidelite panels require the use of"J"part numbers
e and must be stahed or pointed within six months of installation.
n
u
a
TABLE OF CONTENTS -
g SHEEP/ DESCRIPTION
o' 1 Typical Elevations,Design Pressures 8 General Notes
i
s 2 Door Panel Detoils •
3 Elevations
DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) x
4 Horbontol B Vertical Cross Sections(2X Buckj CONFIGURATION INSWING OUiSWING Z ria
w 5 HorbDntal B Vertical Cross Sections(1X Buck) OATS 08102116 =
6 Horaonla BVertical CrossSections(Direct asorlry) SCAUPOSITIVE NEGATIVE POSITIVE NEGATIVE9
7 Verfcal Cross Sections(Thresholds) M. N.T.S.
w B BucT8 Frame Anchoring X +67.0 -67.0 +67.0 -67.0 M.e,•: JK �
Hardware Details OPA BY: LFS
2 9 Hardw3
l0 Components See Sheet 3 for Hardware Specifications �WNG ra.r a
11 BIII d Materials FL-20468.115
n
mlccr as
0
`1111111111!/x/
' ��i
A '''''��lllll 1111 1111```` ren
1 X Buck to be secured to C ro i
masonry by others S $=U
I- LW
9 �W
40 41 42 $$
mo � 6 1 3a
EXTERIOR INTERIOR
m
@ cr
1 VERTICAL CROSS SECTION
3. SFlownw/IXwt}buck
"9nisNdnpsham�InswingsimNar)
E A Ln
E y
C oo
x�
. C � O U
a
k
6 6
z
G 9,MIOR WERIOR G
6 •
OZ
a. .v
23 24 EICTERX)R EXTERIOR o
40 41 42 40 41 42 27 A o 0
z u
MIN
EMS. . DATE:08102116 i
EMB.( -I EMB.ITYP.)
3 SrxE N.7.S.
2 HORIZONTAL CROSS SECTION .�. JK
HORIZONTAL CROSS SECflON CWcNK.BY., LFS
own hwing awn Ik ssub-bv+ing simnar) 5 w w DPAWero NO.: m
Outswtnp shown Qmwing sfmdall FL-20468.1 c
a sw 17or 11 p
R1Clients\Therma Tru PERMANENT\A-Florida Product Appy ls\FL-20468 W8DR TT FC SS Impact-Composite\C-Drawirgs\FL 20468(2014)\FL-204681-31wg 81
? c
< n
12
x
W
C �
H
Z �" a
Z
16'MAX. 4'gyp.)
O.C.(iYP.►
k
C O.
Plq
n N
3 �
� II�
1 T MAX. 4'PP.)
O.C.PP.)
m
rn
m � ,
D
S �y,• Z 3 a� r
Z Q x X pp
_ O(�' 0 0 3
Oz,;,1 PC ]C OD
V' 14"MAX. 6' . —moi
O.C.(TYN (TMP 1 — ,a
�0
�a,
x
N
N
v No.3409•.�'
ro-ss_l�
ooL„melds PraporW 9,^ BT7QEOF
� PRODUCT:
^7. THERMA—TRU Lyndon F. Schmldt �i ••'•. ::
o FIBERGLASS ODOR P.E. No. 43409
0
I� Z r z N PART OR ASSEMBLY: �D�/��BUIIDING CONSULTANTS.
rn NO DATE By BUCK & FRAME ANCHORING J�'YU P•O. Box M. Volrico, FL 33595
Phone No.: 813.559.9197
EVISIONS FBPE CA No. 9813
2010 R.W.Bl—o-la CoNsuLTANTe INC.
BILL OF MATERIALS BILL OF MATERIALS 4
REM 0 DESCAIMN MATERIAL REM# DESCRIPTION MATERIAL
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL w � o
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL , �.�� z
D 114-X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ���, .`� > >'i m
' Illlltt` idmo
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 8 m .Z
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL \ p: 5 0 x z°
G 3/16 X 3-1/4"ITW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL \v, E a$ o
J 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP ' 'm°a a
L #10 X 2-1/7'PFH WOOD SCREW(1,1 S'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP ;
M 3/16 X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP EZ
" N 13116 X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1a
1 JAMB(ANGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
R 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �8
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP I V
10 SWffP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) W
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID)
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) m
0
18 OUTSWING THRESHOLD ALUM/COMP
22 #8 X3/4"PFH WOOD SCREW STEEL a a
23 #10 x 3/4"PFH WOOD SCREW STEEL m
24 #IOx 1"PFH WOOD SCREW STEEL
y
k
CONCRETE ANCHOR NOTES: z
O
I. Concrete anchor locations at the comers may be odjusted to maintain the min.
edge distance to morfar joints.
2.Concrete anchor a "must be adjusted to
maintain the min.edge distance to mortar Jolntsedge distance to addition c chars
may be required to ensure the"MAX.ON CENTER"dimension are not exce
3. Concrete anchor table: _
ANCHOR, ANCHOR MIN.
MIN,CLEARANCE MIN.CLEARANCE
70 MASONRY i0 ADJACENT
TYPE SIZE>' EMBEDMENT a
EDGE ANCHOR o m
ITW o 1/4" 1.1/4" 2" 4" z u°
S TAP
Fi ELCO o 1/4" 1-1/4" 1" 4^ DATE 08 2/16 0
ULTRACONscxE: I.T.S. d
TAPCONo 9/16" 1.1/4 AS SHOWN 1-1/2" sc Erc: JK m
2 cwc.By/. LFS ;
D SCREW INSTALLATION NOTES: No.:
1.Main a minimum 5/8"edge distance,1'end distance,&I"o.c.spacing of FL-20468.1
wood scre prevent the splitting of wood. H
SHEET_L1 OF_U C7
b
-7-7. 1
•usiness .Professional
am HWM
I Wg In ; Uw Registration I Hot Topics Submit Surcharge i Stats&Facts Publkatlons i FBC Staff BCIS Site Map Links Search
di 01 r W Product Approval
t` USER:Public User
Product Aporoval Menu>Product or Application Search>Application List>Application Detail
• • FL# FL16177-R2
Application Type Revision 1 �\
Code Version 2017
Application Status Approved
Comments
Archived RECEIVED
Product Manufacturer Custom Window Systems Inc. MAR 2 6 2018
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474 ST. Lucie Count
(352)368-6922 Ext 245 y, Permitting
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
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 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalRepol-L812C.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
A5TM E1006-05 20115
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# I Model,Number or Name I Description
16177.1 I SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf
{ Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
1 Impact Resistant: Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
{ Other: SH-8100 PVC Impact,no sill anchors required. Safety FL16177 R2 AE EvalReDOrt812C.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cooynaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensers 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 dick here.
