WS-16-1276 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone:(305)795-2204 Fax: (305)756-8972
Inspection Number. INSP-259842 Permit Number: WS-5-16-1276
Scheduled Inspection Date:July 13,2016 Permit Type: WindowslShutters
Inspector: Mesa,Michel Inspection Type: Final
Owner: SHULMAN,STEVEN Work Classification: Window/Door Replacement
Job Address:471 NE 101 Street
Miami Shores, FL 33138-2448 Phone Number
Parcel Number 1132060170680
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION Phone:(305)264-0446
I I IIIIIIIIII
Building Department Comments
IIn Sect o Passed Comments
INSTALL 5 IMPACT WINDOWS
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-259751. CREATED AS
REINSPECTION FOR INSP-258678. LOURDES CALLED TO CANCEL
lourdes called to cancell
Failed Cr—�
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
July 13,2016 For Inspections please call: (305)762-4949 Page 15 of 45
M1 � 3
Miami Shores Village £
10050 N.E.2nd Avenue NE "01,
�
'y Miami Shores,FL 33138-0000
M IM
oc Phone: (305)795-2204
�YORtW'' d
R �k� 06
Expiration: 11/0612016
Project Address Parcel Number Applicant
471 NE 101 Street 1132060170680
Miami Shores, FL 33138-2448 Block: Lot: STEVEN SHULMAN
Owner Information Address Phone Cell
STEVEN SHULMAN 471 NE 101 Street
MIAMI SHORES FL 33138-2448
Contractor(s) Phone Cell Phone Valuation: $ 5,875.00
AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514
Total Sq Feet: 100
Type of Work:INSTALL 5 IMPACT WINDOWS Available Inspections:
No of Openings:5 Inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.60
DBPR Fee 111VOICe# WS-5-16-59741
$2.25 05/1212016 Credit Card $ 173.10 $0.00
DCA Fee $2.25
Education Surcharge $1.20
Permit Fee $150.00
Scanning Fee $9.00
Technology Fee $4.80
Total: $173.10
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-n med co actor to do the work stated.
Aj
May 12,2016
Authorized Signature:Owner 1 Applicant 1 lyntractor 1 Agent Date
Building Department Copy
May 12,2016 1
Miami Shores Village
Building Department =BY:
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949 S
FBC 201 L1
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: 471 RE 10 / s T
City: Miami Shores County: Miami Dade Zip: 33/3
Foliornarcel#: i I — 320(Q - o17- OG 80
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): J/2 V 6A/ S d UY I N AW Phone#:C.305) -710 . 75(5?1
Address: 47/ N E 101 ST l
City: M l A N/ 60A�L State: 3 2
TenandL.essee Name: Phone#:
Email:
CONTRACTOR:Company Name: A>-4E21 cM ST w R-o 46caG &'n Phone#:
Address: / 0 8 O P Al w /4 ST STE /,93 /Li AM 1 /72,
City: M/e M i State: ;:r/
Qualifier Name: -SO Ai0Aa X q t i q a e,Z. Phone#:3119,4 -8!D 7
State Certificatioor Registration#: C&C /5/ 3 -2- Certificate of Competency#:
Contact Phone#: 86�.2 39-0 8 4-5- Email Address: �2M/ /NCS �`�_ ,f�v�W/N�D Gt1 S. C1 Al
DESIGNER:Architect/Engineer. Phone#:
Yalu of Work for this Permit:$ S 7 •D U SquarelLinear Footage of Work:
Type of Work: OAddition teration \ ONew ORepair/Replace ODemolition
Description of Work. aJ 1 G 1tMIR
Color thru We:
rrrrrrrrrrrrarrrrrrrrrrsrrrrrrsrrrra•�rrFeesrrrrrsrrrsrrrrrrrrrrr+xrrrrrrrrrrrrrrrrrr+�r�ar
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ TrainhWEducation Fee$ Technology Fee$
Double Fee$ Struchuvl Review$
TOTAL FEE NOW DUE$
o .
