1836 Valence Street

New Orleans, LA 70115 504.345.2639

Hillcrest Park City of Lake Charles Project No. CP-3331 Addendum 2 Page 1 of 11 July 7, 2020 This addendum includes miscellaneous items discussed at the pre-bid meeting on July 1, 2020 and a material substitution approval. The meeting sign-in sheet is attached to this addendum. At the pre-bid meeting, Dana Brown & Associates (DBA) reviewed all construction drawings and stressed the importance of the SWPPP and the tree protection plan. Representatives from the City of Lake Charles and DBA discussed a typical project timeline. The bid opening will be on July 14, 2020. The council meeting to approve the selected bid will be held on August 5, 2020. The following questions were asked during the pre-bid meeting:

1. Bidder Question: The construction drawings on BidExpress are not up-to-date. Designer Response: The City of Lake Charles Engineering Department confirmed on 7/1/20 at 4:15pm that this has been resolved.

2. Bidder Question: Is the removal of dead existing trees included in the scope of work? Designer Response: No. The City of Lake Charles maintenance team will conduct this work prior to the start of construction.

The following questions have been asked since the pre-bid meeting was held:

1. Bidder Question: How many days is project construction projected to take? Designer Response: As stated in the project specifications, the project should take 180 days to achieve substantial completion.

2. Bidder Question: Please explain why there is only 7,400 square feet of Bermuda grass listed in the plant schedule. Designer response: Sod will only be installed directly adjacent to the new pavement, to an offset of 2 feet. This totals 7,400 square feet. New turf is not required for the rest of the site, unless it is damaged during construction.

3. Bidder Question: Sheets LD-101, LS-101, and LS-102 are not scaling correctly, please advise. Designer Response: The scale of the drawings and the written scale, 1” = 30’, are correct. The graphic scale is 1/16” smaller than it should be. This has been corrected and all five (5) plan sheets are included in this addendum. (LD-101, LS-101, LS-102, LG-101, LP-101)

The following changes have been made to project documents:

1. A note has been added to the grading plan (sheet LG-101, attached here) to clarify the elevation at which the proposed erosion control gabions are to be installed.

The following material substitution has been approved:

1. A substitution request was submitted for MoistureShield Composite Decking to be used as an alternate from the Basis of Design boardwalk decking material. This material substitution is approved, but the contractor is responsible for assuring it is consistent with the design intent. The substitution approval form and product technical specification sheet are included in this addendum.

DANABRBWN& Asso1iates

HIiicrest Park Pre-Bid Meeting Sign-In Sheet

Meeting Date: July 1, 2020, 11:00 AM

······· · ·· ·• ·· ·---

1836 Valence Street New Orleans, LA 70115

504.345.2639

Location: 2808 Hillcrest Drive, Lake Charles, LA 70615

lnltlal Name Company Emall Phone

HILLCREST DRIVE

RUSSELLSTREET

DRAINAGE LATERAL L-44009

TREE PROTECTIONFENCE, TYP.

DEMOLITIONPLAN

2601

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DATE:

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PROJECT NUMBER:

DBA 1821

SHEET NO.

ISSUE:

100% CONSTRUCTIONDOCUMENTSSHEET TITLE:

LD-101

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REVISIONS

ADDENDUM NO. 2

DEMOLITION & TREE PROTECTION PLAN

MOUNTABLE CURBTO BE REMOVED

(8 LF)

MOUNTABLE CURBTO BE REMOVED(8 LF)

BARRIER CURBTO BE REMOVED,

(8 LF)

BARRIER CURB TO BEREMOVED

(8 LF)

EXISTING TREE TOBE REMOVED

EXISTING TREE TOBE REMOVED

EXISTING TREE TOBE REMOVED

TREE PROTECTIONFENCE, TYP.

scale: 1" = 30' - 0"1NORTH

CALL BEFORE YOU DIG:Always dial 811 or 800 272-3020 first.The call and the service are FREE.

1LS-501

SILT FENCE, TYP.4

LS-501

2LS-501

2LS-501

2LS-501

3LS-501

2LS-501

3LS-501

3LS-501

ROLLEDEROSION CONTROL

AT DRAIN INLET, TYP.

ROLLED EROSIONCONTROL AT CATCH

BASIN, TYP.

