WS-13-2596Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 203158 Permit Number: WS -11 -13 -2596
Scheduled Inspection Date: February 28, 2014 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: GRAVES, GILBERT Work Classification: Window /Door Replacement
Job Address: 177 NE 103 Street
Miami Shores, FL 33138 -2328 Phone Number
Parcel Number 1121360130840
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415
rsu
comments
REPLACE 5 IMPACT WINDWOS
INSPECTOR COMMENTS False
February 27, 2014 For Inspections please call: (305)762 -4949 Page 7 of 27
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 27, 2014 For Inspections please call: (305)762 -4949 Page 7 of 27
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138 NOV 1 �1�
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949 ,gym
Li-3 Vim. FBC 20 i BU DING Permit No. C !
PERMIT APPLICATION Master Permit No.�\)
Permit Type: (BUILDING
ROOFING
JOB ADDRESS: i`ri KziE, i ®3 s-t rPy�lwi� S "re S
City: Miami Shores County: Miami Dade Zip: 75 (3158
Folio/Parcel #: It ° 215(o . ®13 ° 0'&`1 Q
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): Phone#: 303• -iSN D27)
Address: A35 .S
City: •j c, ry ® S 1L,,)re-s State: -rte
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 954 -792 -4415
Address: 4070 SW 30 AVE
City: HOLLYWOOD State: FL
Qualifier Name: WAYNE THOMAS BURNETT Phone #:
State Certification or Registration #: CGC061890 Certificate of Competency #:
Contact Phone#: 954 - 7924415 ext 243 Email Address:
DESIGNER: Architect/Engineer: GARY McDOUGLE
33312
954 -792 -4415
PERMITS @FHAPRODUCTS.COM
Value of Work for this Permit: $ (0 ® (= Square/Linear Footage of Work:
Type of Work: OAdditi UAlteration ONew ORepair/Replace
Description of Work. �=°lct Lc W�-e. A—I 0(-
Color thru tile:
561 - 752 -5440
ODemolition
Submittal Fee $�573 Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
N/A
State
zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
U14PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not bf apfiroved and reinspection fee will be charged. A
Signature 1i��/� /O+ -f �l" Signature `
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this
day of , 20t�!, by &. &V) 6(0,VCG IAC• day of , 20 !�L, by WAYNE T. BURNETT
who is personally known to me or who has produced who is personally known to me or who has produced
identification an as identification and who did tal
�01A 23,2fl esa
NOTARY PUBLI Olt+` o� NOTARY PUBLI�,�
fiNN°�
Sign: Sign: Snn+
Print: CAROLI MARTI print: CAR I
My Commission xpires: My Commissio Expires:
APPROVED BY l Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09)
Miami -Dade My Home -Text
My Home
Mia =m- 1700
Show Me:
http: / /gisims2.mimmidade.gov/myhome/proptextasp?f61io= 11213601...
Report Homestead Fraud 2 Go to property map
Rq3" I Propedy Appraiser Tax Estimator Print friendly version
Search By:
MProperty Appraiser Tax Comparison
Summary Details:
Folio No.: 11- 2136-013 -0840
Property: 177 NE 103 ST
Mailing Address: E GILBERT GRAVES JR &W MONISE
177 NE 103 ST MIAMI SHORES FL
33138 -2328
Property Information:
Primary Zone:
1000 SGL FAMILY - 2101 -2300 SQ
-
CLUC:
0001 RESIDENTIAL- SOVGLE FAMLY
Beds/Baths:
413
Floors:
2
Living Units:
1
Adj Sq Footage:
2,850
Lot Size:
12,400 SO FT
Year Built
1946
Legal Description:
36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 21 & 22
BLK 122 LOT SIZE 100.000 X 124 OR 20487 -0738 06 20021 OR
20487 -0738 0602 00
Assessment Information:
Year.
2013
Lard Value:
$117,339
BuffdhV Value:
$161,721
Market Value:
$279,060
Assessed Vacua:
$276,928
Exemption Information:
Year.. 2013
Homestead: $25,000
20d Hone_ stead: YES
Taxable Value Information:
Year
2013
Twft Authority,
Applied Exemption/
Taxable Value:
Regional:
$50,000/$226,928
Courtf.
$50,0004226,928
CUy.
$50,Om/$226,928
School Board:
$25,000/$251,928
Sale Information:
Sale Date:
62002
Sale Amount
$338,000
Sale O/R:
20487 -0738
Sales Qualification
Description:
Sales which are qualliied
Mew Additional Sales
Additional
unity Development District
iurdty Redevelopment Area
aermentZore
rise zone
Land Use
Development Boundary
Valorem Assessments
MIAMI DADS ,ICE;
Questions
and
Comments
Webmaster
(a?miamidade.gov
_Pro_ perty Appraiser
Home Page
Property
Information
Online Heir)
Pro
Information
Home Page
1 of 2 11/14/2013 10:51 AM
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'O: EIS
BY
DATE
l <
Nov 15.2 ®13
cur OCT �i i� 20 3
;L Du DEPT
ULJECT 10 CCMPI.IFMCE WI FH ALL FEUERAL
--,fir-
T A T- AN Li CC-UN 1 f HUL_S APID REGULATIONS
MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE / COMPARISON CHART r
Address: 177 NE 103 ST MIAMI SHORES FL 33138
Permit No.
Opening
ID
Window, Door
or Mullion
Product Acceptance #
Product Approval
Design Pressure
Opening Design
Pressure
Rough Opening
Size
Shutter Required
Yes / No
Mullion Required
Yes / No
Impact
Yes / No
1
WINDOW
FL7067.4
-60.0
+60.0
-47.1
+43.4
56 x.501/2
NO
NO
YES
2
-58.1
.J.
52 x 491/2
.�.
.�.
.l.
3
FL16177.1
-70.0
-70.0
35 7/8 x 491/2
.�.
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.�.
4
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+675
-47.1
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.l.
•�
5
.L
FL16177.1
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-70.0
-58.1
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Florida Building Code Online
Pagel of 2
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3usinr�� yy
e�%A'� cC 1 1t PrOdUCt Approval
rLife3sd QF 1 �. irSER: Public User
I Produc Apnoa! Menu • > Product or Application Search > Avalicattn List > Application Detain
?<
FL # FL16177
Application Type New
Code Version 2010
Application Status Approved
Comments
Archived `-
Product Manufacturer Custom Window Systems Inc.
Address /Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext207
mlafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext291
btenace@cws.ec
Quality Assurance Representative
Cal Ledy
Address /Phone/Emall
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922
dedy@cws.cc
Category
Windows
Subcategory
Single Hung
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer _
14 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Lucas A. Turner
developed the Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 05/17/2016
Validated By Steven M. Urich, PE
u" Validation Checklist - Hardcapy Received
Certificate of Independence FL16177 RO COI EvalReo CWS -812A (SH -8100 Impact 53x63
NoSIIIAnch).odF
Referenced Standard and Year (or Standard)
Standard
AAMA/WDMA/CSA1101 /I.S.2/A440 -08
ASTM E 1300 -04
ASTM E1886 -05
Year
2008
2004
2005
h4:/ /www- floridW)uilding.org/pr /pr app dtl. aVx` ?param= wGEVXQwOgvyf4ngAXhlOy... 4/18/2013
Florida Building Code Online
B
ASPM E1996 -06
PA TAS 201/2021203
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
01/31/2013
Date Validated
02/18/2013
Date Pending FBC Approval
02/26/2013
Date Approved
04 /09/2013
Page 2 of 2
2006
1994
of Products
FIL IModel, Number or Name
Description
16177.1 SH -8100 PVC Single Hung
SH -8100 PVC Single Bung Impact Resistant window.
GM-15-of Use
Approved for use in HVHZ-. Yes
Installation InstmCtions
FL16177 RO 11 CWS -812A (SH -8100. Impact. 53x63.
i Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lucas A. Turner 58201
Design Pressure: +701-70
Created by Independent Third Party: Yes
Other: SH -8100 PVC Impact, Max. FI. size 35, no sill
Evaluation Reports
anchors required. Safety glazing required on outer lite
PL16177 RO AE DuPont PVB NOA 11 -0624 01.pdf
FL16177 RO AE EvalRep CWS -8126 (SH -8100, Impact.
above 30 ft. In HVHZ.
53x63 N 5il An f
FL16177 RO AE Mlkron NOA 11 -0830 09.0 f
Created !?y Independent Third Party: Yes
Contact Us n 1940 North Momce Street. Tallahassee FL 32399 Phone: 850 -487 -1824
The State of Florlda Is an ANEW employer. Coovrioht 2QQ7 -W10 State of Flmida. :: WVAGv Statement :: AcxasslblfEN Snneid :: Refund Staters
Under Florida law, emaQ 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 mall to this erttfty. Instead, ,ct the office by phom or by traditional mail. If you have any queadona, please touted 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 smalls pmvkled may be used for official communication vAth the licensee. However email addresses are public
record. N you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public
To determine W you are a licensee under Chapter 455, FS., please ckk hg[g.
Pwduet Approval Accepter
KINHE
s
http : /lwww.floridabuilding- org/pr /pr app dtl. asPx? Param= wGEVXQwtDgvyf4ngAXhlOy... 4/18/2013
T TURNER
ENGINEERING &
CONSULTING, INC.
2080 Mauve Terrace
North Port, FL 34286
Ph. 941 -380 -1574
FBPE C.O.A. #29779
Evaluation Report 812A
January 3, 2013
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4"
unit size, +/ -70 PSF, no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above - listed product per the requirements
of FAC Product Approval Rule Chapter 9N -3.005 (4). This product complies with the
requirements of the Florida Building Code including the HVHZ. The product testing standards
performed are outlined below.
Technical Documentation:
l.) Approval drawing CWS412A, signed'and sealed by Lucas A. Tumer, P.E.