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City 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
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500 the applicant must
promise in good faith that aco of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is sub'ect to t. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspec c rs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not a eirmspectron fee will be charged
1
Signature X Signatur 62111"_
Owl or Agent Contractor
The foregoing instrument was acknowledged before me this c;L -` The foregoing instrument was acknowledged before me this
day of_M�,20 fes,by S /r✓i- d'JA t1IA�N day of 20 G by O ho4) ;�iodr 4,l
who is personally known to me or who has produced >rt del who is ucis WJX known to me or who has produced
J1 C CAJ SE As identifi as identification and who did take an oath.
.,��'aY pVe-� NATHALIE DIAZ
NOTARY PUBLIC: a m Notary Fublic-State of Florida OT PUBLIC:
•= Commission#FF 230936 f
My Comm.Expires Play 14,2019 "' "�. NATHAUE DIAZ
Bonded throw h National Not Assn. %°
Sign 9 arY ign o-- Notar F bl c- e of Florida
�1Q •° Commission# FF 230936
Print: A/ E Print. �N' ay 14,2019
' F
'OF,My Commission Expires: MA y 1 y(/a o/C" My Commission Expires:,,� '�r5� 49 '9h National Notary Assn.
******************************* *** *** ******************************************************************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10f2MXRevised 3/15/09)
O O
x p x o Steven Shulman
O CWS-HR CWS-HR
471 Ne 101 Street
p FL16736.1 FL1Miami Shores, FL 33138
CWS-HR 72 3/4 x 49 7223/4 3/4 x 4 49
FL16736.1 x O
72 3/4 x 49
O
x CWS-HR
Op FL16736.1
72 3/4 x 49
CWS-HR
FL16736.1
72 3/4 x 49
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WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: American Storm Protection ADDRESS: 471 NE 101 Street
PROJECT: Steven Shulman Miami Shores, FI 33138
City State •..e ZIP
EXPOSURE "C " FWIND VELOCITY = 175 MPH AWF:SL0rr;>•10 ••�•
Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Trib 3(Sq.Ft) •• • • ••••
(ft) iD i.s 20 2s,' 3o 35 40 43 I SQ (ft) 10 1 15 , 20 ,. 40 44 •••:
* 40.1 X39 38.3 .T; 37.2 �� 36.5 35.9 jS +: 40.1 39 3&3 37 3 's S �2 35.9 •
is - -
43.5 4Z4 4L7 41.1 40.6 39.9 .; 6' 39.3 53.7 SIA 50.1 489' 4T 1"•46.5 45.9 0•••
17 •` 41.0 40.E 39.2 38 6 3&1 37 4 3?7,}3 36 8 17 41.0 4C!Q 39.2 38 •i. 37 t3 3&g 000
44.5 43.4. 42 7 -0Z.1 41.6 4k2' 40.8 405, 40.2 - 55.0 8.. SL3 5tk 483:•47. "`96$ 467 ••••
415 41:3 40.6 38.9'_39.4 �0 38.6 38.0 i' 42.5 91.3 40.6 "3 4:n39l1 38. `;-, 3 38.0 ••
20
446.1 44:9 44.2 43;5 43.0 4Z6 42.2 .419 4L6 A -' 56.9 ;54,6 53.022 5k 50.8••49,9 • 6 4&O ••••
143.4 '423 4L5 4Q$ 40.3 395 395 2 3&9 #' 434 ®i{35 4L5 _ • 39.9 .5 > •••i
r_ r
47.1 45:9` 45.1 44.S 44.0 43.6. 43.2 $• 42-5 581 S50 54.2 53.d 5& 5k114-96 4910 •
44.8 A3 C. 42.8 '4Z Z 4L6 41.2 40.8 &4 40.1 +' 44.8 `$3 6 42.8 422 4L6 Oki 40!8 4 4Q1
