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Product Approval Menu>Product or Appljc Search>j+ppkation Cst>Application Detad
.s APR O S 2021
FL# FL16343-R3
Application Type Revision Permitting[-apartment
Code Version 2020 St. LUCi2 CCUnty
Application Status Approved
Comments
Archived REVIEWED FOR
Product Manufacturer Advanced Hurricane Technology Inc. ®�� ®Ir9M���A���
Address/Phone/Email 6063 Janes Lane
(239)Naples, 4-77229 ST. ■ U C I E COUNTY
(239)594-7722 1 L
jzabala@aol.com �1
�OCC
Authorized Signature Trevor Johnson Le/
^/
tkjengineering@verizon.netJ(S/
Technical Representative Dave Finnegan
Address/Phone/Email 6063 Janes Lane File LOPY
Naples,FL 34109
(239)594-7722 `
Finneganlof10@aoI.com
Quality Assurance Representative National Accreditation and Management Inc.
Address/Phone/Email 4655-104 Monticello Ave.
Williamsburg,VA 23188
(757)258-8808
namicertiflcation@nami.hrcoxmall.com
Category Shutters
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Trevor Johnson
Evaluation Report
Florida License PE-65624
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Joseph T.Mitchell,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL16343 R3 COI_CertificationOfIndependenceSS.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16343 R3 Equiv EquivalencySSTDdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/05/2020
Date Validated 10/09/2020
1 of 2 3/21/2021, 10:16 An
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE..
Date Pending FBC Approval 10/19/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
16343.1 Advanced Screen Roll-Up System
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16343 R3 II InstallationlnstructlonsSS.pdf
Approved for use outside HVHZ:Yes Verified By:Trevor Johnson FL PE 65624
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+140/-140 Evaluation Reports
Other:See Installation Instructions for requirements and limitations. FL16343 123 AE EvaluationReportSS.pdf
Created by Independent Third Party:Yes
ea dt Next
Contact Us::2601 Blair Slone Roatl.Tallahassee FL 32399 Phone•850d87-1824
The State of Florkla is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refuntl Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact
the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under
Chapter 455,FS.must provide the Department with an email address If they have one.The emails provided maybe used for official communication with the licensee.However email addresses are public
record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click her€.
Product Approval Accepts:
rm -y`. 9 RR
Credit Card
Safe
2 of 2 3/21/2021, 10:16 AN
GENERAL NOTES: ZIPPER SCREEN FABRIC SPECIFICATION: LIST OF REPORTS:
1. TKJ ENGINEERING, LLC.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FIBER CONTENT: 100%POLYPROPYLENE FENESTRATION TESTING LABORATORY,INC.
WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. FINISH:CALENDARED
2. THE ADVANCED SCREEN SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 7TH EDITION WEIGHT SS(ASTM TM 051;9.7 1.0 SQUARE YARD LABORATORY No. 7001
THICKNESS ASTM 0 OR W VEN MIL DATE: 12-40313
(2020)FLORIDA BUILDING CODE(FBC).THIS ADVANCED SCREEN SYSTEM SHALL NOT BE INSTALLED IN HIGH VELOCITY HURRICANE ZONES SELVAGE:HEAT CUT OR WOVEN PROJECT No. 12-4031 �
(MIAMI-DADE COUNTY/BROWARD COUNTY).THE ADVANCED SCREEN ZIPPER SYSTEM INSTALLED IN WIND ZONE 4(SEE FBC SECTION 1609.1.2.2), TENSILE STRENGTH(GRAB METHOD,ASTM D4632):WARP-500 Ibs.,WEFT-550 lbs. FILE No. 12-374
OR ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO GLASS.THE ADVANCED SCREEN ROPE SYSTEM INSTALLED IN ANY WIND ZONE BURST STRENGTH(ASTM D3786):750 PSI TEST PROTOCOL:ASTM E330-02,
SHALL MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE TEAR STRENGTH(ASTM D4533):WARP-200 lb...WEFT-250 Ibs. EIBBB-05,&E1996-05
REFERENCED CODE,IN ACCORDANCE WITH ASCE 7-16,AND FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THE ABRASION RESISTANCE(ASTM 04886):95R STRENGTH RETAINED MAXIMUM WIDTH TESTED: 294'
ADVANCED SCREEN SYSTEM WILL BE INSTALLED.THE ADVANCED SCREEN SYSTEM ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE RESISTANCE PUNCTURE STRENGTH(ASTM D4833):200 Ibs. DESIGN PRESSURE TESTED: 60 PSF
HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODE AND AS PER AS7M E330,E1886,&E1996 AT AIR FLOW: 175 CFM STRUCTURAL LOAD TESTED: 90 PSF
FENESTRATION TESTING LABORATORY,INC.PER THEIR REPORTS(SEE LIST OF REPORTS). MINIMUM WIDTH TESTED: 55.5'
UV RETENTION(ASTM D-G154): 70% DESIGN PRESSURE TESTED: 140 PSF O ",J
3. LIMITATIONS OF USE: OPEN AREA(COE-02215)5% STRUCTURAL LOAD TESTED: 210 PSF
A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). ROPE SCREEN FABRIC SPECIFICATION: ARCHITECTURAL TESTING W�T$
FIBER CONTENT: 100%POLYPROPYLENE
REPORT No. 97368.01-401-4 B. FOR DETERMINING INTERNAL PRESSURE IN THESE REFERENCED CODES,THE ZIPPER SYSTEM IS CLASSIFIED AS NONRPOROUS,HAVING A 4
POROSITY OF LESS THEN 10%THIS
AND THE ROPE SYSTEM IS CLASSIFIED N POROUS,MUST
CO A POROSITY OF GREATER THAN 10%FOR THE WEAVE:3/3(ASTM
0WEAVE DATE: 5/05/2010 W
GLASSCONDITIONS SEP SHOWN S THIS PRODUCT EVALUATION DOCUMENTS.SCREEN PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. YARN SIZE(ASTM D1907):WARP- 925,FILL-925 DENIER MONOFILL PP TEST PROTOCOL:ASTM E330-02, 6
GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING CONDITIONS. WEIGHT(ASTM D3776): 10.0-OZ/SQUARE YARD E7886-05,&EI996-05
THICKNESS(ASTM D5199):WOVEN
MIL MAXIMUM WIDTH TESTED: 296.5 ��13$
• ESSENTIAL FACILITIES AS DEFINED IN ASCE 7-16 SELVAGE:MEAT CUT OR WOVEN DESIGN PRESSURE TESTED: 75 PSF Se{"I
TENSILE STRENGTH(ASTM 04632);WARP- 500 tbs..WEFT-450 tbs. STRUCTURAL LOAD TESTED: 112.5 PSF W
• WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR BURST STRENGTH(ASTM D3786):985 PSI u W
WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC SECTION 1609.1.2.2(FBC:LOCATIONS WITH ULTIMATE AIR FLOW:300 CFM REPORT No. A0255.01-401-36 2
WIND SPEED GREATER THAN 170 MPH). SHADE:88% DATE: 5/07/2010 Q
TEST PROTOCOL:ASTM E330-02 K
• THE ADVANCED SCREEN ZIPPER SYSTEM INSTALLED IN WIND ZONE 4 OR ESSENTIAL FACILITIES AND ADVANCED SCREEN SYSTEM ROPE EDGES: MAXIMUM WIDTH TESTED: 168"
SYSTEM IN ANY WIND ZONE SHALL MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 3. DESIGN PRESSURE TESTED: 75 PSF
ZIPPER SCREEN:2"THERMO-SEALED POLYPROPYLENE REINFORCED EDGES MINIMUM WIDTH TESTED: 36"
C. INSTALLATION WITH INTERMEDIATE.END,AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF ROPE SCREEN:4'THERMO-SEALED POLYPROPYLENE REINFORCED EDGES DESIGN PRESSURE TESTED: 75 PSF
SHUTTER SYSTEM.
D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASO)DESIGN RATINGS AND SIZE LIMITS PROVIDED IN THIS Z
PRODUCT EVALUATION.ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FLORIDA BUILDING CODE AND ASCE 7-16 SHALL BE REDUCED TO Lu
W
ASO BY MULTIPLYING BY 0.6(SEE FBC SECTION 1609,1.2.4) LU FLU
U
E. IMPACT LEVEL D;9-1/4 LB LARGE MISSILE IMPACT.
F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL `n
G. THIS PRODUCT CAN BE USED AS A WINOBORNE DEBRIS SHUTTER PRODUCT. � 2' W d-
U_
H. INCREASE IN ALLOWABLE STRESS(1.33)HAS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. SCREEN
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE MINIMUM Q��
LOADS SHOWN ON THE TABLES ON SHEET 2.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE I� 1 ]
SPECIFIC PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. STITCHING f Z1 4- Z• 4-
5. ALL ALUMINUM EXTRUSION SHALL BE 6063-TB ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6). STITCHING-DETAIL
6. WIND ABATEMENT MANUFACTURES LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. ZIPPER SCREEN RAIL LOGES-SCALE:1:1
7. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES,THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY Li
OF LE55 THEN 10�,FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT.SCREEN PANELS MUST COMPLETELY COVER AN J
OPENING IN ALL DIRECTIONS. J
QI w
8. THE ROLL-UP SCREEN SHALL BE STORED IN THE UP POSITION OR SHALL BE STORED IN A DESIGNATED AND ACCESSIBLE AREA,DURING NORMAL C
WEATHER CONDITIONS. q•
PRODUCT EVALUATION NOTES: •�
(( SCREEN C
1. THIS
SPECIFICOPROJECTALI�E¶WHERECTHENITf PCONDI TONSARED BY THIS FROM ENGINEEETHE ER P.E.D.
GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 3
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION,PURCHASE.AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON 3^
STITCHING
THIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 9 STITCHING-DETAIL \\\\\1 eJ
3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ROPE SCREEN RAIL EDGES-SCALE:1:1
4. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF g �y�
RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD,ACTING co
: •• 6b b
AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW.
ANCHOR&FASTENING NOTES- _':ZLo
W 1p 3 Iy
1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 •L1e v
UP
KSI YIELD POINT AND 90 KSI ULTIMATE TENSILE STRENGTH. C••
O'.) 'A(•�
2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS,STUCCO,TILE,SIDING,ETC,SHALL BE CONSIDERED AS PART OF THE
EMBEDMENT. �/'�b1•. � CC�`�
3 THE LESS�THAN SPECIFIED,THE SCREEN DESIGN CHOR SPACING AND DESIGN RPRESSURE SHALL BE ES ARE VALID FOR O REDUCED BY THE EDGGE DISTANCES AND E ID STANCEMUM EREDUCTION FACTORS SHOWN ON DMENT ON SHEET 2.FOR EDGE SHEET 2S 7777j7jT 11111111\\\\
THE EDGE DISTANCE SHALL NOT BE LESS THAN 1 1/2"IN CONCRETE OR CMU,3/4-IN WOOD,OR MINIMUM SPECIFIED BY THE MANUFACTURER.
THE MINIMUM EDGE DISTANCE FOR THE 1/4-14 DRIL-FLEX SCREW IS 1/2-. o
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ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION (2'LAP AT EDGE AND BOTTOM) ' 11111111`4
APPROVED INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.T.S.
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ZIPPER SCREEN DIRECT MOUNT ZIPPER SCREEN DIRECT MOUNT ZIPPER SCREEN DIRECT MOUNT ZIPPER SCREEI4 DIRECT MOUNT
MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN MAXIMUM DESIGN PRESSURE OF A SIDE RAIL SCREEN
FOR ANY LENGTH ATTACHED IMTH FOR ANY LENGTH ATTACHED IMTH FOR ANY LENGTH ATTACHED WITH FOR ANY LENGTH ATTACHED NATH
5/16'ELCO ULTRACON HFH®6.O.C. 5/16-ELCOULTRACONHFH@4.O.C. 1/4'-14 ELCO DRIL-FLEX HYVH TO ALUMINUM OR STEEL 5/16'-24 ELCO DRIL-FLEX HIMJ TO ALUMINUM OR STEEL
CONC.B CONC.B HOLLOW CONC.B CONC.B HOLLOIY
T9.1BER TIMBQJ @6'OC. @fi'O.C. @4'O.C. @4'OC. @GD.D. 408'OC. ®4'D,D. ®4'O.C. o
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SPANS (3500 P51) (2500 PSI) (1B00 PSn (S'G'-'�) SPANS (3500 P51) (2500 PSO (1 BOO PSI) (5.0.=.55) SPIYJS 1B'Al/5T 114'AUST 1B'ALBT 114'PLST SPPNS 1/B'AUST 1/4'A1/5T IB'AUST 1/4'ALBT O�
UP TO PRESSURE PRESSURE PRESSURE PRESSURE UP TO PRESSURE PRESSURE PRESSURE PRESSURE UPTO PRESSURE PRESSURE PRESSURE PRESSURE UPTO PRESSURE PRESSURE PRESSURE PRESSURE
(PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) Ci
36' 140 140 128 140 36' 140 140 140 140 36' 140 140 140 140 36' 140 140 140 140 zW
42' 140 140 107 140 4Y Ito
140 140 140 140 42' 14D 140 140 140 42' 140 140 140 140 u,Tti ppi
48' 140 140 90 140 48' 140 140 140 140 4W 120 140 140 140 48' 124 140 140 140
60' 140 140 19 120 54' 140 140 112 140 64- 96 140 140 140 54' 96 140 140 140 Z $
60' 140 140 71 128 60' 140 140 112 140 60' BB 140 140 140 80' 9fi 140 740 140
66" 140 140 62 114 fib• 140 140 101 140 66' 85 140 133 140 fib' 87 140 135 140 2
72' 140 140 57 101 72' 140 140 90 140 72" 78 140 120 140 72' 78 140 123 140 ,$