2) Test Report NCTL- 210 - 3815 -1A, -2, and -2A, by National Certified Testing
Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing
performed: TAS 201/202/203 -94, ASTM E 1886 -02 /04/05,1996- 02 /04 /06 /09, and
AAMA/WDMA/CSA 10111.S.2/A440 -08
3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS -812A.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in
CWS -812A
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite
(Tempered required above 30 ft in H'V`HZ) — Air — 5116 Laminated (1/8Ann-.090PVB-
1 /8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami Dade N.O.A.11- 0624.01
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09
Certification of-Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product. ......
STATE RAE C.
0
ti'r`e'
1/3/2013
Lucas A. Turner, P.E.
FL PE #58201
plPpte.r..i7 +�'' Lucas Tumer
2013 -01-03 13:41 -05:00
J
30 9118° I
MAX.
BASH
HEIt3HT
JI
63 118°
MAX OVERALL
FLANCE WIDTH
718" MAX. UNIT W
711NS" GLASS D
E9
K"ll
— 461118° —
GLASS DLO
48 318°
MAX. SASH WIDTH
PVC IMPACT REOLAREMENT:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "01X".
- IMPACT: PVS SASHAMPACT HOOK
4. DESIGN PRESSURE RATING:
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E- 1300 -04.
- POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE
AND GLASS TABLES ASTM E- 1300 -04.
8. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. SEE SHEETS S & 7 FOR INSTALLATION DETAIL.
WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
DESIGN PRESSURE RATINC3
*70 PSF
TABLE OF CONTENTS
GENERAL NOTES & ELEVATION8.....I
ANCHOR SCHEDULE & NOTES .......... 2 Lucas Tumer
GLAZING DETAIL ... ..............................3 2013 -01- 0313:40 -06:00
SECTION VIEWS .... ..............................4 1/3/2013
EXTRUSIONS & B.O.M ........... ........_....6 PROMErARYAND CCNFTDEWwI
INSTALLATION DETAIL ........................ 8,7 THE tNFORMATIONCOMAMIED IN THIS DRAWING IS THE SOLE PROPERTY OP CUSTOM
WNDOW SYSTEMS. WC ANY 1WRODUC11W N PART OR AS A WHOLE WITHOUT THE
WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. M PROMINTED
LUCAS A. TURNER, FL P.&, 662M
912012 1 10/18112
rCALALt1NDC1WS & DOORS
W 44TH AVE.
FLORIDA 34474
GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT
8100 r t' — SAT 08116/2012
PVC SINGLE HUNG L NTS 7t ' ' CWS -812
EV. LET'¢ER: A LILL V. i OF 7
GLASS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE.
J21.0
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB,
FI
S. SERIES / MODEL DESIGNATION SH�8100.
8. 1X OR 2X WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED
I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING IS
I 28 718, RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
GLASS 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X e OPERABLE
DLO O
FIXED
I 11. SECTIO L OM EOION. SPLIT ELEVATION APPLY TO ALL
/X
SOUTS R
i
DESIGN PRESSURE RATINC3
*70 PSF
TABLE OF CONTENTS
GENERAL NOTES & ELEVATION8.....I
ANCHOR SCHEDULE & NOTES .......... 2 Lucas Tumer
GLAZING DETAIL ... ..............................3 2013 -01- 0313:40 -06:00
SECTION VIEWS .... ..............................4 1/3/2013
EXTRUSIONS & B.O.M ........... ........_....6 PROMErARYAND CCNFTDEWwI
INSTALLATION DETAIL ........................ 8,7 THE tNFORMATIONCOMAMIED IN THIS DRAWING IS THE SOLE PROPERTY OP CUSTOM
WNDOW SYSTEMS. WC ANY 1WRODUC11W N PART OR AS A WHOLE WITHOUT THE
WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. M PROMINTED
LUCAS A. TURNER, FL P.&, 662M
912012 1 10/18112
rCALALt1NDC1WS & DOORS
W 44TH AVE.
FLORIDA 34474
GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT
8100 r t' — SAT 08116/2012
PVC SINGLE HUNG L NTS 7t ' ' CWS -812
EV. LET'¢ER: A LILL V. i OF 7
NOTES:
1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 174" FOR MASONRY OR
WOOD, AND 118° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1AW IS PRESENT.
3. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU
BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212 ", IN ANY DIRECTION, SHALL BE ACHIEVED.
8.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO BY WOOD BUCK. A MINIMUM
EDGE DISTANCE OF 7J8" SHALL BE ACHIEVED IN ANY DIRECTION.
6.810 -16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
ANCH �o lQv n SPLIT
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE LucA6 A TURNE7i, FL P.E , s8201
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A WOOD - MINIMUM SPECIFIC GRAVITY OF G•0.66 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI.
C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0.90, GRADE N, TYPE 1 (OR GREATER}
D. ALUMINUM -1f8" THICK MIN., 8003 T6 MIN.
E. STEEL -.060" THICK MIN., 33 KSI MIN,
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL SE DONE BY OTHERS IN ACCORDANCE WITH THE
CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS
FMA/AAMA 100 (FIN WINDOWS};
FMAIAAMA 200 (FLANGE WINDQWS), - PRON THIS G IS THE SOLE
FMAMOMA250 (BOX WINDOW$, THEIIOWPMATEM CONTAINER PTHIS TIONIN ISTHEROLEPROPERTYTH VrTHE
WiNDCW RYSTEAiS, INC. ANY REPROOUCTIpN W PART OR AR A WHOLE WITHOUT THE
FMA/AAMANVDMA 300 (EXTERIOR DOORS} WRITTEN PERMISSION OF CL STO67 WUIDOW 13"TEINS, INC. 18 PRO}aRITO.
718" OVERALL 718" OVERALL
1B" ANNEALED OR TEMPERED 118" ANNEALED OR TEMPERED
7118° AIRSPACE 7118' AIRSPACE
8118" LAMINATED 5116" LAMINATED
118" ANNEALED 118" ANNEALED
.080' DUPONT PVS INTERLAYER .080" DUPONT FIVE INTERLAYER
118" ANNEALED 118° ANNEALED
81KAFLEX 552 OR PURFECT GLAZE "H" BIKAFLEX 882 OR PURFECT GLAZE "H"
q 98
1!2" GLASS SITE 112" GLASS SITE
1
FIXED LITE (EQUAL SPLIT) SASH LITE
LUCAS A. TURNER, FL. P.E., 88201 A RECONFIGURED 9 /2012 90118/12
�,�tqd�PpREtrrr,r
,��G�••LLO fi >U S� GQ`Yte° {w WINLTOWS &DOORS
a: No 58201 r 1900 SW 44TH AVE.
* * a z CALA, FLORIDA 34474
w i1 ;1t: ' GLAZING DEATAIL• LARGE MISSILE IMPACT
x � STATB 9P :fur; CHAIR 177-7
8100 BAT j` 08118(2012
PROP1cErasir AND cortloewtwL 113/2093
evLeE: Iv:
rO R 1 � L:
THE CONTAINED � �1`` PVC SINGLE HUNG NT .
CWS -812
WINDOWSE 4,.ANYPROD CTIONIINPAWA °� A H E1'
PA& B R CISW � S�� � .
3 OF 7
SECTION A A
(EQUAL SPLIT)
z z-
PROMSETARYAND COWDENTTAL 1/312013
THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHOTEO.
SECTION B-B
N01C LEFT SIDE SHOWS FIXED UTE CUTAWAY,
RIGHT SIDE SHOWS SASH CUTAWAY
NOTES: ITEMS 2D, 26, 28, 38, 37, 44, 61, 6$
66, 68, 64, 87, 88 ARE USED BUT NOT SHOWN
FOR CLARPIY.
LUCAS A. TURM R, PL P.E., 66201
2
a SN8" 1 78118•
v1H'
S 1118'
1 818•
PVC SASH MTG. RAIL4W7 PVC SASH STM. RAIL -8028
PVO FRAME FLANGE -8031
v18° 0
1118" 7
1
314° 7 1° E1
2118° PVC SASH STOP -W26
18118" 1H8" 4
1311
REINF., S.B.R.-IM 1112' PVC SASH SIDE RAIL -004 1198°
ALUM e063 -TS ALUM. FIXED RAIL -1838 REINF. S.B.".S.R. -1488
ALUM 6063•TS ALUM 8033 -TS
WELD (ALL
7
FIXED MEETING RAIL
SCREVVEDTOGETHER
WITH OUTER FRAME
112" 78118° 11/B° 1118" 1116° 118° �"e°
PVC SCREEN SUPPORT- 8014 PVC SCREEN CATCH -6013 PVC FDW RAIL COVER - 8083 REINF. SASH MTG. RAIL -1497
ALUM 8063 -TO
�`' •
I+ -1/4°
311e" I O 070°
Tag
1118" 8" PVC GLAZING BEAD -8004
SCREW SUPPORT -3113
r 18178' LUCAS A TURNER, FL. P.E., 59201 A RECONFIGURED 9/2012 10/19/12
IMPAOTHOOK -1877
ALUM 6083 -T9 * ttttttrlttfFl�� ....
s nose !.. n /f
1J741NDOWS & MORS
SW 44TH AVE.
.A, FLORIDA 34474
EXTRUSIONS JB.O.M. -LARGE MISSILE IMPACT
G 810D R�1Fd' T . 0811
PVC SINGLE HUNG 4A NTS 'ILI.: C
EV' L TTETt: A riEE 1: 6 i
swnmft
Worn
omen
3u
--4- Ilia.
T. Plasecs
NyIen
.
REINFORCEMENT, IMPACT HOOK -1112
Ke a
WUOI
ALUM 6083 -TB
Mown
Vinyl
Keymark
Aura
Z
Fastenel
8tael
PROMIE ARY AND COhrWW AL 1/312013
$781 ARE
TW INFORMATION CMA34S DINTHSORAWN0IS THE SOLE PROPETRTYOFCUSTOM
VMTHOUT TIE
;T
VAND0'N SYSTEMS, INO. ANY R6�RODUGTON IN PART OR AS A WNOLE
WRITTEN PERMWON of CUSTOM VJ9JOOVI SYSTeeaa rW ra PRON90TTa
1J741NDOWS & MORS
SW 44TH AVE.