a 48.6 47.4 46.6 46.0 45.4 45.13 44.6 "44,Z" 43.9 � � 6Q.0 lT;I, 56.0 54.'I 53.6 SZ7 51.9 51.3 5Q6
78 45.8 44.6. 43.7 43.0 42.5 42.0" 41.6 41;3 4LO +' 45.8 44 G' 43.7 43A' 42.5 42.0 41.6 4L3; 4L0
416 4 47.6 46.9 46.4 45.9' 45.5 45:2'- 44.9 = 613 ,59 57.2 .$58 54.7 536 43.0 .9 5L7
r47
4531 44.2 4$.5 42.9 4Z5 42.1 4L7` 4L4 • - 46.2 ,4" 44.2 43.5 42-9 42,5. 42.1 .41.7 4L4
. 30
48.1 474; 459 46.4 460 6' 45.3 ` 61.9 57.7 554` 553 54:4 43.6 5a.8 52.2
464 45.5 +348' 44.3 43& 43 4 .43;0' 42.7 + 47.7 .46 4' 45.5 443 '43 8 43.41 0 42-7
35
49.5 �48 4 48 3 A7.8 47.44710, 46 7 63.859.5 57.0 S6 fi 55.2 _54 5 53.$
+ . X17$ 46.9 461 45.6 451` 44.7 "44'3 43.9 4t 49.1 +47 Sr. 46.9 46-1 45.6 1 44.7 3 43.9
- 53.2k$ 5L0 5ik3; 40
49.7 492` 4&8 4: 481 =! 65.7 1, 5L3 59E9 5&7 X7,7. 56.9 561; 55.4
45 50.5 48.2 48.2 44$5 46.9 .41 4` 45.9' 5.'S _45.2 C 50.5 401 4&2 47,5' 46.5 d6:4 45.9 X15,i 45.2
45
54.$ 53.4. 52.5 #:L# 51.2 6; 50.2 '8' 49.5 � 67.6 6+19' 63.0 '615: 604 4 58.5 tJ 7 47.0
51.4 5R1 49.1 :4 47.8 47.2 46.8 ; `_ 46.0 + 514 50.1 49.1 48A; 47.8 47 , 46.8 464 460
- 518 S44 53.5 si5 52.1 x1 SL2 `i 50.4 6&9 '66.x` 64.2 :6Z '' 6L5 59.6 5&1
52 8 515; 50 5 49.7> 49.1 �'" 4&1 43xi1? 47.3 a 52.$ 513' 50.5 497` 4911 4$.1 .47 7,. 47.3
57.3H�4
54.9 54:Z� 53.6 -iiI5 ss
'S ' SL8 70.8 68A' 66.0 tr4 5 632 51.2 4` 59.7
t 53.85L4 Sp 6t 49.9 48.9 '45 5 48 2 t 53.8 52.4 S L4 48 9 49 4 48.9 48 2
R 58 355.9 fs 1 54.5 "S4 53 5 ".1 52 7 ., 72.0 1„ 67.2 64 3 62.3 T< 6CLS
GENERAL NOTES FIGURE 1
D=10% OF LEAST HORIZONTAL DIMENSION
1. TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS
2• ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 40
BY USING FIGURE 1 AS REFERENCE ZONE 50
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
H ��•�.
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D�
ROOF HEAIGHT AND APPLY TO ALL FLOORS. u I I ���,�ww>.
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D'�i
SHOWN BUILDING HEIGHT IN END ZONE.
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SFA
OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. q�"�AR
8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS
dalm
10-M-13REVISIONS:
am.n W.MA AL-FAROOQ CORPORATION
no. date by descri on ENGINEERS&PRODUCT DEVELOPMENT °bpi 2 u ..0..
1235 SW 87 AVE TEL (305)264-8100
DWG N0. 1tMIAMI,FL 33174 FAX.(305)262-6978 JAVAD AHMAD
SHEET 1 OF 1 FLA P.E.;7059%E8 CAN.3636
t '
8/12/2015 Florida Building Code Online
v pg
a
r
Flodda(epartmentq BCIS Home j Log In if User Registration Hot Topics !I Submit Surcharge Stats&Facts g Publications i FBC Staff SCIS Site Map Links i Search
Busines `�`'�
` Product Approval
Profess I JOUSER:USER: Public User
Regulation
Product Aooroval Menu > Product or Application Search>Apolication List>Application Detail
FL # FL16736-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
.• ... . . . . . ..