78' 140 133 51 82 78' 140 140 64 140 78' 73 140 111 140 78' 73 140 114 140 q
84" 140 120 47 84 1. 140 140 76 135 84' 67 140 102 140 84' 67 140 103 14D `T
90' 135 113 44 78 90' 140 140 70 126 90' 62 128 96 140 9T fi2 140 96 140
BB' 127 104 42 72 96" 140 140 65 175 96' 57 121 69 140 96' 57 134 90 14D
102' 117 96 37 67 102' 140 14D 61 109 102' 52 111 84 140 102' 63 128 84 140
f08' 109 80 36 62 108' 140 140 57 101 109, 50 103 79 140 108• 51 117 79 140
114' 103 85 33 57 114- 140 135 62 94 114' 47 97 73 140 114' 47 109 73 140 L
120' 97 TB 32 54 f20' 140 129 fit 80 120' 44 91 68 140 130' 45 103 68 140 Lu
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126' BI 75 29 52 126' 140 121 47 83 12fi' 43 86 65 137 126' 42 97 87 140
i37 86 72 28 47 132' 137 115 a5 79 332' 40 82 62 130 132' 40 92 81 /40 �,V�
138' 83 BB 27 46 118' 130 109 42 70 138' 37 79 58 124 138' JI BB 59 140 v,
144' 80 bd 25 42 144' 124 104 41 70 144' 37 74 57 117 144' 77 BS 57 133 Q U�
150' 74 63 24 42 150' 118 98 38 67 150' 34 70 53 111 150' 34 80 53 127 ■
157 71 58 24 38 156' 113 93 37 83 156, 33 69 52 107 156, 33 76 52 122
16T 69 57 22 38 162' 109 BO 35 61 162' 32 63 49 104 162' 32 74 49 117
I68' 55 53 20 35 780' 106 87 7J 58 168' 30 62 47 100 16W 30 69 47 112 Q J
174' 84 53 20 33 174' 10D 81 33 55 174' 29 59 46 94 174' 29 68 46 106
I 59 49 20 33 180' 90 80 31 53 180' 29 50 43 91 18W 29 64 43 103 CDO
I86' 59 48 19 31 186' 94 76 29 51 186' 1 21 54 43 88 186' 27 63 43 100
192' 55 46 IB 29 192' 88 74 20 48 192' 25 63 41 84 192' 25 59 41 95
198, 54 43 17 29 19F 86 70 28 48 198' 24 1 50 38 1 82 188' 24 59 38 92
204" 52 43 17 28 204' 93 69 27 45 204' 25 40 38 77 204' 25 55 38 89
210' 49 4I 1 17 26 210' BD 65 25 43 210' 24 48 37 77 210' 24 54 37 85 a ^d o
216' 49 39 16 25 216' 77 65 25 43 1 216' 23 45 35 72 218' 23 53 35 83 Li
22T 47 39 15 25 222' 75 61 25 40 222' 21 44 34 11 222• 21 50 34 81 J
22W 44 38 14 25 228' 72 60 24 39 228' 21 44 34 68 228• 21 49 34 78 a
2J4' 44 36 13 23 234' 1 71 50 22 39 234' 21 41 33 66 234' 21 48 JJ 76 c z
240' 43 34 13 22 240' 68 55 21 37 240' 21 39 31 65 240' 21 45 31 /2
246' 41 34 13 21 246' 66 55 21 35 2460 20 39 30 62 246' 20 44 30 72
252' 39 33 13 21 252• 65 53 21 34 W276'
19 38 30 61 252' 19 44 30 69 w Q
25B' 39 32 13 21 258' 61 50 21 Jd 10 36 30 60 158' IS 42 30 67 C _7
264' 38 30 1J 20 264' 61 50 20 33 17 35 29 57 264' 17 40 19 61 •� ,-
270' 37 30 12 19 270' 60 49 19 31 17 35 27 56 210' 17 40 27 63 W 3�
276' JS 30 II 18 276' S7 47 18 30 17 35 26 55 i78' 17 40 26 fi2
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114' 75 75 38 70 114' 75 75 60 75 51 75 114' 52 75 75 75
120' 75 75 36 66 120' 75 75 57 75 48 75 120• 50 75 75 75
12V 75 75 35 62 126' 75 75 54 75 46 75 126' 47 75 73 75
13Y 75 75 32 59 132• 75 75 51 75 44 75 13Y 44 75 69 75
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192' 67 55 22 38 192' 75 75 34 62 192' 29 63 46 75 19Y 30 70 46 75 Q J
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21' 58 47 19 33 222' 75 74 29 53 222' 25 54 39 75 222' 25 61 40 75
22F 56 46 18 32 228' 75 72 28 52 22W 25 52 38 75 228- 25 1 59 39 75
234• 54 45 18 32 234' 76 71 28 50 234• 24 51 37 75 234' 24 58 38 75 LI mo
240' 52 44 18 31 240' 75 69 27 49 240' 24 50 37 75 240• 24 56 37 75
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