Product Approval Accepts:
® ® ecMcl
Credit Card
Safe
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (�, •
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8'MAX.OVERALL FLANGE WIDTH 8100 PVC
51 7/8'MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/x". SINGLE HUNG
4.DESIGN PRESSURE RATING:
1118"GLASS DLO
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
47 1
GLASS TABLES ASTM E-1300-04e01/09. IMPACT
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
Z <Z3:TEST PRESSURE AND GLASS TABLES O
wpnwz
WASTM E-1300-04e1/09. Zi �
z0? D - C
83" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED a coLL �z O 3�xmx
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR z x 0 Li w O O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD O O Li
ANCHOR CALCULATIONS. O U v~i z 0-
FLANGE H to a
HEIGHT O O Z— Z S u-
B I B 2813/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE F O z O LL O
I DOSS NOT REQUIRED. Y <�Q O w 0
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W 0 a h O w y w
84' I I I USED AT FIXED MEETING RAIL AND JAMB.Im. a w o =to}
HEIGHT 8.SERIES/MODEL DESIGNATION SH-81 D0. a r a ul3
OL
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: µifnh►i
I I I X=OPERABLE SASH,0=FIXED SASH ,��,0%.VTG
4DREW/ !",�
33116" 1 I 7/8. 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
m 26LOCATION. �J .•��C E N
SASH
lis
GLASS ti v j No 58201HEIGHTDLO 11.EXTERNAL WEEP SLOT-1l4"x 1-1/4"LOCATED 4'FROM BOTH ENDS.
r9'. STATE OF,�4OS+ONA.S�P��
-- _= LucasTurne
e A r
451/16' 2017-09-22 Z�
GLASS OLD
48 31r 13:36-04:00 9/22/2017
MAX SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN 9Y: DATE:
GENERAL NOTES 8 ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING "`
EXTRUSIONS 8 B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE BNOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
6"MAX(TYP.) 17"MAX.O.C.(TYP.)
GMEMSia
8'MAX(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
1 SEE NOTE 2
101/2' 8100 PVC
� �
MAX O.C. SINGLE HUNG
(TYP-)
}-- O INSTALLATION IMPACT
ANCHOR(TYP.)
1 Q z 3' NWOp
Q O
Z
I Z ZOZ X�-C
OMMRAX aN3}Oo'�m
4-(TYP-)
.. ---� 0( z
(LFuOa
1 Z z3 -?1•-50
I 1 ¢
0 u(d no-
LL
10 esCO
L30w �W zto WZ
. � 'yMAXO.C. 0(TYP.) ?Nd N
0 Lu >
I I
a CL �3a�
ORE W)'fh
4"(TYP.) -- -- -- �� w T �i"
4"(TYP.) NO ANCHORS RE N SILL f No 58201
ANCHOR LAYOUT-(FLANGE) "o
%I)-. STATE OF :W
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REO 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. �Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE It 58201
1239 JABARA AVE.
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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 3Y: DATE:
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. M' Arv-
CWS-812 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15
5OF6
TYPICAL HEAD ANCHORAGE (�,�IIYAY(YW�LIU(Y�/ITJJ
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWN.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE/ MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT INSTALLATIOSINGLE HUNG
SEALANT BEHIND SEE TABLE I ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
Q Z 3 aZ�
o w O a W 0 0
Z WJD LU zoz Ztµ1
PERIMETER SEALANT LL 1--W Z I-�MY
BY INSTALLER Z 6 F D a W 0 0
INSTALLATION ANCHOR INSIDE AND OUT �.ci a a
SEE TABLE 1 SEALANT BEHIND O Z Z I-0 y
BY INSTALLER O Z U(--:)0-
FLANGE Z O 0
H_LLMOOLLU
g HORIZONTAL SECTION w O}H F I Z Z
CONTINUOUS DOUBLE 3118"BEADS OF 8 TYPICAL JAMB ANCHORAGE g F-Y 0 3 O'
TREMGLAZE U1600 SEALANT AROUND IIli Y Z p-N O JO y LU
PERIMETER AT ALL INDICATED POINTS y W
BETWEEN FRAME AND BUCK BY INSTALLER. W 2 0 C=�>
1/4"MAX SHIM Gam. ~F-a 3 CL
SEALANT BEHIND
FLANGE BY INSTALLER , ���� Ole
ORE W T
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT No 58201 :?I
INSIDE AND OUT SEE TABLE 1 C*�
pro'. rt?
SUBSTRATE BY OTHERS :;0 •STATE
SEE TABLE 1 F`� 0 R 1�.•'� .`
SEE TABLEDIST. ,���SS�ONA1-�?6
A VERTICAL SECTION i
e�N1110N►\1
8 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRAT ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
RETE - 3116'ITW TAPCON 1-1/2" 1-1/8' PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF /16"ITN TAPCON i" 2' INSIDE AND OUT PH.941-380-1574
CON N 1" 1' C HORIZONTAL SECTION
8 BOX FRAME INSTALLATION SHEET SCI .
R UT-FILLED CMU(ASTM N 1-1/4" 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
_ 16"ITW TAPCONINSTALLATION DETAILS
2 5) OR EL CON 13/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOU PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwxev:
16 GAUGE(0.060")MIN.STEEUSTID #10.16 HILTI KWIK-FLEXOR ITW FULLTHREAD BAT 06/18/12
1(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED R
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING I FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
17/16* PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. E SHEET
1:2 6 OF 6
fit WrV
17
Busines
Professional • .
rr�mr�ria
BciS Home Log In User Registration Hot Topics Submit Surcharge Stats®Facts I Publications 1 FBC Staff I Bas Site Map Links Search
F rida do
L. Product Approval
R USER:Public User
Product ApQroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
..� FL# FL5823-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
LED
Archived
Product Manufacturer Custom Window Systems Inc. 018
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474 Permitting
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
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 07/21/2020
Validated By Steven M. Urich,PE
> Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 90-QW_EvalReoort155D.odf
Referenced Standard and Year(of Standard) Standard YGK
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1606-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Val' d 09/29/2017
Dat ending C Approval 10/02/2017
D e Approved 12/12/2017
umma of P ucts
FL* Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of U Installation Instructions
Approved or use in HVHZ:Yes FL5823_3$_II CWS-155D.Qf
Approve or use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact esistant:Yes Created by Independent Third Party:Yes
Design ressure:N/A Evaluation Reports
Other Large Missile,see installation dwgs.for Max.size and FL5823_R�_AS EyLaLRgporti55D.pdf
DP. ter lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
3 . in HVHZ.Glass complies to ASTM E1300-04.