Technical Representative Erin Koss • • •• • • .
. .. . • • • .•. .
Address/Phone/Email 1900 SW 44th Ave. ••' ..: '.: '•' ; ; .•'
Ocala, FL 34474
(352) 368-6922 Ext 291
• •• . •
..
••• . •
ekoss@cws.cc . •
• • • •so • • • •
• •• • • •• • • •
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474 • • � ��� � •
• • • • • • • • • •
https:!/www.floridabuilding.org/pr/pr app_dtl.aspx.param=wGEVXQwtDqu8obl%2fIZm6TgPohLz6ont0aKpvg10N3eNaBBBv3yAgMA%3d%3d
000 i' 'i '•' 000 i' 'i 1/4
8/12/2015 Florida Building Code Online
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
s 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 FL16736 R1 COI EvalRela CWS-871B (HS-8200, 74x63, IMP).pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards •• ••• ••
Certified By .
•• • •
. .. . . . . .. .
•
.. ... .. . . . ..
Sections from the Code
Product Approval Method Method 1 Option D ••• • • • • ••• •
. . .
. . . . . . . . . .
htt s://www.foridabuildin .or / r/ r_app_dtl.aspx.param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 0:0
•• •• •• ••• •• :• •i 2/4
8/12/20][5 Florida Building Code Online
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL # Model, Number or Name Description
16736.1 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: Yes FL16736 R1 II CWS-8718 (HS-8200, 74x63, IMP).pd
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.pd
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-8716 (HS-8200 74x63
Glass complies to ASTM E1300-04. IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02,d
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16736 R1 II CWS-869B (HS-8200 111x63, IMP).pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27. )d
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.)d
Glass complies to ASTM E1300-04. FL16736 RI AE EvalRep CWS-869B (HS-8200, 111x63,
IMP). df
FL16736 R1 AE Ouuanex (Mikron) NOA 12-1017 02.pdf
Created by IndependenIThird Raley; les."
•• •
00 906• • • • • . • •
. ••• ••• ••• • .
• • • • • •
• •. • • •• • . •
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399-Pgone:;50-487 4824• ••• •
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
••• • • • • ••• •
Under Florida law,email addresses are public records.If you do not want your e-mail address released in responie to 3 pybll�-re�rdjrequ t,do not send electronic
• :00.: • • • :00.:
htt s://www.floridabuildin •or / r/ r_aPP—dtl.as x? aram=wGEVXQomtD u8obl%2flZm6T PohLz6ontOaK v lON3eNaBBBv3 A NM%3d%3d 000 i i 0 000 i i
3/4
8/12/20B 5 Florida Building Code Online
mail to this entity.Instead, contact the office by phone or by traditional mail.If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455, F.S.,
please click here.
Product Approval Accepts:
91 WON eCtk
s£c_tDt_itV.%11,-rR1C5
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
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• •• • • • • • •• • •
• •• • • •• • • •
••• • • • • ••• • •
• • • • • • • • • •
•i• i• �i ••� •i• i� �i
https://www.floridabuilding.org/pr/pr_app_dtl.aspx.q param=wGEVXQwtDqu8obl%2fIZm6fgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 414
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`1'Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-871B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-IA,-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,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 B, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-87113.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02'
t.Lhave evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
0000..
Uaf they;ompjy with the requirements of the 5t'Ed. (2014)Florida Building Code for use in this
• pro.duct.
.. .
0000.. . . . .
.' Ce ftification'dPhrdependence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
000
••0• iderestin Cusfo%Vindow Systems or in any company manufacturing or distributing products for which
• �;0.
this report is 0inrissued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
ih drtyother e?44y jttvolved in the testing or approval process of this product.
•0000•
• • . •00000IpP��, �
0000.. • •• •.i... ��� �DRE�'i' Ort
• • • . ®moi P•,........ .
000 0
00
000000 0000 • • i
0000 No 58201
s
O 4
�`• STATE OF '4; 4/18/2015
�°',�tt``•.,< o 9�•., � `.. Lucas A. Turner,P.E.
•0000...