.A, FLORIDA 34474
EXTRUSIONS JB.O.M. -LARGE MISSILE IMPACT
G 810D R�1Fd' T . 0811
PVC SINGLE HUNG 4A NTS 'ILI.: C
EV' L TTETt: A riEE 1: 6 i
WINDOW
HEAD
WINDOW FRAME
SILL
INTERIOR FINISH
B OTHERS
INTERIOR FINISH
SEALANT BETWEEN aUCK,
BY OTHERS
AND OPENING B OTHER$
••Yr •r•r,'
2im
(MIN EDGE DIST.)
[Ot
b� tr r Ilk D °
D
INSTALLATION ANCHOR, 3M S" DIA.
e
TEIMASONRY ---
+ a , • e
• O ♦ + O
� b
b ,• .
b+
-.�
WINDOW
HEAD
WINDOW FRAME
SILL
INTERIOR FINISH
B OTHERS
114" MAX SHIM
tot
1 B WOOD SWK—
BY OTHERS
[A) EXTERIOR-1-11
BY OTHERS
(� HORIZONTAL SECTION
FRAME (MASONRY)
MIN. EMBEDMENT
—1/4" MAX SHIM
SEALANT BEHIND FLANGE
BY INSTALLER
HORIZONTAL SECTION
FRAME (WOOD)
WINDOW FRAME CONTINUOUS DOUBLE WIS• BEADS OF TREMCLAZE U1800 SEALANT
SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN
FRAME AND BUCK B INSTALLER,
SEALANT BEHIND FLANGE
BY INSTALLER 1/4• MAX. $HIM
PERIMETER SEALANT tel
BY INSTALLER REFERENCE NOTES:
EXTERIOR FINISH f f IA) SEE NOTE 9, BHT
BY OTHERS s D. p D e r s s, y IM SEE NOTE 2&3, $HT
6 b D , •g p , •� IC] $EE NOTE 4, SHT.
CONTINUOUS DOUBLEBHS" BEAD$ OF r s p• 9 D - b D r b D ► D [D] SEE NOTE 8, 8HT
SEALANT BEHIND FLANGE
OONORETEfMASONRY
}
p
A D
BOTHERS
••Yr •r•r,'
B 18 A
's'
b� tr r Ilk D °
D
INSTALLATION ANCHOR, 3M S" DIA.
e
ONRY SCREWwfWASI -ER
4
4
M U SCREW SUPPORT
r D b ` vD. bD D Df,DsD�
+Dg
t0)
4;
9 91rP
•
EMBEDMENT) I01
•
(IN
T
,•
�� 4 4
BY BUCK
2
A
Y OTHERS
(MIN EDGE DIET.)
p•
U
i1
. • 4 6
114" MAX SHIM
tot
1 B WOOD SWK—
BY OTHERS
[A) EXTERIOR-1-11
BY OTHERS
(� HORIZONTAL SECTION
FRAME (MASONRY)
MIN. EMBEDMENT
—1/4" MAX SHIM
SEALANT BEHIND FLANGE
BY INSTALLER
HORIZONTAL SECTION
FRAME (WOOD)
WINDOW FRAME CONTINUOUS DOUBLE WIS• BEADS OF TREMCLAZE U1800 SEALANT
SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN
FRAME AND BUCK B INSTALLER,
SEALANT BEHIND FLANGE
BY INSTALLER 1/4• MAX. $HIM
PERIMETER SEALANT tel
BY INSTALLER REFERENCE NOTES:
EXTERIOR FINISH f f IA) SEE NOTE 9, BHT
BY OTHERS s D. p D e r s s, y IM SEE NOTE 2&3, $HT
6 b D , •g p , •� IC] $EE NOTE 4, SHT.
CONTINUOUS DOUBLEBHS" BEAD$ OF r s p• 9 D - b D r b D ► D [D] SEE NOTE 8, 8HT
SEALANT BEHIND FLANGE
�R p AROUND
INDICATED POINTS
p
A D
f f
p p y
B 18 A
PERIMETER
BETWEEN FRAME AND BUCK BY INSTALLER
b� tr r Ilk D °
D
• D°
f s
PERIMETER
BYINSTA ER tANT
r D b ` vD. bD D Df,DsD�
+Dg
D • D.
1/4° MAX. SHIM
EXTERIOR FINISH
B OTHERS
BY �ASO�
LUCAS & TURNER, FL P.E., 0201
A RECONFIGURED 912012 10!18!12
• b�pA•�•P +i +••• pa � •Pa O• aP °a••t
• a•O u••p. e' 1• spb • �'• • • •a
•a• • •p • •a•b• O• +biP •ba• • •
CONCRETE(MASONRY
BY OTHERS
HIGH STRENGTH
STRUCTURAL VERTICAL SECTION
GROUT BY OTHERS } (MASONRY)
FRAME
SILL STOOL 1{tIL111i'itrrllR
BY OTHERS SE SOLID WOOD /6�ALTERNATE PRECAST BILL DETAIL ;ANN �DREW A,•yy FLORIDA FRAME (MASONRY)Gi:•°.�LGyC••�i�yyA, 141ND RS
.ILL LEVEL BY OTHERS v : No 58201 1900 SW 44TH AVE.
g * * $ ALA, F 34474
ytti ;azC
tITLE'
_
Tr�MFORavncmcONroanPROPIW ARYAN COWDENML pROaBmaF /ci�s01T ��"O�t`S�4 O (i 1�;:`�q`�" O L $PVC SINGLE HUNG
V�d�N PERMI�ONN OFF CUSTOM OMOW SYSTEEMMS, OR AS A t= IS PROHW oLrt THE
'•rj$�ONA; •
BAT =1812012
NT8 v > ': CWS -8t
R' A 8 OF 7
i!B" MAK SHIM INSTALLATION ANCHOR,
IDI
SCREW
LDI
�
PERIMETER SEALANT
BY INSTALLER
718" MAX.SHIM
SEALANT BEHIND FLANGE
BY INSTALLER
WINDOW FRAME
HEAD
WINDOW FRAME
INSTALlA710NANCHOR, BYINST R��JA
JAMS
I&10 eCREW
ICI SEALANT BEHIND FLANGE
BYINSTALLER
'
HORIZONTAL SECTION
WINDOW FRAME
SILL
REFERENCE NOTES:
CONTINUOUS DOUBLE 3118" BEADS OF TREMGLAZE U1600 SEALANT
[AJ SEE NOTE 9, BHT 1
OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN
IB] SEE NOTE 2 &3, SHT 2
FRAME AND SUCK BY INSTALLER
jjCCjj SEE NOTE 8, SHT 2
IDI SEE NOTE 9, SHT 2
SEALANT BEHIND FLANGE
VIP MAX SHIM
BY INSTALLER
PERIMETER SEALANT
BYINSTALLER
Ipt
LUCAS A. TURNER. FL- P.E..662Q1 A RECONFiGilRED9120f2
10118/12
yi�sssssnrrrir<<
�' �' •: iF1N & Df1(HLS
VERTICAL SECTION
y a �, ,�C .
H
b'vt No 68101 }� 1, 1900 SW 44TH A AVE.
S *0 * FLORID A 34474
*
STATB CIF "�%,¢
� a
TH@ INFORAAATIONCONTASNEDRON�TFARAWIN019WLE PROPERTY OF CU3TOA9
r1l,
P r Z 100
�MI�ti �t ..eR +'`� �,rfi VC SiNG1..E HUNG
8AT OB1f812012
'` NT3 ' "CW5 -812
VWFtlTTEN OHBITED. POUT THE
'4es�0Arrill ��� REV. LETTER : A ` 7OF7
PERMISSION OF CUSTOM WINDOW SYSTEM. INC.
Florida Building Code Online
bffp://www.flori&bWl&i&org/pr/pr_app_ffl.aspx?pmwn=wMVX,.
app_dtl.aspx?pmwn = wMVX,.
Product Manufacturer
Addressphone/EmaiI
Authorized Signature
Technical Representative
Addrew/Phone/Email
Custom Window Systems Inc
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Fact 207
mlafevre @cws.cc
Michael LaFevre
mlafevre @cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phona /Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext221
jth0mpsohbcws.0s
Category Wfndaws
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florlda Proessional Engineer
M Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifio3tions, Inc
Quality Assurance Contract Expiration Date 03/01/2014
Validated By Steven M. Urich, PE
L�' Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Standard
AAMA% W AMAJCSA/101/I.S.2 /A440 -05
ASTM E 1300 -04
ASTM E1886 -02
ASTM E1996 -02
PA/TAS 201/202/203
Year
2005
2004
2002
2002
1994
I oft 2114/701? 9-40 AM
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
hq://www.floridabuilding.org/pr/pr_appjtl.aspx?pardm=w(IF.VX
Product Approval Method Method 1 Option D
Date Submitted 12/12/2011
Date Validated 12/13/2011
Date Pending FBC Approval 12/20/2011
Date Approved 01/31/2012
Summary of Products
FL
Model, Number or Name
Description
6890.1
8400 Vinyl Casement
8400 Vinyl Flg/F[n Casement.
of Use
Installation Instructions
Approved for use irr HVHZ: Yes
FL6890 R4 H CWS -1613 (CA�0400. IMPACTI.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: 8400 Vinyl Caseriment, Large Missile, DP = +j- 67.5
FL6890 R4 At DuPont PVB NOA 11 -0624 01.tx[i
psi, Max. size 37" x 72 ".