5823.2 SH-8100 Cont. Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact, 74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823_R8_ILCWS-440C.pd
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure-N/A Evaluation Reports
Other: Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL 23_RB=BEvalR p9rt440C.odf
must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill(double SIngie Hung),Impact, 74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823RS_U_CWS-491C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other:Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x FL5823 R8_6E_EvalReoort491C.pdf
72".Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 jLCWS-295E.PDF
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5$.2_RR8_AE_EvalReport295E,Qdf
FLANGE ONLY.Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ.Glass complies to ASTM E1300-04.
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Contac Us::2601 Blair Stone Road,Tallahassee FL 32349 Phone:850-487-1824
The Statc of Florlda la on&VCL-0 employer.C,gpynaht 2007-2013 Steta of Flodd".::Privacy St meat::A ,ibil ty St"temont::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 dick here.
Product Approval Accepts:
WINDOW SYSTEMS
15MAX O.C.(TYP.)
6•MAX(TYP.)-
7 .7.
TYP.) 4"MAX.(TYP.) 6•MAX O.C.(rYPJ 1900 A, LTH AVE.
OCALA,FLORIDA 34474
4•MAX(TYP.) WWW.CWS.CC
6'MAX(TYP.) 4'MAX.( .) (�--�-8•MAX O.C.(TY
FF
ANCHOR AT MIDSPAN(TYP.) 4'MAX.( P')
6-MAX.(TYP.) _- _ 8100 PVC
6•MAX.(TYP.)
SINGLE HUNG
s'
MAX.D.C. p IMPACT
1a• (TYP.)
MAX O.C.
z a
mP) 1013/16• ( P-) O ow8 aW0
0w
MAX o.c. w —Z W
nrroaur (TYP.) O Q w*>-O tr 3:m
w zz �2x
C. rC oarx Or
F9aawp0
4"(TYP.) r u u� v o_ ai 0.
1 So-Z��u)
a"(TYP.) X X a"(TYP.) X X °—°i m o'O LL z
{� Y 1-0Fw•FFZ-
4 u 00 ccnawuu))w
I-
a. LL. 0oNI-
wD6 o-xwv)
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN( ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a w�'a
SIZES OVER 36"x BT SIZES OVER 38'x 62" SIZES 36"x 62'AND UNDER SIZES 38"x 62"AND UNDER
,y.pIAC C E N s.4Pti�y
;9• STATE
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 LUCAS A.TURNER,P.E.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
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 NORTH PO 380-574288
941-380-1574
SPECIFIED IN TABLE 1,SHEET 6.
ETD T
8.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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DAT
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 08/10/08
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. D G#:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-155 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT 2samem8sw
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE Y OTHERS 1 900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS A
1/4'MAX.SHIM W W W.CW S.CC
SEE TABLE 1 MIN.EDGE DIST.
PERIMETER SEALANT
SEE TABLE SEE TABLE 1
EDMENT 8100 PVC
BYINSTALLER i INSTALLATION ANCHOR SINGLE HUNG
'Al
INSIDE AND OUT I SEE TABLE 1 MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4'MAX.SHIM
aZ0
OPERIMETER SEALANT W Zj Op a k Z W
BY INSTALLER Z O z --1=
PERIMETER SEALANT INSIDE AND OUT QF N Z}Z O D=3:m
By INSTALLER
INSIDE AND OUT INSTALLATI
SEE TABLE ON ANCHOR tL ZO 6�,Joow
U C)
SEALANT d�tnD-
INSTALLATION ANCHOR FLANGE BYYEINSTALLER SEALANT BEHIND O Z-N Z Z I,_0 In
SEE TABLE 1 FIN BY INSTALLER 00=)uj �U-
g HORIZONTAL SECTION C HORIZONTAL SECTION } Fi-O W F Z O?
8 TYPICAL JAMB ANCHORAGE S TYPICAL FIN ANCHORAGEQQ N U C Z uj
HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O Q }] O�
U- c/)OWU)FW-
a ?=o �0—}
WF-O D.2
I, a awcCL
1/4•MAX.SHIM
SEALANT BEHIND
FLANGE BY INSTALLER ��• P lG���
PERIMETER SEALANT MIN.EMBEDMENT J ,
�. No 58201 '�?3
BY INSTALLER SEE TABLE 1 Z*;
INSIDE AND OUT p •��y
901 STATE OF 4u
SUBSTRATE BY OTHERSP'p��
SEE TABLE 1 SEE TABLE
�SS�ONA
A VERTICAL SECTION
8 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRGTE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1-1/2' 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.94
D HORIZONTAL SECTION SHEET DESCRIPTION: 1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2' 6 BOX FRAME INSTALLATION
3/16"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN EBY: DATE:
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTT KWIK-FLEX OR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: A06/10/08FLANGE (33 KSI YIELD MIN) TEK THRU 0.060" 7116" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwF MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWD
118"STEEL(33 KSI M DRILLING SCREW THRU 0.125" 16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS A SHEET
IN 2X MIN.SOUTHERN PINE(G=0.55) 48 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6
Business & Professional Regulation 1CP
BCIS Home 1 Lao In 1 User RegisVatlon I Hot Topics i Submit Surcharge Stats&Fads i Publication i FBC Staff BCIS Site Map Links Search
Vr
I
USER: ub Approval
USER:Public User
Product ARproval Menu>Product or Application Search>Application List>Application Detail
• • FL# FL1673S-R2
Application Type Revision
Code Version 2017
Application Status Approved
V
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue — —
Ocala, FL 34474 RECEIVED
(352) 368-6922 Ext 245
kpine@cws.cc
MAR 2 6 2018
Authorized Signature Kevin Pine
kpine@cws.cc ST. Lucie County, Permitting
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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
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 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL16735 R2_QrLj_EvalReport867C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 200$
ASTM E1996-09 2009
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pendjaq_FBC Approval 10/03/2017
Dat Appraved 12/12/2017
Summa of P ducts
FL# Model,Number or Name Description
16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16735_R�_I�CWS-867C.p�
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
ImpacE Resistant:Yes Created by Independent Third Party: Yes
Desi Pressure: +50/-50 I Evaluation Reports
Oth r. Large Missile"D", WZ3, DP+/-SO psf. Glass complies FL16735_ _AE EvalReDort867C.�if
wit ASTM E1300-04. Created by Independent Third Party: Yes
735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact, 111"x 63",XOX.