MOUNTABLE CURBTO BE REMOVED(4 LF)

BARRIER CURBTO BE REMOVED,

(4 LF)

3LS-501

2LS-501

3LS-501

2LS-501

3LS-501

CERTIFICATION OF COMPLIANCEWe the undersigned contractor(s), do hereby agree to the erosion and sedimentation control plan as outlined by the sitedevelopment firm and agree to maintain such compliance with local, state & federal guidelines. The erosion and sedimentationcontrol plan elements shall include, but are no limited to:

1. No land clearing or grading shall begin until all erosion control measures and structures have been installed and/or in place.2. All exposed areas shall be seeded as specified within 30 days of final grading.3. Maintain erosion and sedimentation control measures/structures after each rainfall event and at least once per week.4. All necessary measures shall be taken to the extent practicable to prevent sediment from leaving the site(s).5. Additional erosion and sediment control measures will be practices if deemed necessary by on-site inspections.6. Land disturbing activities shall not commence until approval has been received by governing authorities.7. Contractor(s) and sub-contractor(s) shall agree to comply with all state and local ordinances which apply.

X X

NOTES1. THE CRITICAL ROOT ZONE IS CALCULATED AT ONE

FOOT FOR EACH INCH OF TREE CALIPER, MEASUREDEQUIDISTANT FROM TRUNK IN ALL DIRECTIONS.

2. ALL WORK IN THE CRITICAL ROOT ZONE OF THEEXISTING ON SITE TREES MUST BE DONE BY HAND.NO HEAVY EQUIPMENT SHOULD BE USED IN THECRITICAL ROOT ZONE. REFER TO TREE PROTECTIONSPECIFICATIONS.

EXISTING TREE TOBE REMOVED

REMOVAL OF CONCRETEEROSION CONTROL BLOCKSAT OUTFALL PIPE

ADD2

HILLCREST DRIVE

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DATE:

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PROJECT NUMBER:

DBA 1821

SHEET NO.

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LS-101

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REVISIONS

ADDENDUM NO. 2

MATERIALS PLANMATERIALS PLAN

PATHWAY: CONCRETEPAVEMENT, 4" THICK, TYP.

CONCRETE PAVEMENT, 6" THICK(1,200 SF)

INFORMATIONAL SIGN,TYP.

ADA CONCRETERAMP, TYP.

BIOSWALE; REFERTO GRADING PLAN

EXISTING BANK EDGE

CAJUN PRAIRIE MIX;REFER TO PLANTINGPLAN

scale: 1" = 30' - 0"1

BENCH PAD: CONCRETEPAVEMENT, 6" THICK; AND6' GABION BENCH, TYP.

CALL BEFORE YOU DIG:Always dial 811 or 800 272-3020 first.The call and the service are FREE.

CONCRETE PAVEMENT,6" THICK (550 SF)

INFORMATIONAL SIGN,TYP.

INFORMATIONALSIGN, TYP.

INFORMATIONAL SIGN, TYP.

PARK ENTRY SIGN

(2) 15' GABIONBENCHES

INFORMATIONALSIGN, TYP.

EROSION CONTROL GABION1

LS-502

BENCH PAD: CONCRETE PAVEMENT,6" THICK; AND 6' GABION BENCH, TYP.

PATHWAY: CONCRETEPAVEMENT, 4" THICK,TYP.

ADA TACTILE WARNINGSURFACE, TYP.

1LS-503

6LS-503

2LS-503

3LS-503

4LS-503

5LS-503 BENCH PAD: CONCRETE PAVEMENT,

6" THICK; AND 6' GABION BENCH, TYP.

BENCH PAD: CONCRETE PAVEMENT,6" THICK; AND 6' GABION BENCH, TYP.

12' GABION BENCH

ADD ALT. 1:BOARDWALK, TYP.

APPROX. 60 SF

ADD ALT. 1:BOARDWALK, TYP.

APPROX. 72 SF

ADD ALT. 1:BOARDWALK, TYP.

APPROX. 65 SF

CONCRETE PAVEMENT, 6" THICK; ANDLITTER RECEPTACLE, TYP.

CONCRETE PAVEMENT,6" THICK; AND LITTERRECEPTACLE, TYP.

2LS-503

2LS-503

1LS-504

4LS-504

(4) 6' GABION BENCHES

6LS-503

6LS-503

6LS-503

6LS-503

4LS-504

2LS-503

1LS-504

2LS-503

1LS-504

1LS-504

2LS-503

1LS-504

2LS-503

7LS-503

2LS-503

7LS-503

1LS-504

1LS-503

4LS-504

STORMWATER INLET,RIP RAP TO BE PLACED ATBACK OF CURB GAP, TYP.