FL6890 P,4 AE EvaIReD CWS -1616 (CA-8400
IMPACT1.Ddi
FM90 R4 AE Mlkron NOA_11 -0830 09.Odf
Created kY Independent Third Party: Yes
6890.2
8400 Vinyl Casement Impact
CA -8400 Vinyl Flg/Fin Casement.
Window
LImiIS of Use
Installation Instructions'
Approved for use In HVHZ: Yes
11`1-6890 R4 II CWS -240A tCAp 40 x 63.
Approved for us6 outside HVHZ, Yes
IMPACTI.Ddf
Impact ResistanD Yes
Verified By: Lucas A. Turner 58201
Design Pressure: +75/-75
Created by Independent Third Party: Yes
otherl Large Missile, 40" x 63 ", DP = +J- 75 psf, (Impact
Evaluation Reports
w/ heat strengthened glass, PVB).
FL6890 114 AE DuPont PVB NDA 11 -0624 01,.p�
FL6890 R4 AE EvaiReo S -240A tCA- 8400. 40 x 63.
•
,�PACT1.odf
FL6396 R4 AE Mlkron NOA 11 -0830 09.gdf
Created by Independent Third Party: Yes
m
con= us :: ar",na: astt -asp -tare yg4n worth rnonree street raHa_ rte_ FL x�a+"
The State of Florida Is an AAJMD empbyer. CoZdg 2D07-2010 stare of Florida, :: fdgaQLSUftmaA -.; AccessIbRy ctatern :: Refund Statern
Under Florida law, e-mal addresses are pubnc records. 8you do not want your e-mail aH ress released In, me to a pubk- records request, do not send ele<kordc
man to thb entity. Instead, collect the office by phone or by trad4toral seed If you have any questions reprdhrg DBPlrs ADA web acCessAaty, please W nted our
web Master p. M. .
Product Approval Aooaptss
in M go E
2 rtf2 2/14/2.012 9:44 Ah
Lucas A. Turner, P.E.,_ MBA
2080 Mauve Terrace
North Port, FL 34286
Ph 941- 380 -1574
Evaluation Report 161B
December 7, 2011
Product Description: Series 8400.PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72"
unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass
Manufactarer: Custom Window Systems, Inc. 1900 SW 44s'Ave, Ocala, FL 34474 ..
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 9N -3.045 (4), using 9N -3.005 Method 1 option (d). This product
complies with the requirements of the Florida Building Code including the High Velocity Hurricane
Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -161B, signed and sealed by Lucas A, Turner, P.E. on 12/7/11.
2) Test Reports NCTL 210- 3673 -1, 4A, -2,-2A, and NCTL -210- 3674 -1, -1A, -2, -2A, from
National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2005, and ASTM E 1886/1996 2003/2005
. 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on
12/7/11
Installation: Units must be installed according to approval document CWS -161B.
Limitations of Use: This product:
• May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.)
outboard, -air- I /8HS- 090PVB -1/8H$ laminated inboard glass
May be used in X configuration in sizes u to 36" x 63" unit size, with 1/8" (Ann. or Temp.)
.outboard, - air- 1 /8Ann- 090PVB- 1 /8Ann laminated inboard glass
• Requires outer lice in LG. to be fully tempered when used in HVHZ above 30 ft of grade
• Requires max. glass daylight sizes as shown in CWS -161B
• Achieves design, pressures of +/ -67.5 psf
• Is large missile impact resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11 -0624.01
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09
Certification of Independence: I -do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
�t�a�asat�rett
f i-
.�
STATE OF
Lucas A. Tumer, P.E. . 2011 -12- 0715:10 -05:00
zz
12/7 /11
Lucas A. Turner, P.E.
FL PE #58201
GLASS DLO
LEFT HINGED - SHOWN
RIGHT HINGED- OPPOSITE DESIGN PRESSU RE
167.8 I
GLASS DLO .
RIGHT HINGED -.SHOWN
LEFT HINGED- OPPOSITE
IMLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........................1 Ludes A. Tumor, P.E. 2011 -12- 0710:20 -05:00 r�
ANCHOR SCHEDULE & NOTES ...... ................. - .... 2
GLAZING DETAILS ................... ..............................9 aao�aerarrrauo coN inaer�L 12!07/11
SECTION NS & &ALT. FRAME .............................:4 THE INFORGIATIC)NOONTAINSO IN TWS DRAWING IS THE aOLE PROPERTY OF Otff"
EXTRUSIONS& B. O. M ............ .................- ............b NB No= Al51EM INC. ANY REpA0DUC110N IN PART ORAaAWHOLEW THOt1TTHe
INSTALLATION DETAILS ...................................... 8 7 WRITTEN PERK w�mor� of cusroln NnNOOw srarSMS. tN A IS PROwwn
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING COI]E, CURRENT EDMON.
2 GLAZING DETAILS: (SEE SHEET 3)
3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO.OUTSfDE LEFT OR RIGHT.
4, DESIGN PRESSURE RATINGS.
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND-GLASS TABLES
ASTM E43M
- POSRNE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST
PRESSURES AND GLASS TABLES ASTM E -13DO
b. ANCHORAGE: THE 331/ 5 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION
FACTOR Od =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
T. ALL FRAMES AND VENTS'FULLY WELDED.
B. REFERENCE TEST REPORTS: NCTL - 210. 3873 -1, 1A 2.2A, NCTL 210 - 3874 -1,1 A, 2,2A
9. SERIESIMODEL DESIGNATION CA -8400.
10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED ANO ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCK OR FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
11, THE DESIGNATION XSTAND FORTHE FOLLOWING: Xm OPERABLE SASH
No 81 $
820 1900 SW 44TH AVE..
_ C OCALA, FLORIDA 34474
.l, R rrLE GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC
6TASE OF &19 8400 ADE F 6/bf2007
NTS Y L
B 1
8.
rE 2
a"
V moat
(TYP)
INSTALLATION
ANCHORS TYP.
4" MA
8"
MAK C
(TY%
., � ANCHORS TYp —�
ANCHORLAYOIa- FFLANGE) ANCHORLAYOUT- (FLANGE) ANCHORLAYOUT -fFIN) AiVCHO UT -f l 1
THRU FRAaEpe'90D OR OPM14P 7HRU FRANIEI4YODD DR MA90NRY�1 ". Poll. FIN PW000 OP o) 'r 1'1—RU uao Fnv 1'f�o
FOR NUP TD STx8' NOTES: FORU%TSUPTO3TxT7 FORUNITSUPTO3Tx77 FOR UNRStd TO SAxS3°
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILLANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAK ALLOWABLE SHIM STACK TO BE 114: USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT.
& LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED.
. 3118° )I ITN/ TAPCON MASO ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 7 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE
S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" NITO2 BY WOOD SUCK
A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION.
B. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1J2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
B
R 2
UPQATED PER 2010 FBC
12Ib12019
8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S I STALLAT16N INSTRUCTIONS, AND ANCHORS SHALL
H
LUCAS a TURNER, FL P.E tlSZOt
A
UPDATE TO CHANGES
03!1712008
•��ri
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
��e���ypRE yy
B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCT'S HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
,�
A WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE
v le Na bS201 °
+ �; 7�
1900 SW 44TH AV.E.
STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C 90, GRADE N, TYPE 1 (OR GREATER).
dr ;1 * S * =
OCALA, FLORIDA 34474
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
OF INSTALLATION SHALL BE DONL' BY OTHERS FOLLOWING
y'
Oar OTAT@ tlF �W
�
ITLe ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT
'
THE CURRENT li(07/Il
VERSION OF THE REFERENCE DOCUMENTS:- PRaPMErARYAIDOONFI7ENTa,
„ * •. q
'1, F 4pR)O.r, 4
8400
ADE
51512007
THE INFOhMATION COWAINED IN TINS DRAWING IS THE SOLE PROPERTY OF CUSTOM
�jr t� .e..... ..
r�
pA$EMENT
NTS
•. pWS -181
FMWMMA2S0( BOXWINDOWSS LFMAfAAM ,MNDMA300E(EXTERIORDOORSj. YOVI' �vERMWIONOFCCUSrTWVWWNNDDDWSIYSTEM .wc$aPROMIT ��
°Na���is;�t���
B
20F7
718` OVERALL
718° ANNEALED GLASS
7118° AIR SPACE
6110° LAMINATED GLASS
718" ANNEALED GLASS ,
.M DUPONT NB INTERLAYER
118° ANNEALED GLASS
PURFECT GLAZE
SIKAFLEX 852
GLASS.
(!E�_
BITE
718° OVERALL
118" TEMPERED
7118" AIRSPACE
5/18" LAMINATED GLASS
118° ANNEALED
.t�11 DUPONT PVB INTERLAYER
1B" ANNEALED
PURFECT GLAZE "H"
S6RAFLEX 652
GLASS'TYPE B
FULL SIZE
71W OVERALL
1B- HEAT STRENGTHENED
T118- AIR SPACE
6118" LAMINATEDOLASS
118° HEAT STRENGTHENED
,000 DUPONT PVB INTERL4YER
118" HEAT STRENGTHENED
PURFECTGLAZE°H°
SIKAFLEX 652
GLASS
SITE
GLASS TYPE Ct
FULL SIZE
WINDOW
SIM
MAX
D.P.-
GLASS
TYPE-
37 x 63
+1- 67.5
A -B
37 x 72
+1 -67.5
GD
z�
vaoPlaeTARYANDCONFTDENTTU I1J07l1I
THEINFORMATMCONTA INED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO. IS PROHIBITED.
7W OVERALL
4- TEMPERED GLASS
MW AIR SPACE
6118" LAMINATED GLASS
118° HEATSTRENOTHENED
.080 DUPONT PVS INTERLAYER
118` HEAT STRENGTHENED
PURFECT GLAZE '7H"
SFKAFLEX552
(�
GLASS
BITE
L�
BITE
GLASS TYPE D
FULL SIZE
1 4
1
91 .