Limits of Use Installation Instructions
j Approved for use in HVHZ: No I FL1673 _R2_II_CWS-868C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
Impact Resistant: YesI Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other. Large Missile"D", WZ3, DP=/-50 psf. Glass complies FL16735 R2 8E EvalReport868C.12df
with ASTM E1300-04. i Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
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mall 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
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HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: 0 '
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINE SYSTEHS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA,FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC, WWW.CWS.CC
75114"MAX OVERALL FLANGE WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE IHVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC
74"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) WORZ. SLIDER
33'GLASS DLO 3.CONFIGURATIONS:"OX',"XO". IMPACT
A 4.DESIGN PRESSURE RATING:
-- -- -- -- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Q ? 3r. <Z3:
GLASS TABLES ASTM E-1300 04e01/09. Z w o a O w
+ - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z a z C
I INFILTRATION TEST PRESSURE AND GLASS TABLES O a - O w 3 m
I ASTM E-1300-04e01/09. LL fZZ w F _
MAX. I O 6�0 �wp0
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED U L)N F Z IL v~i a
HEIGHT GE B I B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Cl z O j ?j U Cf)
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ¢ z L z0 0 LL z
ANCHOR CALCULATIONS. 0 LU I"C Z-
I 1
L5 6
83` I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O o N p w U)w
MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Z to w
C C596/16-
O tq
UNIT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT d a0 a 0 }
HEIGHT O X i 59 9/16' MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND K a LU 3 W to
MAX. FLYING DEBRIS. a a
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ,0tJ11RDEW
�����
1 I I USED AT FIXED MEETING RAIL AND HEAD/SILL. ���� PN•..
�GI-NGLA
g
5811 ' 1 g 8.SERIES/MODEL DESIGNATION HS-8200. .��JV: S'.oQ p
5 ��. No 58201
DLO O 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
8 X=OPERABLE SASH,O=FIXED SASH
'Pt STATE OF
1 I I D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �p.,A` y.;'
D I I 5 LOCATION. �4�65 .<,0 R 1o.•'p���
11.EXTERNAL WEEP SLOT=114'x l"LOCATED 4"FROM BOTH ENDS. ��h�S ONA etiplist,
D e A
33'GLASS DLO LUG33 I
36 5/16'MAX.SASH WIDTH Turner
2017-08-30 8/29/2017
17:09+20:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHE .
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN DATE:
ADE 10/10/13
GENERAL IEWS&GLABNOTES& TIONS DETAIL ....1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING D^
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS 8 B.O.M..............................3 „ „ CWS-867 C
ANCHOR SCHEDULE a HOTES................4 74 x 63 +/-50 PSF LARGE MISSILE IMPACT SHEET
INSTALLATION DETAILS...........................5 1:15 1 OF 5
-- azl®Dfl m
INTERIOR 44 4 4 48 WINDOW SYSTEMS
1900 SW 44TH AVE.
11 7 18 1 1 8 7 2 OCALA,FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
Q Q a Z3: a 3
Pz Q oLU
o
e�is
z
o Rw0 >-
M -F_-
41 40 3 t 9 36 SECTION VIEW C-C Z w ¢ w p 0
SECTION B-B ALTERNATE JAMB ROTARY LOCKS U N Z a N d
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS aZ Z-j-Z H In
O_ 11 NOTE:FIXED LITE AT HEAD ¢ 0 Z L),6 ZO O 0 U
AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY > a u w r€O Z
0 31 DURING HURRICANE CONDITIONS. Q w j 3 ZO
OO (0CLUinw
t9 a ?i'0- wo0._`n�
a Fc Lu�D- w I,
��a
1 i
paunbry
�.•`�aaPNDREw t�i�.
•
C E/J
1 4 HEAD IMPACT HOOK(TYP.) Z-4.* No 58201 ".�9
4 MIDSPAN OF SASH
(ITEMS 35 8 36) 718"OVERALL
%9* STATE OF11.
_ -- 1/8"ANNEALED or TEMPERED %�O,N�,a�OR
INTERIOR ,I� I 7116'AIRSPACE ,�r4S�ONA;�N•`••
ii 5116"LAMI
1/8"ANNEALED
FIN FRAME ONLY:
43: f JAMB IMPACT HOOKS .QBQ DUPONT PV8 INTERLAYER y�J
OR ROTARY LOCKS 1/8"ANNEALED
� _ 4 I LOCATED AT THIRD POINTS 8/29/2017
3 _ -, I T GLAZE"H"
13 _ X 562 LUCAS A.TURNER,P.E.
�_. q `2z q FL PE#58201
4rSUIKA
1239 JABARA AVE.
�qNORTH PORT,FL 34288
PH.941-380-1574
H SC :
O GLASS BITE SECTION VIEWS AND
GLAZING DETAIL
DRAWN BY: ATE:
SECT ON A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS ADE 10/10/13
1:20
SECTION D-D CWS-867 C
GLASS TYPE A
ALTERNATE FIN FRAME 1:1 SHEET
1:2 20F5
_ _-- coRNERcI>NsrnucTwN /,/L�(l®
ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 3 v8'
3 1/8'—-
1 H-1497 Relnf.Sash Meet.Rail Keymark Alum 1 1/2 WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R/S.S.R, Keymark Alum B �� 3 OCA A, LTH AVE.