STORMWATER INLET,RIP RAP TO BE PLACEDAT BACK OF CURBGAP, TYP.

NORTH

ADD2

HILLCREST DRIVE

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PROJECT NUMBER:

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SHEET NO.

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LS-102

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REVISIONS

ADDENDUM NO. 2

LAYOUT PLANLAYOUT PLAN

scale: 1" = 30' - 0"1CALL BEFORE YOU DIG:Always dial 811 or 800 272-3020 first.The call and the service are FREE.

SEE ENLARGEMENT A

ENLARGEMENT Ascale: 1" = 10' - 0"

3'-9"

P.O.B.

4'

6'4'

5'

R31'-2"

57'-10"

44'-4"

R58'

R6'

70'-10"

R5'-6"71'-5"

8', TYP. 161'-2"

8'86'-5"

28'-8"

15'R77'

-4"

R62'-10"

28'-8"

R44'

R55'-10"

R57'-10"

R194

'-1"

R201'-2"

20'

40'

70' MIN.

SEE ENLARGEMENT C

SEE ENLARGEMENT D

ENLARGEMENT Bscale: 1" = 10' - 0"

ENLARGEMENT Cscale: 1" = 10' - 0"

ENLARGEMENT Dscale: 1" = 10' - 0"

P.O.B.

11'-1" 4' 6'

4'

R1"

17'-11"

4'6' 4'

6'-5"

3'

R12'

2'-10"

R13'-2"

MIN

. 20' DISTANCE

MIN

. 9' D

ISTA

NCE

NOTES1. ALL SIGNS TO BE FIELD LOCATED AND APPROVED BYLANDSCAPE ARCHITECT.2. ALL RADII 5' UNLESS OTHERWISE NOTED.3. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED.

16'

15'

32'

70'-3"18'

49'-9"

128'-10"

44'-4"

10'-1"

77'-8"

57'

55'-9"

101'

-8"

26'-2"

4'22'-3"211'-2"

11'-11"

265'-2"

24'-7"

15'-2"

10'-10"

8'-4"

108°

100°

R17'

7'-11"

86°

93°

ENLARGEMENT Escale: 1" = 10' - 0"

SEE ENLARGEMENT E

SEE ENLARGEMENT B

156°

4' MIN

.

86°93

°

87°

5', TYP.NORTH

ADD2

HILLCREST DRIVE

RUSSELLSTREET

DRAINAGE LATERAL L-44009

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DATE:

7 JULY 2020

PROJECT NUMBER:

DBA 1821

SHEET NO.

ISSUE:

100% CONSTRUCTIONDOCUMENTSSHEET TITLE:

LG-101

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REVISIONS

ADDENDUM NO. 2

GRADING PLAN

GRADING PLANscale: 1" = 30' - 0"1

CALL BEFORE YOU DIG:Always dial 811 or 800 272-3020 first.The call and the service are FREE.

+7.50+7.90

+8.01+8.51

+8.15

+8.43

+8.72

(8)

(9)

(9)

(8)

(8)

(8)

8.3%

8.3%

+7.93+8.53

+8.70

+8.91

+9.16

+9.40

+9.20

+9.60

+8.00

+8.75

+9.50+9.5

+10.30

+9.30

+10.30

+9.90

+9.40

+9.70

+10.60

+9.30

+8.90

+9.00

+8.00

+9.00

+9.13

8.3%8.

3%

EROSION CONTROL GABIONS TO BE INSTALLEDDIRECTLY UNDER PIPE INVERT (-1.3)

+8.25

+8.00

+7.75

+7.50

+9.50

+8.20

+9.40 +9.50

+9.30+9.10

+9.80

+10.00+10.20

+8.50

+9.00

+9.40

+8.50

+7.00

+8.50

+7.25

+7.50

+7.00

+8.50

+8.25

EXISTING DRAINS IN BIOSWALETO BECOME OVERFLOW DRAINS.NO MODIFICATION NECESSARY.

+8.50

MATCH EXISTING GRADEAT GUTTER AND CURB

MATCH EXISTING GRADEAT GUTTER AND CURB

+LP

4'-3"7'

8'

9'

12'-6

"14'-6

"

11'-6"

10'-3"

11'-6"

9'-6"

5'-9"

5'9'-6"

8'12'

12'-6

"6'

NOTES1. 1. MAX CROSS SLOPE ON WALKWAY 2.0%.2. 2. ALL BENCH AND TRASH CAN PADS TO

SLOPE 2% AWAY FROM PATHWAY.