°•,,��� �pA1tis�` FL PE#58201
Lucas A-Turner
2015.04-18 22:21-04:00
GENERAL NOTES:®
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA$4474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
3.CONFIGURATIONS:"OX"."XO'. 8M PVC
74"MAX UNIT WIDTH HORZ•SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v
-' -- -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- -- I - ASTM E-1300-04. v a ¢
I I o o h
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 1 w
641/4" I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR
w
_ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ¢ m
FLANGEB I B ANCHOR CALCULATIONS. to
U ZO
HEIGHT 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT c o
1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N w Z W
63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w s LD ¢
MAX FLYING DEBRIS. o o a
UNIT w w Fr
HEIGHT O X 59 9/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z U
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a w
HEIGHT v
1 ' I 8.SERIES!MODEL DESIGNATION HS-8200.
I I m ¢ Z
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: +++���p!
G o 6" 5 X-OPERABLE SASH,O=FIXED SASH ,,+y+PjAOREW+f�,,,,
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR V4 •��L E N g .,Q����
I I I 5 LOCATION. No 58201 ;��•!
D
I i I 5 11.EXTERNAL W EEP SLOT=1/4'x 1"LOCATED 4"FROM BOTH ENDS. =*: # •2*C
C I '• a: ¢e
w9 STATE OF 1AU
C A A -- %iO�FS�t O R.
33"GLASS DLO
36 5/16'MAX SASH
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • • PH.941-380-1574
• •• • • • • • • • SHEET DESCRIPT N:
•• ••• •• • • • •• GENERAL NOTES AND
" ELEVATIONS
DRAWN BY: DATE:
TABLE OF CONTENTS ••• ••• • • ADE 10!10/13
GENERALTIONVIEWS&GLAZING
ONS DETAILS
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATI • • •• : : • Dwa#: REV.:
EXTRUSIONS
VIEWS. GLAZING DETAILS....3 • • • • •• • • CWS-871 B
EXTRUSIONSE B.O.M...............................................3 74"x 63" +/-60 PSF LARGE MISSILE IMMCT ' ' " ' • •
ANCHOR SCHEDULE&NOTES................4
' ' "' ' SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Qmmm�a 7 8 30 2
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
it 1 18 1 1 6 WWW.CWS.CC10
82PVC
HORZ SLIDER
IMPACT
w
o N F
0 0 0
41 40 3 t 29 39 m p }
w ¢ m
SECTION B-B cl)
O Z
B 11 NOTE:FIXED LITE AT HEAD m O
AND SILL IS SIMILAR. o Lo
31 a w Z W
19 o p cr
d
w �
38 35 p tV
a w
1 1 7 0 0
36 m a Z
19
41 - 4 HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASH
� �.��GEJtl9�LAS.
(ITEMS 35&36) 7/8"OVERALL ,��OQ
No 58201 ';��•
1/8"ANNEALED or TEMPERED
INTERIOR I 7/16"AIRSPACE
1 O STATE OF No
I 5116"LAMI
/8"ANNEALED
1GED PRIOR rl. 0�DUPONT PVB INTERLAYER ,,,,ss #11131tt�
SWEEP LOCK(TYP.) 4�9/0NA1"�"
43 TOO HURRNLY ICANE FORCE WINDS.
LOCATED AT THIRD POINTS 1/8"ANNEALED xz
19 4 I �/ I (ITEM 27) 4/11/2015
/� I 43 PURFECT GLAZE"H"
13 n n SIKAFLEX 552 LUCAS A.TURNER,P.E.
1 1 LUI FL P E#58201
41 1239 JABARA AVE.
8 34 5 • •
10.1
• • • NORTH PH.941T,15288
• • • • •
1 I i61. • • *0*
•• • SHEET DESCRIPTION:
5 I ••
.?- 11 t CiA�i Bl0 i• SECTION VIEWS AND
o
GLAZING DETAIL
4 DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND • • 00 e• •• ••• ADE 10/10/13
•
JAMB SWEEP LOCK LOCATIONS • • • • • • • DWG#: REV.:
1:20 •• • • • • • •• • •
SECTION C-C
ALTERNATE FIN FRAME ••• G"SS !l • ••: CWS-871 B
•••
SHEET
12 20F5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PARTS LIST 31/8^ CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' -1
1 H-1497 Reird.Sash Meet.Rail Keymark Alum 1 1/2 VdIPI
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum8 5 3 1900 SW 44TH AVE.