5 WWW. FLORIDA 34474
3 H-1838 Meet.Rall,Fxd. Keymark Alum WWW.CWS.CC
1/16"
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 39116" 21/8" 1116"
(A�
1116' 0
5 H-6048 Main Fr.,SH,wl Fin.,PVC Mikron PVC i CORNER WELD 8200 PVC
6 H6050 Sash Nest.Rail,PVC Mikron PVC O t (ALL SIDES)ESI
7 H-6051 Sash Side Rail,PVC Mikron PVC L I- +" HORZ. SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mlkron PVC PVC FRAME FLANGE-6049 __ FIXED RAIL-1836 IMPACT
9 P3029 Screen Pull Tab Summit 15
PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley 1 3116"-+ S ? 3 a z o
11 P3113 Screw Support,PVC Team Plastic Rubber 2 3 i6 9/16 w w O ¢w I]W
t- u,
12 P3218 Screen Frame Alimetal RdlForm 8 a0 ` p a 0Oi�>_O�3m13 P322B Screen Spline,.155 Dia.,Bik. Daps t 3/8' 1 Ew
t 518 15116 z 6_2�~w p O
zt
14 P-3321 Screen Frame Comer Key Allmelal Nylon . • 41 - 111x• FIXED MEETING RAIL C I-o U It
M
15 P-3342 Seam Sealer,SM5504 Schnee Silicone 8 SCREWED TOGETHER WITH M Z
_. OUTERFRAME Z�Z 0 -?j U y
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8'X Z'Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ F—LL M O O,Z
<QOHwF X0_
17 P3429 Wstp„0.270 x.187 beck FlnSeal,Grey Ultrefab a 3/4' Ix rn c� O of
18 P3511 #8 x 5/8'SQUARE TEK 2 Zinc Fastenal Steel 518 2 w 0 U3 w�a w vii w
T Z=a �O2N
19 P-0730 #8 x 1/2'Truss PH TEK 2 Zinc Fastenal Steel 3116- t
1/16 1/16" a w X O a x >
20 P3752 Cap Plug,1/2"Hole M8M Nylon L t/t8• of a 3 a N
P3783 or IO a
21 P5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
22 P3804 Roller,Tandem M&M Nylon
,,�����PN
6• 15116
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Festenal Steel Ins' 1 1/a' .• 5••'G E N
24 P-0069 Keeper,Impact,PVC Interlock 7 9' 33 3116— 34 �� No 58201
25 P-4479 Weep Corer w/Flap M&M Nylon 1 _ 1/16'
1118'
28 P-4838 #8 X 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 S.B.R.IS.S.R.-11496 ROLLER TRACK•1778 p; BTAT E
29 P-4959 Wstp.,0.420 x,187 back FlnSeal,Gray Ullrafab31 S-1112 ���C�••'p�O p t0�'• ?��,
32 S-1498 R InfS.B R.IS.S.R, Keymark Alum ent Keymark Alum Z'116" 114• 41 � P8''1 offsets�0,,
33 S-1577 Frame Hook,PVC Impact Keymark Alum 01
718• 3t
34 S-1776 Roller Track Keymark Alum � 9
—1116'
35 1 S-1999 IFrame Hook,Head,Impact Keymark Alum PVC GLAZEBEAD-6064 GLAZE BD-1112
36 S-2000 Pand Catch,Head,Impact Keymark Alum 1 5n6 EA
35 8/29/2017
37 S6005 Anti UR Mikron PVC 7/B 1 ° 112 1 1/8"1 3/8'gzp�!
1116" l�''
38 S6013 Scm.Adapt.,w/Nib,PVC Mikron PVC t � LUCAS A.TURNER,P.E.
39 S6014 Scm.Adapt.,PVC Mikron PVC }}}}�___ 3B FL PE#58201
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1116" 1
40 S6063 Fixed Rail Cover Mikron PVC PVC ANTI-LIFT-6005 1239 PORT,
AVE.
PVC SCREEN CATCH-6013 P
NORTH PORT,FL 34288
41 1 56084 lGlazing Bead Mikron PVC 0 3/16, PH.941-380-1574
42 1 GLASS ISEE SHEET CARDINAL GLASS SHEET DESCTN:
43 Purfect Glaze"W,SikaFlex 552 Henkel/Sike Silicone O s to^� RIPO
44 P-3539 #8 x 3/4'Square PH Tek,Wit. Fastenal Steel �..__--- - ___ 6•_-____.________�J (` 39 BOM AND EXTRUSIONS
45 P-4958 Rotary Lock Interlock — �8 r' f t/T
PVC SCREEN SUPPORT-6014 WN By:
48 P-4633 B-32 x 117 Barrel Fastener Interlock 5/L 1/16" WE
10/10/13
47 P-4952 Keeper,Rotary Lock Interlock
PLAN VIEW-2000 PANEL IMPACT CATCH•2000 .3116•
_ 3-_- 1- t-1/2" CWS-867 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 8063-T6 UNLESS OTHERWISE NOTED. 13 E' SHEET
27-28,30
SCREW SUPPORT-3113 1:2 3 OF 5
WINDOW SYSTEPIS
12 112'MAX O.C.(TYP.) 1900S FLORIDA A E.
8"MAX(TIP) 3"(TYP.) 4'MAX.(TYP.) 8-MAX.O.C.(TYP.)
34474
3•(TYP) SEE NOTE 2 — SEE NOTE 2 WWW.CWS.CC
g•MAX,(T}P,) 4•MAX(TYP.)
INSTALLATION 8200 PVC
1 ANCHOR(TMP.) I , HORZ. SLIDER
INSTALLATION
I 1
8' ANCHOR(TIP.) IMPACT
MAX O.C.
(TYP.)
6 Z 3 azo
17' F C1 w 0 a wF Op 0
tu
MAX.O.C. , , I I W Z O Z X F z F
O X Q X o aw�r0W3=
(TYP-) , , I I
O uwi-omFo �t;m
U UF-Z
O�j OCD:--nu-
�?LLvi O m o z
I I 1 g O U
oo�rC33oW
LL.ril �rnow�nw
KEuw O-icn�-
-- -- -- -- -- -- -- 0 w�0 W3 N
i 0. � 0- a a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
�� No 58201 .-
�ro' as
;9 STATE OF JUJ
NOTES:
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 1/18'IS PRESENT. LOAD BEARING SHIMS SHALL BE xx
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED,
8/29/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION.