+ADD ALT 1: +8.20+ADD ALT 1: +8.10

+ADD ALT 1: +8.75+ADD ALT 1: +8.85

+ADD ALT 1: +8.90+ADD ALT 1: +9.00

NORTH

ADD2

ADD2

HILLCREST DRIVE

RUSSELLSTREET

DRAINAGE LATERAL L-44009

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DATE:

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PROJECT NUMBER:

DBA 1821

SHEET NO.

ISSUE:

100% CONSTRUCTIONDOCUMENTSSHEET TITLE:

LP-101

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REVISIONS

ADDENDUM NO. 2

PLANTING PLAN

CAJUN PRAIRIE MIX

PLANTING PLANscale: 1" = 30' - 0"1

CALL BEFORE YOU DIG:Always dial 811 or 800 272-3020 first.The call and the service are FREE.

NORTH

BERMUDA SOD,2' OFFSET FROM NEW PATHWAYS

AND FURNITURE PADS.

BERMUDA SOD,2' OFFSET FROM NEW PATHWAYS, TYP.

Muhlenbergia capillaris(14)

Hibiscus militaris(16)

Muhlenbergia capillaris(11)

Muhlenbergia capillaris(34)

Hibiscus militaris(38)

Sabal minor(87)

Sabal minor(10)

Muhlenbergia capillaris(74)

Sabal minor(23)

Crinum americanum(95)

Hymenocallis liriosme(301)

Hymenocallis liriosme(439)

Iris louisiana `Ruby Red`(135)

Muhlenbergia capillaris(43)

Iris louisiana `Ruby Red`(215)

Muhlenbergia capillaris(292)

Iris louisiana `Ruby Red`(329)

Crinum americanum(433)

TREE PLANTING3

LS-504

SHRUB PLANTING2

LS-504

TREES QTY BOTANICAL NAME COMMON NAME CAL CONT REMARKS

20 Taxodium ascendens Pond Cypress . 3" CAL Clearly definded centralleader, 5` min. crotchheight

SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONT REMARKS

529 Crinum americanum Seven Sisters 2.5 qt.

54 Hibiscus militaris Halberd-leaf Rose Mallow 1 gal

740 Hymenocallis liriosme Spider Lily 2.5 qt.

680 Iris louisiana `Ruby Red` Ruby Red Louisiana Iris 2.5 qt.

468 Muhlenbergia capillaris Pink Muhly 1 gal

120 Sabal minor Dwarf Palmetto 1 gal

SHRUB AREAS QTY BOTANICAL NAME COMMON NAME SIZE CONT REMARKS

2,533 sf Cajun Prairie Mix Seed See Specifications

GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE CONT REMARKS

7,477 sf Cynodon dactylon Bermuda Grass sod 2` OFFSET FROM NEWPATHWAY

8,910 sf Pine Mulch Pine Needle Mulch . 3" MIN. DEPTH

PLANT SCHEDULE

ADD2

1836 Valence Street

New Orleans, LA 70115

504.345.2639

PRIOR APPROVAL / SUBSTITUTION REQUEST FORM

DATE:

CONTACT INFORMATION

COMPANY SUBMITTING REQUEST: (NAME AND ADDRESS)

CONTACT NAME: PHONE:

EMAIL:

PROJECT INFORMATION

PROJECT NAME: PROJECT #:

SPECIFIED ITEM: (SECTION) (SHEET) (DESCRIPTION)

SUBSTITUTION INFORMATION

The undersigned requests consideration of the following product substitution:

PROPOSED SUBSTITUTION:

(PROVIDE PRODUCT NAME / MODEL / MANUFACTURER)

ATTACHED DATA INCLUDES:

PRODUCT INFORMATION

PERFORMANCE AND TEST DATA

DRAWINGS

SPECIFICATIONS*

(*NOTE: SPECIFICATIONS ARE REQUIRED FOR ALL SUBSTITUTIONS)

PHOTOGRAPHS/IMAGES

YES / NO CHANGE(S) WILL BE REQUIRED TO THE CONTRACT DOCUMENTS FOR THE PROPER

INSTALLATION OF PROPOSED PRODUCT SUBSTITUTION. IF YES, ATTACH DATA THAT INCLUDES

DESCRIPTION OF CHANGE(S).