41
18
1
UZER1
4 8 1
1
1
3
�
9
RtOR
INTERIOR
$ECTION VIEW 8-3
7
11
a
2
4e
SECTION VIEW C-C
'
ALT FIN FRAME
SECTION VIEW A A
B UPDATED PER 2010 FBC
12/5/2011
LUCAS A. TURNER FL P.E: 88209 A UPDATE TO FBC CHANGE §
103/1712008
ma
Q-
✓fi`L,,'A'
E2,44,46.60 18,17,19,20,26,27,32,34,37,38
ARE USED BUT NO
,w Gam,'+ � tie9NnONS4»WRS
�-�j �9si 58201 1y 1900 SW 44TH AVE.
OWN FOR CLARITY
R,I S �* OCALA, FLORIDA 34474
�Z -'ore
sue£ TITLE: SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC
�'i►s stave d� f�tr,� �,
CIS E
Mme" 'oF�,1 Q R 1 V r¢� 8400
ADE
wo ; 5!5/2007
7F1E INFORMATION COMAI FOR IN T158 GRAND
SOLE rrtor+�R'vrr ds9.Oea
INORN�oMOr REPRODUCTION PART iOmVMD ovral6
+�jifj�Ai�`�P� CASEMENT
.
NTS CWS -181
ONep'S
w/NDOWaER�sMS.
R
t.
B 40F7
Item f
, Part te
D'eeorl Bon
Vendor
Materlal
1
HJW30S
FR. UW.MANLHEAO
MXRON
P7C
2
H80308
FR, CASE,; SLL
M8QR01V
F:VC
3
I+WWB
FR, CASE;•MAW,J&,ROW
MHRON
We
4
H•6030B
FR, CAS6,'MWIV J&, LEFF
MHRON
PVC
6
H4030A
FR, CABS WFN
MICRON
P/C
S
H•$WS
SASH, CASE,TOPRAL
mmN
P✓C
7
KOWS
SASH, CASE, BOT. PAL
MBQmN
PJC
8
H•SooB
SASH,Q"E,SlOERAIL,111=
MICRON
Pvc
0
KW08
SASH, CAM, SDIERAL, LOCK
MICRON
m
10
K1682
SCREENRA'L, SIOM M
KEYMAIBC
ALUM
11
K1693
SOFMRAL,TONSM
KEYMARK
ALUM
12
GLASS
SEEStEET3
13
83026
SEI: my- 86 DER, 11B°X7/8°X2"Ls.
FRANKLOV&
RAM
14
83028
SCk�La~T'-OUI'
SLAW
F3113
WAWSLNWFORPVC
TSWPLASTIS
RUBBER
P-3185
SCREW SPRING. NO HOLE TMON
P•3197
BCFBN04VMIW
M&M
NYLON
V20
83217
VVS7. WI ELEAF SE L. FRAIR
AMESBURY
RUBBER
F3228
SCRH4BFAVE,188DW,BLK
DADA
83281
SPAC9i,WASEAL,SI£SHEra
DARASEAL
7RJW:AL
PL3342
SEAM SEALER 8M 804
Sq-v-m
SILICONE
F3429
WSTP.', ,270 X.187 BACK, ULTRA FW, BLACK, BASH
ULTRAFAB
23
FIIRFEGTGLAZE'hP,80fAFLEx662
HW(9-.86(A
24
F3539
#B x 314-QUAO F11 TEK ZPIC, SmN
25
F3591
SCREIN CLOTK 16 X 16 FETE i0LASS
PhOF9t
28
P= 3807
#6X 1° PH FH 7EK 2, Be. SCREW
FASTEML
SS
21
83013
anLBL(LOGOJ
25
P30M
C9-3406GbLOCEt1. LABEL, NFROTAS
20
P-3762
cAPF.U3,1P1"HOLE.
MIM
NYLON
30
F3881
TgAnFARl LBL. (PMMM
31
111940
MBBER m Pvc
32
P-4003
TIEBAROUIDE ROTO. Kme
ROTO
88
33
84004
#&32 X 112° Fi FR MS. 88 ROTO HDWE LOCIq
FABFENAL
88
34
F4006
MFPORT P1.A7F, LOCH, 88, ROTO HMAE (Use wf P 40M
ROTO
S8
35
F40M
LOCK, MUL, PO041', ROTO Moves, v"m
ROTO
88
38
84007
ROTO.OPEPA7'0M (FOR LEJTfOWOPEN
itOTO
BS
37
P4009
TRACK &SLMASSM,RDTOOFER. ROTO WNE..(131
ROM
88
38
84010
STLO BRRI., ROTOOR R, LM, ROTO HDVVB
ROTO
BB
39
FL4012
ROM OPERATGR ROTO H7MEE 4.
ROTO.
NYLON
40-
F4014
HANDLE, SID, ROM OFM ROTO HDM (VAiTEj
ROTO
ZNO
41
F4018
hVl`IGES IWGHT FOR LEFrOR RIGHT OPMCA8®MM
•ROTO
38
42
R4=
SUPPORT'Vt OHER, ROTO ORR ROTO H7M (
ROTO
SS
43
84021
#8.32 x.314" Quad PH Wt 1118° Lead, MS, SS ROTO OP. ROTO
FAWE AL
88
-44
FL4024
GASKET, ROM OFEt, ROTO KM E, ItIV
HOP
46 1
P 4031- P•4040
TSBARS, ROTO HOVEE 1.6 LOCKPONT8.8S (BY OA FM)
ROM
SS
40 1
F4050
REM. 00 . -AL,WA APA 6062 -M2 (.060 X AIM, HD
F3ECISIONSTEa
ALUM
47
84043
STRXE 6BILIPW
m
NYLON
48
FL4146
08 314" PHR ATTEK SS
FASTENkL
SS
49
.COL-ALLAMM, 606 4W (.062X.888), HD
FgCGIONSTEEL
ALIGN
8B" PH FLATTEK W HEAD, SS
FABTBVAL
a8
81
il.
. CASE SASH
HE(MgF6(
ALUM
82
BD., 7AT"
NN(Fim4
PdC
PVC FLANGE H - 8030B
A11132'
2114"
PVC SASH, CASE. W6008
17132"
1 19132°
SCREEN RAIL, SIDEFRTM, H -1592
ALUMINUM 6063 -T6
1
3' 208
112"
SCREW SUPPORT - P -3113
4
U xZ-
PVC FR CASE, MAIN (FIN) H -6030A
PROFFETARYANDCONI'VeNrwL 12!07/11
THfi INFOAM1MnONGONTAINEO OJ Th6S ORAWINO a ;THE SOLE PROPERTY OF CUSTOM
WINDOW 9Y9TEW9, INC. ANY REPRODUCTION IN PART OR ABA WHOLE WITHOUTTHE
WRITTEN PEW41MCN OF CUSTOM WINDOW SYSTEW. INC. IS PROHOMM.
�7N8°
1f16°
COIL, .061.437, P-4050
ALUMINUM 5052 -H32
21!32°
1116"
8
COIL, .062 X.666, P-4491
ALUMINUM 5052 -1-132
17132"
1 191132
SCREEN RAIL, TOP /SIDE, H -1593
, ALUMINUM 6063 -T6
7132"
PVC GLAZING BEAD - 6064
SASH CORNER' CONSTRUCTION
[IN—w-, WINDOWSADOORS
1 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
314"
11118"
SASH REINF, S -1505
ALUMINUM 6063 -T6
rrL& EXTRUSIONS & B.O.M. -LARGE MISSLE IMPACT
Emus:. 8400 � ADE • 8!8/2007
CASEMENT 12 ' CWS -181
S' ' 80F7
I BY WOOD BUCK
INSTALLATION ANCHOR BY OTHERS [A] ID1.J. MW. EMBEDMENT
. 3M8° DIA. MASONRY SCREW. IW MAX SHIM 114- MAX SHIM
Wl WASHER THRU SCREW 4 A [g]
• .SUPPORT [C] d ► 2 BY WOOD BUCK
CONCRETEIMASONRY q, SY OTHERS [A]'
BY OTHERS
Z= MIN. EDGE COST. SEALANT BETWEEN SUCK , A • • p ► I01 MIN. EWE 019T. r ` ►
IC] AND OPENING BY OTHERS ! INSTALLATION ANCHOR
' a 4 a p 0► S10 WOOD SCREW Wl
WASHER THRU SCREW
• a
L=-MIN. EDGEOIST. • a ► SUPPORT [D]
,
1114_ MIN. EMBEDMENT' ; �•. • °' 4- . o 0. ICI a 4 a A� SEALANT BETWEEN BUCK
C saP• •�p•� p. •a y a0a6•, , e►' AND OPENING BY OTHERS
EkTERiORFINISH •�'� 1 BY WOOD SUCK 1: 8EALANTBEHINp ett �• ti �NCRET'EiMASONRY
BY OTHERS 'r • BY OTHERS ]A] 1 174" MIN, EMBEDMENT PERIMETER R8 T FLANGE BY INSTALLER BY OTHERS
S I
[� PERIMETER SEALANT
PERIMETER SEALANT
BY INSTALLER EXTERIOR FINISH
EXTERIOR FINISH. BY OTHERS
BY INSTALLER 714° MAX SHIM a)tL0R120NTAL SECTION BY OTHNR8 C HORITANTAL SECTION
]�
SEALANT BEHIND 8 FRAMe (MASONRY) 8 FRAME (WOOD)
IN FLANGE LEER INSTAL ATION ANCHOR ROWN TE H A
3118* 131A MASONRY SCREW ILAR FOR 2BY INSTALLATION.
Wl WASHER THRU SCREW INSTALLATION ANCHOR, 8118" DIA L INSTALLATION SAME AS
SUPPORT[C[ MASONRY SCREW WINEOPRENE 89LOW
SACKEO*WASHER THRU SCREW
SUPPORT [C]
SEALANT BEHIND SEALANT UNDER SCREW
FLANGE BY INSTALLER -
HEAD BY INSTALLER
INSTALLATION ANCHOR, 3M8 "DIA. PERIMETER SEALANT 114" MAX SHIM .