3 1-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
1/ts. www.cws.cc
4 H-6052 Sash TopdBot.Rall Mikron PVC 21/16 39/16' 21/8" 1/16'
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16
CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC O (ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC �- 1" 1� HORZ SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
1
10 P-3033 Screen Spring,SS Hurley �-23/16 1 15/16' �j 13/16' 9/16" ^ Iii
11 P-3113 Screw Support,PVC Team Plastic Rubber
n1116
c a 6
12 P-3218 Screen Frame Allmetal RoIlForm 7 40 o 0
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 11 5le" 1 5/e' 15/16" Y w14 P-4754 Screen Frame Corner Key Allmetal Nylon 1/16" vt6' 1/16' FIXED MEETING RAIL w ¢ m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH C/)
OUTERFRAME v Z
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8'x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-60631 1:8 m O
rn
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab R w z rn
18 P-3539 #8x3/4•Square TEK 2 Zinc Fastenal Steel 3/16' S!g•�► 3/4" }/—'�j 2 w Lu p
19 P-4730 #8 x 1/2"Truss PH TEK 2 ZIr1c Fastenal Steel Tr 4 I 1 15/,Tt6»'1I�I' V76" o w
20 P-3752 Cap Plug,1/2'Hole M&M Nylon 1" I/' O cJ
P-3783 or O L 1/ts" I ao
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 j v o
22 P-4779 Roller,Tandem M&M Nylon h 6" I 15/16"
IJ?",
23 P-4051 #8 x 1 1/4 Ph FH TEK,Will. Fastenal Steel 3/4" 7/16" 1 1/a" m ¢ z
24 P-4069 Keeper,Impact,PVC Interlock 7/8^ ins"� I ���rrs+rrnf►���
25 P-4479 Weep Cover w/Fla M&M Nylon 34 `,,����flREby 1G4,�
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1116" .�•�v F •.'����
27 P-4958 Rotary Lock Sullivan71nc S.B.RJS.S.R.-1498 ROLLER TRACK-1776 _,. No 58201 .,p
28 P-4952 Keeper,Rotary Lock Sullivan 7�nc 0 3/16»
ir
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 1/4 4t r718 �O STATE OF
30 P-4633 Barrel Fastener Fasteral Steel 6' I 9/1s III T LhI ���@`S,O..1 .A p
31 S-1112 Reinforcement,Head Ke mark Alum 5/8^ 71� L L° ,, t O�"• `
Kaymark ��(� 1/16 'rigs/ONAL yYY
32 S-1498 Faint.S.B.R./S.S.R, Keymark Alum yg• PVC GLAZESEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum "' 1/16" y+/
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2",r 1 1/6»J 316• �5/16 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum TL'37 S-6005 AMi Lift Mikron PVC 3116' 38 LUCAS A.TURNER,P.E.
3' -i r--t-1/2^ 1/16• FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ,^ray PVC SC N 1 PVC ANTI-LIFT.6005 1239 JABARA AVE.
E 3i • • • •• NORTH PORT,FL 34288
39 S-6014 Sorry.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 • • • • • • • • • PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC 5/16'• 1 1/6 • ••0 0 0 •0 •• SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC �• ��i • • • • • • •
42 GLASS SEE SHEET CARDINAL GLASS 39 • • • • •• BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone L 1/16•
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
• ••• ••• ••• • • ADE 10/10/13
• • • • • • • • f DWG#: REV.:
• •• • • • • • •• • • CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• •• ••• •• ••• ••• SHEET
33
1:2 30F5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
121/2-MAX.O.C.(TYP.) 1900 SW 44TH AVE.
3•(TYP.) 4'MAX.(TYP.) S"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6•MAX.(TYP.) � -3"(NP) SEE NOTE 2 4•MAX.(TYP) SEE NOTE 2 W W W.CWS.CC
6-MAX(TYP.)