06/22/2020

MOISTURESHIELD COMPOSITE DECKING

LAINIE SLEPPIN 973-650-1712

LAINIE.SLEPPIN@OLDCASTLE.COM

MOISTURESHIELD COMPOSITE DECKING BY OLDCASTLE

HILLCREST PARK PROJECT

067300 COMPOSITE LUMBER1-10

N/A

N/A

ATTACHED.

ATTACHED.

ATTACHED.

NO

1836 Valence Street

New Orleans, LA 70115

504.345.2639

The undersigned states that the following, unless amended by attachments, are correct:

THE PROPOSED SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON THE DRAWINGS.

NO CHANGES TO THE SITE, BUILDING, ENGINEERING DESIGN, OR DETAILING IS REQUIRED BY THE

PROPOSED SUBSTITUTION.

THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE EFFECT ON ANY (OR ALL) TRADES, THE

CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.

NO MAINTENANCE IS REQUIRED BY THE PROPOSED SUSBTITUTION OTHER THAN THAT REQUIRED FOR

THE ORIGINALLY SPECIFIED PRODUCT.

The undersigned further states that they have read the corresponding specifications sections held within

the project manual and confirm that the function, appearance, longevity, and quality of the proposed

substitution are (at least) equivalent to the originally specified product. (Initial)

SIGNATURE: DATE:

PRINTED NAME: EMAIL:

FOR LANDSCAPE ARCHITECT’S USE

SUBMITTAL STAMP:

PROCESSED BY ADDENDUM/CHANGE ORDER NO. (IF APPLICABLE):

COMMENTS:

LAINIE SLEPPIN LAINIE.SLEPPIN@OLDCASTLE.COM

06/22/2020

TECHNICAL INFORMATION

Version Date: June 16, 2020

Desc Test Method Vision Elevate Vantage Vision Elevate Vantage

Approximate Weight per Length(1x5.4 Groove Profile)

- 2.33 lb/ft 1.91 lb/ft 2.26 lb/ft 3.47 kg/m 2.84 kg/m 3.36 kg/m

Tolerance Width - ± 0.09 in ±0.06 in ±0.09 in ±2.29 mm ±1.52 mm ±2.29 mm

Tolerance Thickness - ± 0.03 in ± 0.03 in ± 0.03 in ±0.76 mm ±0.76 mm ±0.76 mm

Density (1x5.4 Groove Profile)

- 62.43 lb/ft^3 68.05 lb/ft^3 62.43 lb/ft^3 1 g/cc 1.09 g/cc 1 g/cc

7 Day Water Absorption (5/4" Profiles 10" Long)

% weight gain 0.51% 0.49% 1.30% 0.51% 0.49% 1.30%

Fungus Resistance (White & Brown Rot)

AWPA E10 PASS, <1% PASS, <1% PASS, <1% PASS, <1% PASS, <1% PASS, <1%

Termite Resistance AWPA E1 9 9.5 9 9 9.5 9

Coefficient of Static Friction ASTM F16790.832 Dry0.770 Wet

0.768 Dry0.710Wet

0.785 Dry0.810 Wet

0.832 Dry0.770 Wet

0.768 Dry0.710Wet

0.785 Dry0.810 Wet

Flame Spread ASTM E84 Class C (110) Class C (120) Class C (110) Class C (110) Class C (120) Class C (110)

Smoke Developed Index ASTM E84 350 700 350 350 700 350

Wildland Urban Interface* CA SFM 12-7A-4APASS with 1/8" edge-

to-edge board gap- -

PASS with 3.18 mm edge-to-edge board

gap- -

Shear Strength TBD TIP TIP TIP TIP TIP TIP

Modulus of Elasticity(Average Ultimate Values at Ambient Conditions)

ASTM D7032 262,000 lb/in^2 379,000 lb/in^2 262,000 lb/in^2 1,806 Mpa 2,613 Mpa 1,806 Mpa

Modulus of Rupture (Average Ultimate Values at Ambient Conditions)

ASTM D7032 2,900 lb/in^2 4,100 lb/in^2 2,900 lb/in^2 20.0 Mpa 28.3 Mpa 20.0 Mpa

Compressive Strength♦

(Perpindicular)ASTM D1621 962 lb/in^2 TIP 962 lb/in^2 6.6 Mpa TIP 6.6 Mpa

Compressive Modulus ♦

(Perpindicular)ASTM D1621 21,926 lb/in^2 TIP 21,926 lb/in^2 151.2 Mpa TIP 151.2 Mpa

Compressive Strength Perpendicular (1.5" Thick)

ASTM D1621 2,828 lb/in^2 N/A 2,828 lb/in^2 19.5 Mpa N/A 19.5 Mpa

Compressive Modulus Perpendicular (1.5" Thick)

ASTM D1621 61,209 lb/in^2 N/A 61,209 lb/in^2 422.0 Mpa N/A 422.0 Mpa

IMPERIAL MEASUREMENTS METRIC MEASUREMENTS

MoistureShield® composite decking products are covered by PFS TECO RR-110, RR-110 CAN, RR-111, CCMC-1391-R and VAR-1015 from the International Code Council - Evaluation Service.