MASONRY SCREW WINEOPRENE 8Y INSTALLER [B]
BACKED WASHER THRU SCREW
SUPPORT [C] EXTERIOR FINISH
BY OTHERS D • b ee, . 4 , y ps D
SEALANT SEALANT' UNDER SCREW ' D • b D . B D .
FLANGE 13YEHIND HEAD BY INSTALLER b • b. ► p br s p 1 1L4 °_ MIN. EMBEDMENT
�D r O 'p > b r r •' b ODD • , bD D Q s • D D • a lo [C1 REFERENCE NOTES: HIGH STRENGTH STRUCTURAL D D D
R IA NOTE 10.8F
T 1 PERIME GROUT BY OTHERS SEE NOTE 2 ,SHT2 BY INSTALLER `W MAX $HIM sD ° JOISEE NOTE 4. BHT 2
EXTERIOR FINISH CONCRETSIMA$ONRY Y2 MIN. EDGE DIST. P
BY OTHERS SEE NOTE 8, .ff 2
'• • SILL STOOL BY OTHERS I�1 SEE NOTE 8, SHi 2
.•? . sM i BY OTHERS
+ d'• p + p,• A+ o , •,,,r, USE PRECAST WOOD SUPPORT SILL DETAIL B UPDATED PER 2010 FBC 12!5!2011
• 'gao.n• °• >• . �o o• •vao.a TO MAKE SILL LEVEL 8 FRAME (MASONRY)
�' • ° + Pa ,P +• O .++'� > •' p . O s sp a ? s •p .a BY OTHERS - LUCAS A. TURNER FL P.E. BE201 A 1UPDATE TO FBC CHANGES 103117=8
A � O a• += a � a A.A. , • all p O ��lltl�llillf+f�/,''
• ° • • • • p •> a , . • • 1114" MIN. EMBEDMENT pFSOR$lgrti ��g,
. ]C] �Fr�. a•�LG E W,g� ,,,��ji�'.�, . -< N7NDOxs fl DDOas
OONICRETE+MASONRY �+-2 h MIN EDGE DIET. v t NO bR2d9 ^ 1B00 SW 44TH AVE.
BY OTHERS IOI �• * OCALA, FLORIDA 34474
q VERTICAL SECTION STAT OF fM 11TLrNSALLATIONANCHORTHRUFRAMEDETAIL- LAROEMI381L.EIMPACT
e FRAMF- OA --NRY) 12/d7ff1 O.e�• " P, :"••q`•r 8400 ADE 818!2007
R8Y�M8C01"J T. �ROIX7C �: W P WHOLE wlnaour n �r�� s p '+� CASEMENT TS CW8-181
WRRTEN PERt�BEtCN � CU61'C49 VWNLt7VYSYBTENB, INC. to PROFtltiITEO. 0 OF 7
1 JZ MIN EMBEDMENT
[El `
SHEATHING
BY OTHER$
INSTALLATION ANCHOR,
98 WOOD SCREW vd
SEALANT BEHIND FIN e.0. WASHER
eee�
EXTERIOR F*INISH ° a
BY OTHERS BY OT OD SUCK
�] 2 BY WOOD BUCK J14_ MIN EDGE DIET
PERIMETER SEALANT BY OTHERS PM IF-1
BY INSTALLER ;
° • . """'r• ]PL MIN EDGE DIST
WINDOW WRAP (E1 INSTALLATION ANCHOR,
BY INSTALLER DOW W HOORD SCREW w/ _ " MAX BNN4
MAX SHIM
1 Z MIN EMBEDMENT
RTF
SHEATHING d� reede��
BY OTHERS d ••oe e . }
• EXTERIOR FIN H WINDOW WRAP
BY OTHERS BY INSTALLER
114° MAX SHIM
SEALANT PERIMETER
WINDOW WRAP BY INSTALL RIND FIN BYI SEALANT
NSTALLER
BY INSTALLER .VC MIN EDGE DIST
PERIMETER SEALANT
BYINSTALLER
d $ 2 BY WOOD BUCK
BY OTHERS 1A1
SEALANT BEHIND FlN a °'
SYINBTALLER g!•g INSTALL.ASIONANCHOR =55
og �• a8 WOOD SCREW W/
ye• WASHER, LUOAS A. TURNER, FL P.E. 88201 A Tu
B
YOTHINISH ICI �-,����SDREiy�tlto�
1 112w MIN EMBEDMENT w,�GT C'T£ 8fi ,
SHEATHING ZvV0 We Mai %�'9p 19Q0
BY OTHERS E VERTICAL SECTION.ro S 111 j� v` OCuE
7 FIN(W0OD) 'z
7a S STATE OF t Wig
' PROl=rARYANDCOPFIDMnT L
wINDOW�ar�`s MS, INC. ANYYRE ROO CTION IN PAARTOR ASAP BUT THE . Vol � � �ONALry
WRITTEN PERWWONOFCUBTOMtd +(NDON/BYBTEPdB. LNG I9 PROWBiT80 �rfiPA11 /iO�t� .
FIHORIZONTAL SECTION
7 FIN (WOOD)
REFERENCE NOTES:
(A sEE NOTE 10, SHT I
I
(SSEE NOTE tea, BHT 2
101 SEE NOTE 4, BHT 2
1Di SEE NOTE s, BHT 2
P SEE NOTE e, BHT 2
Florida Building Code ()aline
bap : / /www.flaridabuildang.org/pr/pr�_appjtl.aspx?paranx-wGEVX .
Product Manufacturer
AddreWPhone /Email
Authorized Signature
Technical Representative
Address/Phone /Small
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext207
mlafevre@ews.cc
Michael LaFevre
mlafevre@aws.a
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext291
btenace@cws.cc
Quality Assurance Representative
Jeff Thompson
Address/Phone/Emall
1900 SW 44th Ave.
PE -58201
Ocala, FL 34474
Keystone Certification, Inc
(352) 368-6922 Ext221
03/01/2014
,jthompson@cws.cc
Steven M. Urich, PE
category
Windows
Subcategory
Horizontal Silder
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E5 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License
PE -58201
Quality Assurance Entity
Keystone Certification, Inc
Quality Assurance Contract Expiration Date
03/01/2014
Validated By
Steven M. Urich, PE
2 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Fl-7067 R4 COI EvalReo CWS -1576 (HS -8200 IMPACT}.odf
Standard
AAMA/W DMA/CSA/101/LS.2 /A440 -05
ASTM E 1300 -04
ASTM E1886 -02
ASTM E1996 -D2
PA/TAS 201/202/203
Year
2005
2004
2002
2002
1994
1 ..s1 7t1[ W') A•.ST Aid
Florida Building Code Odine
Equlvalence of Product Standards
Certified By
Sections From the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
h# : / /www.IIoridabuilding org(.pr/pi app dtl.aspx?parau--vGM.,
Method 1 Option D
12/12/2011
12/16/2011
12/22/2011
01/31/2012
FL S I Modell, Number or Name
7067.1 1 HS -8200 Vinyl Horizontal Slider
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
impact Re4istarrt: Yes
,Design Pressure: +60 / -60
Other: Large Missile, 74x54, DP = +/- 60 psl; (Impact).
7067.2 1 HS -8200 Vinyl Horizontal Slider
Limits of Use
Approved for use In HVHZ: Yes
Approveal for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60 %60
Other: Large Missile, 111" x 63 ", XOX, +/- 60 psF,
Description
HS -8200 Vinyl F19/Fin Horizontal Slider (Impact) 74x54,
XO.
Installation instructions
FL7067 R4 H CWS -1578 (HS -8200 IMPAC 1.
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont PVB NOA 11- 0624__01.odf
FL7067 R4 AE EvalRep CWS -157B (HS -8200
IMPACQ.odf
FL7067 R4 AE Mikron NOA 11 -0830 09.DdF
Created by Independent Third Party: Yes
HS -8200 Vinyl Flg(Fin Horizontal Slider, Impact, 111" x
63 °, XOX.
Installation Inshvctions
FL7067 R4 U CWS -232B {HS -8200, XOX, IMPACT},odf'
Verifled By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports.
FL7067 R4 AE DuPont PVB NOA 11 -0624 01,pdf
FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf
FL7067 R4 AE EvalRep CWS -232B (HS -8200. XOX.
IMPACT>.odf
FL7067 R4 AE Mikron NOA 11 -0830 09.odf
Created by Independent Third Perry: Yes
[7067.3 1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73° x 62 ", XO or OX. I
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +6 0/-75
Other. Large Missile, 73" x 62 ", DP = + 60, - 75 psf,
Impact
Installation Instructions
FL7067 R4 H CWS -399A (HS-8200. 73x62, 75DP.
IMPACT1.odF
Verified By: Lucas.A. Turner 58201
Created .by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE Dupont SGP NOA 11 -0624 02.DdF
FL7067 R4 AE EvalRep CM -399A (HS -820, 73x62.
75DP, IMPAC 100
FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf
Created by Independent Third Party: Yes
7067.4 ( HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. `
Impact
Limits of use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -60
Other- Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR.
Installation Instructions
FL7067 R4 It CWS -1866 (HS -8200 72x63 IMPACT).Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont PVB NOA 11 -0624 01.Ddf
FL7067 R4 AE EvalRep CWS -18613 (HS -8200. 72x63.