1239 JABARA AVE.
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 NORTH PORT, 34288
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574
SHEET .
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
A
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL. ADE 10/10/13
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 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ALSHEET
FMA/AAMA 10O(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)(TERIOR DOORS) 1.20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE yy1�N(J([>DW(f iSYSTEMS
BY OTHERS
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 OCAL CF S.CC A 34474
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
BYY INSTAL EPERIMETER R SEALANT 8200 PVC
INSIDE AND OUT
SEETABLEI��CHOR— HORZ. SLIDER
SEALANTBEHIND
SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
Q Z 3 QZ O
PERIMETER SEALANT Z w Lu O Q W W
PERIMETER SEALANT BY INSTALLER W 2 O Z w F-
BY INSTALLER INSIDE AND OUT O a U)3 Z}Z O Of m
INSIDE AND OUT INSTALLATION ANCHOR Z Z w Q~3 x
HIND SEETABLEI OFO �wp0
INSTALLATION ANCHOR SEALANT FLA BY INSTALLER SEALANT BEHIND V U w y Z a�10 d
SEE TABLE 1 FIN BY INSTALLER �Z Z-09
Z V U)-Z j U
�B HORIZONTAL SECTION � HORIZONTAL SECTION __ } Q LLw O=O?
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE w Q r U Z cd
AND SILL SIMILAR FOR FIN INSTALLATION Q O O!-}53:92
WW
R z w�OJmH
R w�� a.x
d
1/4"MAX SHIM a ul 3 w 00.
SEALANT BEHIND
FLANGE BY INSTALLER %0". DREW
PERIMETER SEALANT `�•�GPS•�iC E IVgF G,Qy��i
BY INSTALLER MIN.EMBEDMENT 3v: No 58201SF1>
INSIDE AND OUT SEE TABLE 1 ._
SUBSTRATE BY OTHERS TA OF ;�W
SEE TABLE 1 MIN.EDGE �i .........
SEE TABLE DIST. •���`r
VERTICAL SECTION bpiONA
6 TYPICAL SILL ANCHORAGE
8/29/2017
ALLATION FASTENERS
FRAME SUBSTRATE TYPE ANCH E MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL,YME ICONCREIE(2.0 KSI MIN.) 346.ITW PCON 1.112• 1-1/8" f// FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
F NGE HOLLOW OR GROUT-FILLED CMU(117 PCF 6"WA 1' 2" BY INSTALLER NORTH PORT,FL 34288
FkANGE CONCRETE(2.85 KSI MIN.) TIMCO CO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D
HORIZONTAL SECTION _
FLA GROUT-F LLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2' BOX FRAME INSTALLATION SHEET SCRIPTION:
FLANGE 2X =0 55) 3116"TNV TAPCON 1-3/8* 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 12X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILT?KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DA
FLANGE (33 KSI YIELD MIN) 7/16" ADE 10/10/13
IEKS SELF-DRILLING SCREW THRU 0.060'
1/8'ALUM.(8083 T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED :
FLANGE 1/8'STEEL(33 KSI MIN DRILLING SCREW 1NRU THREAD
7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-867 C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) 48 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 50F5
0 Ftt-
��� 14
Business & Professional Regulation
SCIS Home i Log In 1 User Registration I Hot Topics I Submit Surcharge i Stats®Facts publications ! FBC Staff i BCIS Site Map i Links Search
dbor
"' Product Approval
� USER:Public User
Product ADprpyal Menu>Product or Application Search>Aoolication Ust>Application Detail
~ .A FL# FL20838-R2
Application Type Affirmation
Code Version 2017
Application Status Approved
RECEIVED
Comments
Archived MAR 2 6 2018
Product Manufacturer Custom Window Systems Inc. ST, Lucie county, Permitting
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Reterenced 5tanctard and Year(ot 5tandard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL20838 R2 COC 6thEdFBC-FL20838.odf
Product Approval Method Method 1 Option A
Dat miffed 08/09/2017
to Validated 08/09/2017
Date Pending FBC Approval
Date A Dyed 08/15/2017
S ma of P ucts
FL# Model,Number or Name Description
20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8' Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.pdf
Appr ved for use outside HVHZ: Yes FL20838 R2 C CAC 138-1395CAR.Ddf
Im act Resistant:Yes FL20838 R2 C CAC 138-1397CAR.Ddf
sign Pressure: N/A FL20838 R2 C CAC 138-1398CAR.odf
Other: Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.Ddf
reinforcement, standard sill riser, and annealed laminated FL20838 R2 C CAC 138-570CAR.odf
glass to +/-DP50. Design pressure+/-65 with light Quality Assurance Contract Expiration Date
reinforcement, standard sill riser, &heat strengthened 04/18/2020
laminated glass. Installation Instructions
FL20838 R2 II CWS-1150-Rl.pdf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20838 R2 AE EvalReport 1150-R1,odf
Created by Independent Third Party: Yes
20838.2 SGD 8800 Sliding Glass Door 8800 Series-5'X 8'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL20838 R2 C CAC 138-1601CAR.pdf
Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR.Ddf
Impact Resistant:Yes FL20838 R2 C CAC 138-571CAR.Ddf
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other: Impact vinyl sliding glass door with heavy 04/22/2020
reinforcement and high sill riser to +/-DP80. Installation Instructions
FL20838 R2 II CWS-1151-Rl.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20838 R2 AE EvalReDort1151-R1.pdf
Created by Independent Third Party:Yes
20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL20838 R2 C CAC 138-1610CAR.Ddf
Approved for use outside HVHZ: Yes FL20838 R2 C CAC 138-1611CAR.Ddf
Impact Resistant.Yes FL20838 R2 C CAC 138-573CAR.Ddf
Design Pressure: +65/-65 Quality Assurance Contract Expiration Date
Other: Impact vinyl sliding glass door with heavy 05/11/2020
reinforcement and standard sill riser to +/-DP65. Installation Instructions
FL20838 R2 II CWS-1152-R1.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 R2 AE EvalReport1152-R1 Ddf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Copvriaht 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 mall.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 dick here.