TECHNICAL INFORMATION

Version Date: June 16, 2020

Desc Test Method Vision Elevate Vantage Vision Elevate Vantage

IMPERIAL MEASUREMENTS METRIC MEASUREMENTS

MoistureShield® composite decking products are covered by PFS TECO RR-110, RR-110 CAN, RR-111, CCMC-1391-R and VAR-1015 from the International Code Council - Evaluation Service.

Deformation at Maximum Load♦

(Perpendicular)ASTM D1621 0.163 in TIP 0.163 in 4.14 mm TIP 4.14 mm

Concentrated Load for Manufactured Housing♦

Federal ManufacturedHome Construction and

Safety Standards (FMHCSS).088 in Deflection TIP .088 in Deflection 2.24 mm Deflection TIP 2.24 mm Deflection

Thermal Conductivity ASTM C518-021.191 (Btu-

in/hr/ft^2/F)TIP

1.191 (Btu-in/hr/ft^2/F)

0.172 (W/m/K) TIP 0.172 (W/m/K)

Coefficient of Thermal Expansion Internal Method 2x10-5 in/in/F 2.66x10-5 in/in/F 2x10-5 in/in/F 3.6x10-5 cm/cm/C 4.79x10-5 cm/cm/C 3.6x10-5 cm/cm/C

AC-174 Nominal Load Rating for 1x5.4 Profiles

AC-174, PFS TECO RR-0110 100 lb/ft^2 @ 16"OC 100 lb/ft^2 @ 16"OC 100 lb/ft^2 @ 16"OC 4.79 kPa @ 40 cm OC 4.79 kPa @ 40 cm OC 4.79 kPa @ 40 cm OC

Screw Pull-Through: 5/4 nominal thickness, 2-1/4" x7 SS Trimhead Screw

ASTM D1037 373 lbs 350 lbs 373 lbs 1.66 kN 1.56 kN 1.66 kN

Screw Pull-Through:2" nominal thickness, 2-1/4" x7 SS Trimhead Screw

ASTM D1037 613 lbs N/A 612 lbs 2.73 kN N/A 2.73 kN

Screw Withdrawl:5/4 nominal thickness, 2-1/4" x7 SS Trimhead Screw

ASTM D1761 699 lbs 830 lbs 699 lbs 3.11 kN 3.69 kN 3.11 kN

Screw Withdrawl:2" nominal thickness, 2-1/4" x7 SS Trimhead Screw

ASTM D1762 820 lbs N/A 820 lbs 3.65 kN N/A 3.65 kN

Uplift Rating with MS Deck Clip AC-174, PFS TECO RR-0110 100 lb/ft^2 @ 16"OC 100 lb/ft^2 @ 16"OC 100 lb/ft^2 @ 16"OC 4.79 kPa @ 40 cm OC 4.79 kPa @ 40 cm OC 4.79 kPa @ 40 cm OC

Uplift for #7 2-1/4" SS Trim Head Screw AC-174, PFS TECO RR-0110 114 lb/screw 114 lb/screw 114 lb/screw 0.51 kN/screw 0.51 kN/screw 0.51 kN/screw

Slip Resistance (Longitudinal & Transverse)

DIN 51130 R11 TIP R10 R11 TIP R10

Slip Resistance (Longitudinal & Transverse)

DIN 51097 Group C TIP Group C Group C TIP Group C

Reaction to Fire Classification EN 13501 Cfl-s1 TIP Efl Cfl-s1 TIP Efl

♦ Test specimen was MoistureShield 1.1875x 5.4 engineered bottom decking profile.* WUI results for 1x 5.4 grooved and solid edge profiles only and applies only to product labeled WUI compliant.

GENERAL NOTES:1. Mechanical properties listed represent average ambient values and are not to be used as design values. Reference the appropriate code report for span information.2. Values presented in this report are for reference only based on the test method identified; they do not represent a specific performance claim.