IMPACT).Ddf
') —472 711AP)A 7 0•S2 AA
Florida Building Code Online
Mip : / /wwwloridabuildin&org/pr /pr app o.aspx9pm=x=wGEVX,
FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf
Created hY Independent Third Party: Yes
Contact Us :: Purim 850. 437- 1324,IW North Monroe Street, Iq >� 3 389
The State of Ronda is an AA/EeD employer. Camrrloht 2007 -2010 State of Rorkla.:: RefundStateme
under Fbrba raw, e-md addresses are pubs t records. Ir you do not waft your a -mall address released In regpome to a puM- records request, do not send ek�trot�
mal to this entity - Instead, on I tte off3te by phone or by irakIltioret mat If you have ern! Queens regarding 09PR's ADA web any,
w our
Web Masterat w a
Product Approval Accept=
7 —r,3 111AMA11) 6 -lZ AA
Lucas A. Turner, P.E., MBA
2080 Mauve Terrace
North Port, FL 34286
Ph. 941- 380 -1574
Evaluation Report 186B
December 16, 2011
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit
size XO or OX, DP60
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above4isted product per the requirements of FAC
Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 .Method I option (d). This product
complies with the requirements of the Florida Building Code including the High Velocity Rurricane
Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawi7ig CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12!7/11.
2) Test ReportNCTL -210- 3433 -1, -lA, -2 and -2A11 from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, PE.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMAICSA 101/LS.2/A440-
2005, and ASTM E 1886/1996.2002
3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on
12/7/11
Installation: Units must be installed according to approval document CWS -186B.
Limitations of Ilse: This product
• May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass
daylight sizes as shown in CWS -136 3
• Achieves design pressures of +/ -60 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami -Dade N.O.A.
#11 -0624.01
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09
Certiffeation of Independence: I do not have, nor do I intend to acquire, nor will I acquire; a financial
interest in Custom. Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, mar do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
L w=A. Tint, P.E. 2011 -12 -16 94:38 -05:00
REIV
Nis
e
P
-4 : No 56201 q rp
r° ;=
STAYS OF
e e "c�'%
�
.Z-,Z-
12/16111
Lucas A. Turner, P.E.
FL PE #58201
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..........................1
ANCHOR SCHEDULE & NOTES .............. ................
2
DP CHARTS & GLAZING "OX XO .......................
_..3
SECTION VIEWS & ALT. FRAME "OX' XO
............4
EXTRUSIONS & BILL OF MATERIAL :S .....................6
INSTALLATION DETAIL .......... .............................6, 7
MAX. SASH WIDTH
E T
360
PVC IMPACT REQUIREMENTS:
1. THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE, CURRENT SDfTION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. APPROVED CONFIGURATIONS: "OX', XO"
4. DESIGN PRESSURE RATINGS:
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM
E -1300.
POSITIVE DESIGN.LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E -1300.
S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT, SEE SHEET 6.7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR
Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE
IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL
OPERATION OF THIS PRODUCT; BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
HURRICANE WINDS AND FLYING DEBRIS.
7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT
FIXED MEETING RAIL AND HEADISILL
S. REFERENCE TEST REPORTS: NCTL- 210 - 3433 -1, 1A, 2,2A
9. SERIES / MODEL DESIGNATION H94=.
10. 1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO-STRUCTURE. BUCK OR FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X o OPERABLE SASH, 0 m
FIXED SASH
12. SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION:
13. -WEEP SLOTS m 114"X 1" LOCATED 4" FROM BOTH ENDS
01 � No 56201 -"P% 19100 SW 44TH AVE.
* = bCALA, FLORIDA 34474
Lucas A. Tumer, P.E. 2011.12 -07 11:30 -05:00 Z°l �°4�t< `� � GENERAL NOTES & ELEVATIONS -IMPACT
"d*i1. STATE OP 3r'� ' wav: rrs
PROPMETARYANDCOWMENM I2P7/I1 °p"��'•fi Op�\�'�4•` 8200 ADE 07/11/209
THE WORWPONCOIYTAMEDMTNIeDRAWING,1 THESOLEPROPERTYOFCUSTOM r`1r `S'• : •.�(y��P L`PVCHORIZ.SLIDER NTS '` CWS-98
WRR�TEN ERMISSIION OFFMWOMO NYJI�DOW� MTEMS, 140.18P d BNE6 '!'j�l�j�NA'1 .��t� EV. R:` 8 1OF7
IF MAX
(TYP)
m
a,
IT
I.
ANCHOR LAYOUT -TFIN)
Ljo FIN IWUUP.W NINO)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD,
2. SHIM AS REITD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE IM'. USE SHIMS WHERE $PACE GREATER THAN 1/16" IS PRESENT.
& LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DEN*
ENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
SFIV .DIA. ELCO ULTRACON iag�NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1!4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21tr SHALL
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE.OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION.
S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 11Z' INTO BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. 8 UPDATED' PER 2010 FBC
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBE PROTECTED TO PREVENT REACTION.
B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER131NSTAlLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL P.E. M201 A UPDATED PER NEW F1300EQUIREMENTS
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. .r�+_..,oa•.. �s.. �d .ti
S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING.PROPERTIES: +
++, !r�+ ,
, LWN40fa Z
A WOOD - MINIMUM SPECIFIC; GRAVITY OF G =0.55 (SOUTHERN PINE OR GREATER) r
r 1A n
S DQORS
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. t
: 1
FLORIDA 34474
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Az S
* _
ANCHORS HED LE 8
8 NOTES-IMPACT
O
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT +
+yOlz.,.A �> t
8200 �
ADE P
.
718° OVERALL
1AY ANNEALED or TEMPERED
'
71181 AIRSPACE
8118° OVERALL
&iir LANG
118° ANNEALED GLASS
1Ai" ANNEALED
.� DUPONT PVB INTERLAYER
.='DUPONT PVE INTERLAYER
1Ai ANNEALED GLASS
118" ANNEALED
PURFECT'GLAZE "H"
PURFECT GLAZE
SIKAFLEX'862
SIKAFLEX 682
18
• 13
0
RQ_2 G1 ASS SITE
112' GLASS SITE
U �
GLASS TYPEA
FULL SIZE
U
GLASS TYPE B
FULL SIZE
B, UPDATED PER 2010 FBC
120/2011
LUCAS A. TURNER FL P.E 98281
A JUPDATE0 PERNEW FBC REQUIREMENTS
7/0712009
KEW 0r10
//r�•/j�
ENS+. •.�'P,�no�i�,'
^117ND01YS✓'<DDORS
'�q���•:4y0'
55201 1 BW SW 44TH AVE.
C * : OCALA,.FLORIDA 34474
►y yy
L d—
y�
x`S�
'Sp•o !1?A$S OF :$1`w'
" - "0 .DP.CHART .& -
ACT
PROPMETARVANO 12/7/11
y+'�''•'k P '�? .•
elites: fir:
8200 ADE
Te:" 0711'1(2011 .
CMDENM
r n�in�oRranONCronrrangownusoaawovoienre�LePROPermoFCUarone + + + +u^'�•oa:• i�`�
Urn+E +�sjf
INar
:PVCHOR2.SUDER CALE:
"CWS158
mssrONNOFFOUSTOMWr�W m INC. is RITE0.
MA„ Sttt
87'ren: B
Ef: a30F7
SECTION VIEW A-A
TYPICAL VERTICAL SHCTION
MOTH: SHOWS FI%EO OLA88 CUTAWAY
FRAME HOOK LOC.
ME==
FRAME.SASH CLIP
!+ 1 IMPACT HOOK SPACING
jj 'Ij HEAD HOOKS:
` IrL/ llll Al 8° FROM UNIT EDGE TO ER OF
� A THIRD HOOK IS CENTERED ED I F UNIT IT WIDTH IDTH 1S GREATER THAN OR EQUAL TO 31 314 ".
C) INNER HOOK 3 7B" FROM EDGE OF MTO RAIL,
a)A) 3.712" FROM SASH CORNER TO EWE-OF CATCH.
\ B) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH 18 GREATER
THAN OR EQUAL TO 81 314 ". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114".
DETAIL E
(HEAD IMPACT HOOKS)
O : ITEM 27, 34, 3®, 40, 41, ,
1, 82.ARE USED BUT NOT SHOWN
OR CLARITY.
SECTION VIEW C•C
ALTERNATE FIN FRAME zZ
PROPMETARYANDCOWMENTIAL 12/7/11
THE INFORMATION CONTAINED IN TKS DRAWING 1S THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WRHOUT THE
WRRTENPERMISSIONOF*Sr MWINDOWSYSTEMS,INC.ISPROMITED.
VY411:nn
662
31 83029 I Screen FIth'
32 83033 Screens rt
$3 R364t k8x1/2"Ch
34 8.0028 Mah Fr., SH
86• 1=3113 Scraw.Supl
36 6.1112 Glazing Bea
87 5.1860 BashOateh,
38 84868 Watp., 0.421
69 B 1877
60 1.1778 RoFraibmer TeCetct ra(t
I I
a
L1
PVC SASH MTG. RAIL4027 I
FIXED MEETING RAII
F . 6 SCREWED TOOETHi
WITH CUTSRFRAAU
1 174° PVC FRAME FM -8028 �°•-1 112" 1"
B1i8" 7/18" I 1110° L 8
ALUM SASH MTO. RAIL -1487
ROLLER TRACK -1778
1 1 118118"
44 388" 0
PVC FOOD RAIL COVER -S083 O
ALUM FIXED Rikl -1836 18e° 9 i
—ep 818" PVC SASH BIDE RAIL-6028
16!18" E
1 3w L
PLAN VIEW ALUM SASH IMPACT HOOK-1 868
PVC ROLLER TRACK 6006
3/90° 7'L !