Product Approval Accepts:
SLIDING GLASS DOOR - LARGE MISSILE IMPACT GENERAL NOTES:
-- -- 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE.
CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWVV CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
185 4PANEL WIDTH'
ASTM E 1996 PER THE FBC.
{i'
2.GLAZING OPTIONS:(SEE SHEET 3) 8800 PVC
4 SLIDING GLASS
3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT
MAX.PANEL WIDTH LIMITED TO: DOOR -IMPACT
A POCKET "XO","OX","XX•,"OXO","XXX",•OXXO","Xxxx-,
PX","PXX","PXXX","PXXXX","PXXP-,"PXXXXP-' PXXXXXXP",
PXXXXXXXXP'
Lii
2 TRACK,3 TRACK,4 TRACK d 40 'GLASS DLO
4.DESIGN PRESSURE RATING:
- - -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE >
I I AND GLASS TABLES ASTM E-1300-04. Co Co
86' II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, O C/)
MAX. B II C B WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Z O
HEIGHT II ASTM E-1300-04.
11 w
IIB 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN ¢ O w
I I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11a
FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 O
PANEL II I F WAS USED FOR WOOD ANCHOR CALCULATIONS.
HEIGHT II 12 p �
0 W
8416' II `' 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT Q O
GLASS II 12 REQUIRED.
DLO II � Z
II I 7.ALL FRAMES ARE TOGETHER.VENTS PROCESSED SCREWED AND
TS ARE PROCESSED AND THERMAL WELDED ` pND
V. S
RE W
II
TOGETHER. ,'O IGEN "P
B.SERIES/MODEL DESIGNATION SGD-8800. �;' No 58201 ?�
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: -a: :
E D A A X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP0:. STATE OF
12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS INA ,'r�S�'� R
SIMILAR LOCATION.
11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS. y
11/`21/2016
LUCKS A. LUCAS A.TURNER,P.E.
FL PE#58201
Turner 1239 JABARA AVE.
2016-11-21 NORTH PORT,FL 34288
TABLE OF CONTENTS 10:37+19:00 SHEET DESCRIPTION
H,9 0-1574
-----
GENERAL NOTES BELEVATIONS....1 GENERAL NOTES AND
M— -- rDESIGN PRESSURE GLASS TYPE
SECTION VIEWS...............................2 MAX. PANEL SIZE RATING IMPACT RATING ELEVATIONS
BOM 8 GLAZING DETAIL....................3 (SEE SHT 4) DRAWNBY qr
EXTRUSIONS ..............................4-5 +/-SO PS A LARGE MISSILE BLZ 05/06/16
TRACK WIDTHSS.................................6 48-15/16"x 93-3/8" +/-65 PSF B IMPACT DWG#� EV
ANCHOR SCHEDULE 8 NOTES........7 _ -
ANCHOR PATTERNS......................8.9
CWS-1150 1
INSTALLATION DETAILS.............10.11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS 00 NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11
ANCHORS @ P-HOOK ///q�_ _ OM_�jJ�
6' 4• TL PANEL-TYP ANCHORS F EDGE VCb/l/lTn(1C IIL(/(QII(%(�/�(
MAX 6'MAX.TYP. TyP- F�. 4" j� I i� l� i! j� I j� OF PANEL WINDOW SYSTEMS
TYR iTYP. I TYP. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
ii 12'MAX.O.C.
21' I II _ 8800 PVC
MAX
TYP it j SLIDING GLASS
I II
DOOR -IMPACT
Tiff �2�6j
I II I
II I
I II I
v v �� V X -- m m
x x x
II - o z
i II I z o
I ccLn
I II I Qom
MID-SPANOF
a
II PANEL I v
co
II z
LK
I I P--:
FIXED PANEL CLIPSNo 58201
NOTES: CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL)
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8 8 9)EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL %9': STATE OF jam`
(SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. ''O,p•.•.c p '_�
��'f ••C O
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 S
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 10.
11/21/2016
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
LUCAS A.TURNER,P.E.
BE PROTECTED TC PREVENT REACTION.
FL PE#58201
5.INSTALLATION ANC-IORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE.
NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 10.
PH.941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TOSOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TC HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BLZ 05/06/16
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG M REV.:
CWS-1150 1
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 11
2 TRACK HEAD ANCHORAGE INTERIOR
1!4•MAX WINDOW SYSTEMS t>��c-i
M N.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE LAYOUT SHT 9
39,FRAME
ME INSERT REO'D AT OCALA,FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REO'D WWW.CWS.CC
AT ALL FRAME ANCHOR
LOCATIONS
SUBSTRATE 8800 PVC
BY OTHERS MIN.EMBEDMENT
SEE TAELE 1 SEE TABLE 1 SLIDING GLASS
PERIMEIERSEALANT SEEIAYWT DOOR-IMPACT
BY INSTILLER
INSIDE AND OUT 1� �•MAX. ON SHT 8
SHIM ro
MIN EDGE DIST O
SEE TABLE 1
PERIMETER SEALANT m m
INTERIOR COMPLIANT WITH NWA SW
BY INSTALLER INSIDE AND OUT LLO Z
O
INSTALLATION ANCHOR z
—
SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT x N
SEE TABLE 1 SEE TABLE 1 LU
a 0
SEALANT BETWEEN SILL N IL
RISER AND FRAME BY /—B'\HORIZONTAL SECTION U
INSTALLER 9 2 TRACK JAMB ANCHORAGE Lu co
Q UJ
PERIMETER SEALANT ..
BY INSTALLER —� O
INSIDE AND OUT Z
DO NOT COVER
WEEP K MIN.EMBEDMENT ,,Ypunrrr,rrr,,
SEE TABLETSUBSTRATE
BY OTHERS E N SF••�Q,L��:
SEE TAILE 1
t No 58201
MIN.EDGE DIST. 39,FRAME INSERT REO'D AT
SEE TABLE i ALL FRAME ANCHOR LOCATIONS �-9 STATE OF
0
�(0•,•COR 1 O P��\?.��
9 VERTICAL SECTION
2TRACK SILL ANCHORAGE
PERIMETER SEALANT
COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR
SEE TABLE 1 11/21/2016
MIN.EDGE DIST. LUCAS A.TURNER,P.E.