------- I
INSTALLATION 8200 PVC
ANCHOR(TYP.) , I HORZ.SLIDER
I I INSTALLATION
'
s- ANCHOR(TYP.) IMPACT
MAX O.C.
I (TYP') v
r a tii
MAX O.C.
(TYP-) I O I X I I I O X I Y W
I wam
co
U Z
I I I ^ I o o >
W7 Z W
\V� w Wcc
_ a a
-- -- -- -- -- -- -- L11
w —
I 0c/)
jL W
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0
I-
¢ z
Aluaan+4
PNORE4y +i+++
v J No
NOTES: � STAT£ F
O
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. +++++SiONA yi �i�,
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. x Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEETABLE 1,SHEET 5. 4/11/2015
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 SOTRING(HSOLEgS iHA41I THE MINIMUM NORTH PORT,-1 34288
• • • • • • • PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 5. • •• .0: • • ••• • SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCW I?UFGp.INfOABWTF: ••• 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 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1•FOR WOOD AND METAL • 6:0 ••• 0:0 • • 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 TOQRANSFIDR WIND LOYIDS T(iTHE STRUCTURE. • WG#: REV.:
'SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKEb: % • i • i• e •i CWS-871 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF TIMETREFEFTENCE DOCUMENT: -sOA••• • L : SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 4 OF 5
••• • •
• • ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY O1�TS wII�DOw
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE i MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SE
SUBSTRATE BY OTHERS 114"MAX SHIM E TABLE 1 N WW CwA 34474
S.CC
SEE TABLE 1
IN. DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8m PVC
BYINSTALLER INSIDE AND OUT SEE TABLE 1 ANCHOR HORZ SLIDER
SEALANT BEHIND SEE TABLEDI IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
in v
PERIMETER SEALANT _o W H
PERIMETER SEALANT BYINSTALLER o O
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR � Lu
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W Q [D
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND U)
FIN BY INSTALLER U Z
Cs'\ HORIZONTAL SECTION C HORIZONTAL SECTION m r O
5 TYPICAL JAMB ANCHORAGE5 TYPICAL FIN ANCHORAGE ' o Ln
HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ wcc g Z
W
w ul d
0 0
w 2
C7
U
1/4"MAX SHIM < w
SEALANT BEHIND a
FLANGE BY INSTALLER l�
m ¢ OZ
BYRI STALL RS T SEE TABLE
DRE6y�1,r��
INSIDE AND OUT ........�
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. *' 4
SEE TABLE 1 '31�• 8TATH OF .4th
A VERTICAL SECTION �O� N •�/
5 TYPICAL SILL ANCHORAGE ���F~.�O R� +•`+d$+�'
i��4s'ONA,$�0��
0 / �5
TABLE I:APPROVED INSTALLATION FASTENERS 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A:TURNER,P.E.
01
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-1/8" FL #RA AVE.PERIMETER SEALANT • • • 1239 JABARA A
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.) 3116"ELCO ULTRACON 1" /" INSIDE AND OUT •• • • • • • PH.941-380-1574
rD1 HOR%NTAL$CTKj(V • • • ••• of SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INS'IRLLATKON • • • • •
3116"ITW TAPCON HEAD AND S JP MILAR ICOR BOX IN3AAHIAT�N
FLANGE 2X MN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
FCANGE 2X MN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR RW FULLTHREAD UP TO AND INCLUDING A BOX-FF+AME"QL ICAT"IJS 4r"PTABLF6 PROV4PED:
FLANGE 7/16" • • • • • • • • • ADE 10/10/13
(33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTA 10 E DHESIV�CAVLK%I PIkIL:1 DWG 0: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERI ER, T R. •
FLANGE 118"STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" � •• ! • CWS-871 B
( -PRODUCT ANCHORAGE IS WiiCCOIiDANCE WITH REiTUIREM�T1 AS•
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
12 50F5
••• • • • • ••• • •
of
• •• •• • • • •• ••
••• • • • ••• • •