ALUM 8.1.8!3.8.8. -1496
_ PVC GLAZ£BEAD -8
BQREW BUP.31 084 13 _
O
ALUM GLAZE BEAD -1112
8"
16110°
PLAN VIEW ALUM FRAME IMPACT HOOK-167
Brame "wt cam Faatenmi Iftel 1 1 .314" LUCA
Mkon
Team m Pl 0
TeaeOc R Idub ibber
KWmwk Alum
Kaymark Alum PVCGLAZEBEAO -WEE 18M8" Z 16" +?�
0 Ksymwk Alum i
a'w'*
Kaymark Atum ALUM. SASH REINK -ISM
FRWRIETARYANDCOW09UTRL 12171)« �'+
THIERVORNAnCN CONrAMO IN THE CRAMM is 114E SOLE PROPERTY OF CUSTOM '
IS P WINDOW 8Y5Mmgj 1NC. ANY RPPRO(xfCTtON tN PART � AB A WHOLE Wr,HOUT THE
WRfITEN PERAdr9aION'OF CUBTQM 1MN00W SYSTEMS, AYC. I$ PROMerfEO.
1
9. fiJd"
1 3M8°
PVC SASH TOP/STM RAIL -6004
1 1t8 °«{
E
172"
PVC SCREEN CATCH - 0013
7 118" «�
1
6110"
PVC SCREEN SUPPORT -8014
URNER. FLP.E.66201 A UPDATED PER'NEW FBC REQUIREMENTS P7107=08
tttouu�e,+tr +�
ODRE.,I �1�,.pp+if +,
t.'LDENSk° ° "4ytt+'$ lv&tomm
NC -BUN %11% 1.800 SW 44TH AVE.
S 1" S OCALA FLORIDA 34474
I
g gM2gp R USIONS & B.O.M. - LARGE MISSILE IMPACT
$F/7E OF J� DA
7!1 1 AE 121
N•4 Ri ''•�� �� 1:2 - CWS -188
PVC HORIZ. SLIDER
t /ttttbttltit 9 6CF7
INSTALLATIOM1
MASONRY SCI
THRU SCREW
— SEALANT BETWEEN
BUCK AND OPENING'
SYOTHERS
1= MIN EDGE DIET
NEIMASONRY
BY OTHER
1114" MIN EMBEDMENT • > • • o
• > >•;
[C] �' •
�•P�
6.
• O.
O.
P. O•
a ,
O•
—1 BY BUCK
EXTERIOR FINISH
BY OTHERS [A]
BY OTHERS
d�6
L 114" MAX SHIM
PERIMETER SEALANT
is)
BYINSTALLER
• •,. q
BYINSTALLER
EXTERIOR FINISH
BY OTHERS
O• ••�•a O•iP sep
• e
CONCRETENASONRY
BY OTHERS
A VERTICAL SECTION
e FRAME[AN180NRY)
- rE(MSONRV JAM" MEN EMBEDMENT
=RS [C)
w1$" DiA 1 BY WOOD BUCK
\$H£R 8Y OTHERS UN
r [D1 ° • 4 -.{ [+ -1/4" MAX SHIM
A
°s °a.
Z= MIN EDGE DIET° G °
°apA
EXTERIOR FINISH PERIMETER SEALANT
V OTHERS BY INSTALLER
B 7—Wr—V RIZAL SE CTION ASONRY)
DIA.
INSTALLATION ANCHOR, 3118" D1A.
MASONRY $CREW wRNEOPRENE
BACKED WASHERTHRU SCREW
SUPPORT[C]
SEALANT UNDER SCREW HEAD
BYINSTALLER
- HIGH STRENGTH STRUCTURAL
GROUT BY OTHERS
114° MAXSHIM
SILL STOOL
BY OTHERS -
'+ USE SOLID WOOD SUPPORT
• : TO MAKE SILL LEVEL,
Aga BY OTHERS,
-J -l& MIN EMBEDMENT. .
[01
[—Z= MIN RDOE Df$T
0
114• MAXSHIM
[BI
BOTTOM SWEEF LOCKAOITVATED ONLY 1= MIN EMBEDMENT
DURING HURRICANES, [DI
MASONRY $CREW WIMPRENE
BACKED WASHER THRU SCREW
SUPPORT [O]
SEALANT UNDER SCREW HEAD
SEALANT BEHIND FLANGE BY INSTALLER
BYINSTALLER 114" MAX $HIM
'PERIMETER SEALANT [�
BYINSTALLER
EXTERIOR FINISH p` a �eq ` a- q q• p
BY.OTHERS �q' p • 1= MIN EMBEDMENT ot
p iJ a p
p ,pq qp• � D
q`q � q q q •q q
p •pa`gp•q pp�pyp •prp� p.� p.�
MAN EDGE DIST
CONCRETEtMASONRY IC]
BYOTHERS CDALTERNATEPRECASTSILLDETAIL
�,V FRAME (MASONRY]
PROPISL'+•TARYAND COPPWENTRI. 12f7I
THE INFORMATION CONTAINED IN TMBDRAMBNG 18 THE SOLE PROPERTY OF CUSTOM
NHNDOW9/S.M INO.ANY REPRODUC11 N M PART CR ASAWHOLE WRHOUT THE
WRTREbtP 9910N OF CU8iCM WINDOW SYSTEMS,INC.IBPROMMI-am
Na 8$201 '4'p 1900 SW 44TH AVE.
* OCALA FLORIDA 34474
~ I TALLATION THRU FF
BTATR OF .•f W aann
REFERENCE NOTES:
[A] SEE NOTE 18, SHi 1
Em SEE' NOTE A SHT 2
[C] SEE NOTE 4,.8NT 2
[D] SEE NOTE 5, SIT 2•
IEJ SEE NOTE S. SHT 2
K°ATE. 07!1112011 °' CW3••98$
80F7
ZZ MIN EDGE DIST
'
[D[
d�6
• •,. q
INSTALLATION ANCHOR,
d d
1410 WOODANCHOR WI
� U.SCREW
A d
SUPPORTED]
•�6
SEALANT BETWEEN
BUCKAND OPENING
Y
BY OTHERS
PERIMETERSEALANT
BY INSTALLER
EXTERIOR FINISH
2 BY WOOD BUCK
BY OTHERS [A]
BY OTHERS-
C HORIZONTAL BECTON
\,V FRAME (WOOD)
AND JAMB
IMILAR FOR 20Y INSTALLATION.
INSTALLATION ANCHOR, 3118° DIA,
IBILL INSTALLATION SAMEAS
SHOWN BELOW.
MASONRY $CREW WIMPRENE
BACKED WASHER THRU SCREW
SUPPORT [O]
SEALANT UNDER SCREW HEAD
SEALANT BEHIND FLANGE BY INSTALLER
BYINSTALLER 114" MAX $HIM
'PERIMETER SEALANT [�
BYINSTALLER
EXTERIOR FINISH p` a �eq ` a- q q• p
BY.OTHERS �q' p • 1= MIN EMBEDMENT ot
p iJ a p
p ,pq qp• � D
q`q � q q q •q q
p •pa`gp•q pp�pyp •prp� p.� p.�
MAN EDGE DIST
CONCRETEtMASONRY IC]
BYOTHERS CDALTERNATEPRECASTSILLDETAIL
�,V FRAME (MASONRY]
PROPISL'+•TARYAND COPPWENTRI. 12f7I
THE INFORMATION CONTAINED IN TMBDRAMBNG 18 THE SOLE PROPERTY OF CUSTOM
NHNDOW9/S.M INO.ANY REPRODUC11 N M PART CR ASAWHOLE WRHOUT THE
WRTREbtP 9910N OF CU8iCM WINDOW SYSTEMS,INC.IBPROMMI-am
Na 8$201 '4'p 1900 SW 44TH AVE.
* OCALA FLORIDA 34474
~ I TALLATION THRU FF
BTATR OF .•f W aann
REFERENCE NOTES:
[A] SEE NOTE 18, SHi 1
Em SEE' NOTE A SHT 2
[C] SEE NOTE 4,.8NT 2
[D] SEE NOTE 5, SIT 2•
IEJ SEE NOTE S. SHT 2
K°ATE. 07!1112011 °' CW3••98$
80F7
SHEATHING
1V2.. MIN EMBEDMENT
BY OTHERS
EXTERIOR FINISH
:;
'
BY OTHERS
"•q
2 BY WOOD BUCK
BY OTHERS
ANT BEHIND FIN-^,
8 ,
[A]
BSYAU
+
INSTALLATION ANCHOR
WINDOW WRAP
;
6B WOOD SCREW Wf
BTA
WASHER [E}
'
���
i
•
PERIMETER 8EAGINT•
BYINSTALLER
114- MI N.EDOE DIST
L114*
MAX SHIM
SYINSTALLER
WINDOW WRAP
BY INSTALLER
SEALANT BEHIND
BYINSTALLER
EXTERIOR FINISH
BY OTHERS
IW MAX SHIM
CBl '
—lte MIN EDGE DIET
2 BY WOOD BWK
BY OTHERS [A)
213Y WOOD BU
BY OTHERS [A]
INSTALLATION ANCHOR,
08 WOOD SCREW Wl
WASHER(E)
1= MIN EMBEDMENT
IEI
lw MIN EDGE DIST
{EI
4/4° MAX SHIM
EXTERIOR FINISH
BY OTHERS ff
SEALANT BEHIND FIN PERIMETER SEALANT
BY INSTALLER BY INSTALLER 7 wrNDOW WRAP
BY INSTALLER
F HORIZONTAL SECTION
7 FIN (WOOD)
/ «1- 11/2' MIN EMBEDMENT
[El Hr�
E VERTICAL SECTION PROP IAIRYANDCOWIDENTIAL 12/7/11
7
FIN MOOD) THE WFOWM4noN COMTAINW IN THIS DRAWING IS THESOLE PRPFMTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPROMICnON IN PART OIi-AS.A VdMLE VfiTH f THE
WRtATEN PERMISSION OF CUSTOM WfNDOWSYSTEMS, INC. L�PRORSI ED.
REFERENCE NOTES:
[AI SEE NOTE 10,•SFFI' 1
I
n BEE NOTE 283, BHT 2
C SEE NOTE 4, BHT 2
ID) SEE NOTE S. BHT 2
M SEE NOTE 8. SHIT 2