EE TABLE 1 FL PE#58201
1239 JABARA AVE.
SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288
TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574
TRATE TYPE ANCHOR TYPE MN.EMBEDMENT MN.EDGE SHEET I ON:
CONCRETE 2.0 KSI MIN. 114^ITW TAPCON 1.1? 4'
CONCRETE 2.85 KSI MINI 1/4'ELCO UL7RACON 1.3!a^ 2.1/7' HOOKSTRIP INSTALLATION DETAILS
2TRACK
1/4•TTW TAPCCN OR
D(MIN.SOUTHERN PINE 0ELCO ULTRACON 1.318" Ire" ^MAX.SHIMDRAWN BY: DATE:
.SOUJHERN PINE G-O.�.551 _ 12_WCM SC 7/8° BLZ 05/06/16
16 GAUGE(0.060")MIN. 012.14 HILT KWIK-FLEX OR ITW FULLTHREAD
STEEL STUD 33 KSI YIELD MIN) TEKS SELF•DR W NG SCREW THRU O.OBO" 1l'Y
1/8^ALUM.(608375 MIN.)OR 012 GRADE 5 SELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION CWS-1150 1
1/8'STEEL 33 KSI MIN. DRILLING SCREW THRU 0.126^ 12" 9 HOOK STRIP
MIT-
SHEET
HOOKSTRIP OR JAMB FRAYS ONLY: 1/4'ELCO ULTMCON 1.3/4' 2.112• 1:3 10 OF 11
HOLLOW OR GROUT-FILLED CMU ASTM C-90
3 TRACK HEAD ANCHORAGE 1!4'MAX
MIN.EDGE DIST. SEE LAYOUT
39,FRAME INSERT REDD AT INTERIOR (tel/(TyJ(/j7.
ALL FRAME ANCHOR LOCATIONS
ON SHT 9 WINDOW SY5TEM5
SEE TABLE 1,SHT 10 0� FRAME INSERT REO'D
AT 1900 SW 44TH AVE.
AT ALL FRAME ANCHOR
SUBSTRATE O LOCATIONS OCALA,FLORIDA 34474
BY OTHERS WNOW.CWS.CC
SEE TABLE 1,SHT 10 SEE MIN.
EMBETABLE D SHT 10 O
PERIMETER SEALAIrT 8800 PVC
BYNSTALLER
INSIDE AND OUT C1�1 Q •MAX SLIDING GLASS
SHIM �I-"1 SEE LAYOUT
ON SHT8 DOOR - IMPACT
INSTALLATION ANCHOR
INTERIOR
SEE TABLE 1,SHT 10
Iii
SEALANT BETWEEN SILL O Q
RISER AND FRAME BY
INSTALLER
PERIMETER SEALANT l� 0 0 8 MIN EDGE DIST j:
BY INSTALLER Q C, O aL1 SEE TABLE 1 SHT 10 m m
INSIDE AND OUT c�p�-I
DO NOT COVER u�� PERIMETER SEALANT U)
WEEP HOLES COMPLIANT WITH AAMA 800 Z O
SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT (n
BY OTHERS SEE TABLE 1,SHT 10 SUBSTRATE U Z
SEE TABLE 1,SHT 1C BY OTHERS MIN EMBEDMENT d
MIN.EDGE DIST. 39 E INSERT,FRAM
SEE TABLE 1,SHT 10 SEE TABLE 1 SHT 10 u) a.
SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 REO'D AT ALL FRAME �� 0 D'
ANCHOR LOCATIONS L_1HORIZONTAL SECTION C) U
Q VERTICAL SECTION IU 3 TRACK JAMB ANCHORAGE < C3
10 3 TRACK SILL ANCHORAGE
114"MAX
INTERIOR z
4 TRACK HEAD ANCHORAGE 39,FRAME INSERT O 39,FRAME INSERT REO'D
SEE TABLE 1,SHT 10 �Il����reri
MIN.EDGE DIST. SEE LAYOUT REO'D AT ALL FRAME o� AT ALL FRAME ANCHOR ,Y� 7.10RE��r'11,,�
ON SHT 9
E N ANCHOR LOCATIONS u LOCATIONS P
GQf?.p.G S%.•Qti��
MIN.EMBEDMENT •'�11
SUBSTRATE SEE TABLE 1,SHT 10 0 No 50201
BY OTHERS
SEE TABLE 1,SHi10 '9 STATE OF 41
PERIMETER
BY NSTAALAN' - SOT O�FSA.�
INSILER DE AND OUT 'MAX. ON SHTB
ri S•••.•'••.
0 o SHIM rr"sllI I E��p
INSTALLATION ANCHOR INTERIOR11/21/2016
SEE TABLE 1,SHT 10 SEALANT BETWEEN SILL ,4� LUCAS A.TURNER,P.E.
RISER AND FRAME BY UI FL PE#58201
INSTALLER MIN EDGE DIST 1239 JABARA AVE.
PERIMETER SEALANT O I� SEE TABLE 1 SHT 10 NORTH PORT,FL 34288
IN IDE ANDER 0 �' �0( 0� PH.941-380-1574
INSIDE AND OUT CoQ ❑r �l l
DO NOT COVER SHEET DESCRIPTION:
WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS
SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3 8 4 TRACK
BY OTHERS---- COMPLIANT WITH AAMA 800
SEE TABLE 1,SHT 10
BY INSTALLER INSIDE AND OUT DRAWN BY: DATE
SUBSTRATE MIN EMBEDMENT BLZ 05/08/1 B
MIN.EDGE dHIT. SEE LAYOUT 39,FRAME INSERT BY OTHERS SEE TABLE 1 SHT 10 DWG M: REV:
SEE TABLE 1,SHT 10 ON SHT 8 ANO*D AT ALL FRAME CHOR LOCATIONS SEE TABLE 1,SHT 10
L ]HORIZONTAL SECTION CWS-1 150 1
E VERTICAL SECTION 10 4 TRACK JAMB ANCHORAGE SCALESHEET
10 4 TRACK SILL ANCHORAGE _ 1.3 11 OF 11